Loading...
HomeMy WebLinkAbout36- Development Services r p� CITY OF, SAN BERNARDINO - REQUEST FOR COUNCIL ACTION M From: Michael�E. Hays .,. Subject: Patton Station - General Plan Amendment No. 98-03 and Director Conditional Use Permit No. 98-14. To change the General Plan Dept: Development Services designation to PCR, Public Commercial Recreation and CG-1, Department Commercial and construct a golf course, driving range and related Date: August 21, 1998 commercial facilities north of Patton Hospital and south of Highland Avenue, west of Central Avenue. ORIGINAL _ MCC Date: September 8, 1998 Synopsis of Previous Council Action: None AUG 2 5 1998 Recommended Motion: That the Mayor and Common Council close the public hearing and adopt the Mitigated Negative Declaration and Mitigation Monitoring and Compliance Program, adopt the resolution which approves General Plan Amendment No. 98-03, adopt the resolution which certifies the Traffic Impact Analysis, and approve Conditional Use Permit No. 98-14 based on the Findings of Fact and subject to the Conditions of Approval and Standard Requirements. Michael E. ys Contact person: Michael E. Hays Phone: 384-5357 Supporting data attached: Staff Rpt.. Resolutions Ward(s): 4 FUNDING REQUIREMENTS: Amount: N/A Source: (Acct. No.) N/A (Acct. Description) Finance: Council Notes: Agenda Item No. CITY OF SAN BERNARDINO—REQUEST FOR COUNCIL ACTION STAFF REPORT SUBJECT GENERAL PLAN AMENDMENT NO. 98-03 & CONDITIONAL USE PERMIT NO. 98-14; MAYOR AND COMMON COUNCIL MEETING OF SEPTEMBER 8, 1998 APPLICANT OWNER APN 285-191-010; Bill Ullman 286-111-09, 10, 11 California Golf Holdings State of California P.O. Box 458 Carolyn Momsen Patton, California 92369 c/o Bruce Parks (909) 425-9133 (909) 425-7000 APN 286-111-07, 08, 11 East Valley Water District Bob Martin (909) 885-4900 REOUEST/LOCATION The applicant is requesting a General Plan Amendment to change the land use designation of two parcels of land from PF, Public Facility to PCR, Public Commercial Recreation for 73 acres, and CG-1, Commercial General for 38 acres, pursuant to Development Code Section 19.50.020; and approval of a Conditional Use Permit under the authority of Development Code Section 19.36.050 to construct a golf course, hotel, recreation and commercial center. The two parcels are located north (73 acres) and south (38 acres) of Patton State Hospital bisected by Highland Avenue. The golf course will be located on the North Site, between Victoria Avenue on the west to Orange Street on the east. The hotel/commercial/retail use components of the proposed project will be on the South Site (South of Highland Avenue), between Central Avenue on the east and City of Highland corporate limits on the west (refer to Exhibits 1 and 2). KEY POINTS • The proposed amendment is consistent with the General Plan and will maintain the appropriate balance of land uses within the City. The proposed land use districts (PCR for the North Site and CG-1 for the South Site) are consistent with City General Plan Objective 1.3, and Goal 113. • The subject parcel(s) are physically suitable (including, but not limited to, access, provision of utilities, compatibility with adjoining land uses, and absent of any physical ., l General Plan Amendment 98-03 Conditional Use Permit 98-14 Mayor and Common Council Meeting 9/8/98 Page 2 of 4 constraints) for the requested land use designation(s) and the anticipated land use development(s). • The proposed use is conditionally permitted within, and would not impair the integrity and character of the subject land use district and complies with all of the applicable provisions of the Development Code. • The approval of the Conditional Use Permit for the proposed use is in compliance with the requirements of the California Environmental Quality Act; there will be no potentially significant negative impacts upon environmental quality and natural resources that could not be properly mitigated and monitored. The Planning Commission Staff Report for the August 18, 1998, Planning Commission meeting provides the detailed background and analysis of this project(refer to Exhibit 3). ENVIRONMENTAL DETERMINATION The Initial Study was prepared by Lilburn Corporation, independently reviewed by staff, and presented to the Environmental Review Committee (ERC) on June 18, 1998. The ERC proposed a Mitigated Negative Declaration. The Initial Study was circulated through the State Office of Planning and Research, and was made available for Public Review and Comment from June 22, 1998 to July 23, 1998 (refer to Exhibit 3). COMMENTS RECEIVED Responses to the comments received were prepared by Lilburn Corporation for the City and were independently reviewed by staff. On August 6, 1998, the ERC reviewed the comments and responses, and finding them adequate and acceptable, recommended that the Planning Commission adopt the proposed Mitigated Negative Declaration. The Mitigation Monitoring and Reporting Program was prepared by Lilburn Corporation, reviewed by staff, and determined to be adequate and acceptable (refer to Exhibit 3). TRAFFIC IMPACT ANALYSIS The City Public Works Division in conjunction with SanBAG, determined that the Patton Station, as a mixed use development proposal, would exceed the threshold of 250 trips during a peak hour, therefore, the preparation of a Traffic Impact Analysis (TIA) Report pursuant to the Congestion Management Program (CMP) was required. The TIA was prepared which incorporates future traffic volume forecasts, and explicit traffic operations analysis to provide a comprehensive portrayal of future traffic impacts associated with General Plan Amendment 98-03 Conditional Use Permit 98-14 Mayor and Common Council Meeting 9/8/98 Page 3 of 4 the development of the Patton Station development proposal. As a result of the TIA, a number of intersection improvements were identified (Exhibit 6). The intersection improvements for Arden Avenue at Highland Avenue, SR-30 at Highland Avenue, and Central Avenue at Highland Avenue will be constructed prior to occupancy. The improvements to Central Avenue at Pacific Street and Boulder Avenue at Highland are to be constructed when the traffic levels reach those identified in the TIA. Those levels will be reached sometime prior to the year 2015. The total cost of the remaining improvements is $33,784.00 in 1998 dollars. The applicant through the Standard Requirements, is being required to complete other traffic improvements equal to that cost, and therefore will not be required to complete those improvements. The Draft TIA Report was circulated to the County of San Bernardino, San Bernardino Associated Governments, City of Highland and CalTrans for a 21-day review period that began July 7, 1998, and ended on July 28, 1998 as required by the CMP. The Report was revised August 3, 1998 and incorporated the responses to the comments received. OTHER North Property Line/Drainage Easement An area of public concern is related to an existing drainage easement and channel along portions of the north property boundary. The easement is on private.property, and is not within the boundary of the golf course project site. The project as proposed would leave the easement open, because the applicant will be installing a wrought iron fence along the property line. However, development of the golf course includes drainage and storm drain improvements that eliminate the need for the existing channel. The applicant would prefer to clean the easement area, which has not been consistently maintained, move the fence to the private property line and provide a finished surface that could essentially be maintained as an extension of the golf course landscape area. The area would remain as an easement. Staff supports this proposal if the applicant can work out agreements with the neighboring property owners. Public Works Standard Requirements The Public Works Division Standard Requirements for Grading and Landscaping part (o) have been revised and are included as Exhibit 7. PLANNING COMMISSION RECOMMENDATION At their August 18, 1998 meeting, the Planning Commission voted to recommend that the MCC adopt the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Plan and approval of General Plan Amendment No. 98-03, and Conditional Use Permit No. 98-14 to the Mayor and Common Council as presented by Staff. The vote was unanimous: 6 ayes (Durr, General Plan Amendment 98-03 Conditional Use Permit 98-14 Mayor and Common Council Meeting 9/8/98 Page 4 of 4 Mayor and Common Council as presented by Staff. The vote was unanimous: 6 ayes (Durr, Garcia, Hendrix, Schuiling, Suarez, Thrasher), 0 nayes, 0 abstentions, 2 absent (Encisco, Lockett). STAFF RECOMMENDATION Staff recommends that the Mayor and Common Council: 1. Adopt the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program; 2. Adopt the Resolution (Exhibit 4)which approves General Plan Amendment No. 98-03; 3. Adopt the Resolution (Exhibit 5) which approves the TIA; and 4. Approve Conditional Use Permit No. 98-14 based on the Findings of Fact and subject to the Conditions of Approval and Standard Requirements. Prepared by: JOE J. BELLANDI, Associate Planner For: MICHAEL E. HAYS, Director of Planning & Building Services EXHIBITS: 1 - General Plan Amendment Map 2 - Site Plan 3 - Planning Commission Staff Report (August 18, 1998) and Attachments (A—I) 4 - Resolution(GPA) 5 - Resolution (TIA) 6 - TIA Table 6-1 and 6-4 7 - Additional Public Works Standard Requirements ATTACHMENT A iv fill \ / � �� A.17 ==I H2-,g \ / � /\\ � SAN BFR E 112 of N.W. 114 Sec. 32 T. IN.R. ON i o Il31. NIp O pop �Ip Q N . - s Z Q NO -v 0° MZ N CL � 4 O O O Z Q O N � C7 of N = wz w � mZ am (n c. 9 u c n a . S � z C. Q p ' J � SL•Gbf Oel p u . 1952 4 ATTACHMENT B LEGAL DESCRIPTION General Plan Amendment 98-03 General Plan Amendment From (PF) Public Facilities to (CG-1) Commercial General for the following Parcels: APN 286-111-07, 08, 09, 10, 11, 12, and 13. AND General Plan Amendment From (PF) Public Facilities to (PCR) Public Commercial Recreation for the following legally described portion of APN 285-191-10: PARCEL "A" : BEING A PORTION OF THE SOUTH 1/2 OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 29, BEING ON THE CENTERLINE OF VICTORIA AVENUE; THENCE SOUTH 890 44' 29" EAST 44.00 FEET ON THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 29 TO THE EAST LINE OF SAID VICTORIA AVENUE; THENCE SOUTH 00° 58' 08" WEST ALONG SAID EAST LINE OF VICTORIA AVENUE 345.71 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 000 58' 08" WEST ALONG SAID EAST LINE 986.77 FEET; THENCE NORTH 700 16' 56" EAST 429.31 FEET; THENCE NORTH 570 43' 44" EAST 694 .13 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 578.00 FEET AND A CENTRAL ANGLE OF 180 14' 001, THENCE NORTHERLY ALONG THE ARC SAID CURVE, A LENGTH OF 183 .94 FEET, TO THE END THEREOF; THENCE NORTH 820 14' 05" EAST 271.71 FEET; THENCE NORTH 00 35' 05" EAST 59.19 FEET; THENCE SOUTH 89° 19' 50" EAST 18.28 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 55.00 FEET AND CENTRAL ANGLE OF 210 35' 00"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A LENGTH OF 20.72 FEET TO THE END THEREOF; THENCE NORTH 690 05' 10" EAST 53.26 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 716 .00 FEET AND A CENTRAL ANGLE OF 40 42' 25"; THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 58.62 FEET TO THE END THEREOF; THENCE NORTH 640 22' 45" EAST 56.59 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 72.00 FEET AND CENTRAL ANGLE OF 250 42' 15"; THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 32.30 FEET TO THE END THEREOF; THENCE SOUTH 890 55' 00" EAST 303 .83 FEET; THENCE NORTH 00 40' 59" EAST 87.68 FEET; THENCE NORTH 890 13' 27" EAST 606 .07 FEET; THENCE SOUTH 00 02' 34" EAST 115.04 FEET; THENCE SOUTH 780 18' 03" EAST 249.19 FEET; THENCE SOUTH 00 05' 57" EAST 14 .95 FEET; THENCE NORTH 890 59' 09" EAST 186.43 FEET; THENCE SOUTH 440 37' 22" EAST 438.16 FEET THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 650 32' 44"; THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 114 .40 FEET TO THE END THEREOF; i THENCE SOUTH 20- 55' 22" WEST 144.63 FEET; THENCE SOUTH 48 0 OB' 59" EAST 182.63 FEET; THENCE SOUTH 550 23' 35" EAST 12.07 FEET; THENCE SOUTH 650 32' 42" EAST 130.77 FEET; THENCE SOUTH 570 17' 46" EAST 83 .08 FEET; THENCE NORTH 82" 30' 27" EAST 45:00 FEET; THENCE SOUTH 270 10' 32" EAST 320.80 FEET; THENCE SOUTH 890 49' 39" EAST 74.77 FEET TO THE WEST LINE OF ORANGE STREET, SAID WEST LINE OF ORANGE STREET BEING WEST 30.00 FEET FROM THE CENTERLINE THEREOF; THENCE NORTH 00 10' 21" EAST ALONG SAID WEST LINE OF ORANGE STREET TO THE NORTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 29; THENCE NORTH 89° 44' 41" WEST ALONG SAID NORTH LINE 1275.12 FEET TO THE CENTER QUARTER CORNER OF SAID SECTION 29; THENCE NORTH 89° 44' 29" WEST 2210. 37 FEET ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 29 TO A POINT THEREON WHICH BEARS SOUTH 890 44' 29" EAST 415.62 FEET FROM SAID WEST QUARTER CORNER OF SECTION 29; THENCE SOUTH 000 58' 08" WEST 345.71 FEET, PARALLEL WITH SAID EAST LINE OF VICTORIA AVENUE; THENCE NORTH 89° 44' 29" WEST, PARALLEL WITH SAID NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 29,A DISTANCE OF 371.62 FEET TO THE POINT OF BEGINNING. PARCEL "B" : A PORTION OF THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 29, BEING ON THE CENTERLINE OF VICTORIA AVENUE; THENCE SOUTH 89° 44' 29" EAST ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4, 44.00 FEET TO THE EASTERLY RIGHT OF WAY OF VICTORIA STREET, BEING ALSO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 890 44. 29" EAST ALONG SAID NORTH LINE, 371.62 FEET; THENCE SOUTH 00 58' 08" WEST, 345.71 FEET; THENCE NORTH 890 44' 29" WEST ALONG A LINE PARALLEL WITH THE AFOREMENTIONED NORTH LINE OF THE SOUTHWEST 1/4, 371.62 FEET TO THE AFOREMENTIONED EASTERLY RIGHT OF WAY OF VICTORIA AVENUE; THENCE NORTH 00 58' 08" EAST ALONG SAID EASTERLY RIGHT OF WAY 345.71 FEET TO THE POINT OF BEGINNING. CITY OF SAN BERNARDINO PLANNING AND BUILDING SERVICES DEPARTMENT CASE G.P. AMENDMENT MAP CUP NO. 98-14 HEARING DATE 9/8/98 .. .................. ..... ..... . . . . .... ..... .......... ZZ im s. CITY OF - - • . PLANNING AGENDA . - . CASE GPA NO. 98-03 CUP NO. 98-14 LOCATION DATE 9/8/98 r IYT�1�!' •�, ���I��r�7�I� �1 'L HIGHLAND AVENUE all ; ' .o _ _ 1 j ■ ` ,1G M EL I T- r I ]s TABLE 6.1 SUMMARY OF INTERSECTION AND ROADWAY IMPROVEMENTS AND COSTS (REVISED 8118198) EXHIBIT 6 TOTAL INTERSECTIONiSEGMENT IMPROVEMENT _ COST Arden Ave. (NS) at: Highland .Ave. (EW) Restripe NB TH for LT Lane $25,000 Construct WS LT Lane 550.000 Modi Traffic Signal $25,000 SR-30 Fwy. WB Off-Ramp (NS) at: Hi nland Ave (EW) _ Modify Traffic Signal _ _ 525.000 Central Ave. (NS) at: I Highland Ave. (EW)' Construct WB LT Lane $50,000 Install Traffic Signal $12u,uu0 t Pacific St. EW) - Install Traffic Signal _1 5120,000 Boulder Ave. (NS) at: Hi hland P.ve. EW) Install EB RT Overlap Traffic Signal $25,0000 Total $440.000 The City of San Bernardino is regcirng the devainpmorl pay 100%of the impacts at this location(Highland and Centrafi. TABLE 8-4 PROJECT FAIR SHARE INTERSECTION TRAFFIC CONTRIBUTION (REVISED 8118198) YEAR I 2015 PROJECT WITH TOTAL %OF PROJECT TOTAL EXISTING ' PROJECT PROJECT NEW NEW COST INTERSECTIONISEGMENT COST TRAFFIC TRAFFIC TRAFFIC TRAFFIC TRAFFIC I SHARE Arden Ave.(NS)at Hi hland Ave. (2W` $100,000 3,717 6,132 288 2,415 11.93% $11,925 SR-30 Fwy.WS Off-Ramp(NS)at Highland Ave.(EW) $25,000 2,750 4,884 293 1.914 15.31% $3,821 Central Ave. INSI at. Highand Ave.(EW}' $170.000 1.529 3,078 237 1.549 100.00 0.5 5170.000 Pacific St. IPM $120,000 543 1.078 142 535 28.54% $31,850 Boulder Ave. (NS)at: Highland Ave. (EW) S251000 1,425 3.377 151 1952 7 74 0Po $1,934 Total - — $440,000 $219,537 The City of San Somardino w requiring the developmam to pay 100%of the impacts at this location(Highland and Centrai). EXHIBIT 3 S i v CITY OF SAN BERNARDINO PLANNING DIVISION CASE: General Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 AGENDA ITEM: #4 HEARING DATE:8/18/98 WARD:4 APPLICANT: OWNER: California Golf Holdings State of California William W. Ullman Carolyn Momsen, Office of Real Estate and Design P.O. Box 458 400 "R" Street, Suite 5000 Patton CA 92369 Sacramento CA 95814 REQUEST / LOCATION - A request for approval of a General Plan Amendment from PF, Public Facilities, to PCR, Public Commercial Recreation for the North Site Golf Course, and CG-1, Commercial General, for the South Site hotel, conference center, commercial/retail, and restaurants; approval of Conditional Use Permit to develop the commercial development. The project sites are located on approximately 111 acres, on north and south sides of Patton State Hospital, bisected b Highland Avenue. the o P Y CONSTRAINTS/OVERLAYS Area of High Wind Hazard. ENVIRONMENTAL FINDINGS: ❑ Not Applicable ❑ Exempt, Section ❑ No Significant Effects ■ Mitigated Negative Declaration; Mitigation Monitoring and Compliance Program STAFF RECOMMENDATION: ■ APPROVAL ■ CONDITIONS ❑ DENIAL ❑ CONTINUANCE TO: 8113/98 Page No: 1 REQUEST AND LOCATION The applicant, California Golf Holdings, a California Corporation, has proposed "Patton Station", a golf course and recreation/commercial mixed use development. The proposal consists of two separate sites that will be in the development of the project. The sites are generally located North(73 acres) and South(38 acres) of Patton State Hospital (Attachment A). The golf course will be located on the North Site, between Victoria Avenue on the west to Orange Street on the east. The hotel/commercial/mixed use components of the proposed project will occur on the South Site, lying between Central Avenue on the east and City of Highland corporate limits on the west(Attachment B). The applicant requests the approval of a General Plan Amendment from Public Facility (PF) to Public Commercial Recreation(PCR) for the North Site, and General Commercial (CG-1) for the South Site, pursuant to Development Code Section 19.50.020. The existing Land Use Designation of PF is due to the association these properties have historically had with Patton State Hospital, and because they are under State ownership. The PCR District is established for purposes of accommodating public outdoor recreation, including such uses as stadiums, and sporting facilities, and public and private golf courses. The proposed Patton Station is designed in accordance with Section 19.10.030 of the Development Code—Golf Course and Related Facilities. The CG-1 District is intended for the establishment of mixed use entertainment and commercial/retail uses along major corridors. The location of the "Patton Station" is proposed in exactly such a setting along the Highland Avenue corridor, immediately adjacent to commercial/retail development, multi-family development, and the Patton State Hospital. Since the 1980's, several studies have been prepared for both the North and South Sites to provide information necessary to assist the State of California and the East Valley Water District (EVWD) in property acquisitions negotiations, site remediation, and a 1987 proposal to construct a golf course on the North Site. The original "Patton Golf Course" was authorized by legislation (AB 273 1) enabling the development of the vacant acreage surrounding the hospital grounds in a manner compatible with and aesthetically sensitive to the residents of the surrounding area. The proposed golf course underwent CEQA review with EVWD acting as the Lead Agency in 1988. An Environmental Assessment determined that a Negative Declaration be prepared, with adopted mitigation measures. A Notice of Determination was filed, documenting the February 3, 1989 adoption of the Negative Declaration by EVWD Board. The lack in securing an actual developer for the project has kept the project from proceeding until now. Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No:2 The applicant requests the approval of a Conditional Use Permit under the authority of Development Code Section 19.36.050 to construct a golf course, hotel, recreation and commercial center, as described below: PROJECT DESCRIPTION North Site The 73-acre North Site is the proposed location of a 12-hole golf course, starter shack, restrooms and maintenance building. The golf course will be operated from the Club House, near the Driving Range, on the South Site. Access to the golf course will be provided via a golf cart path which would begin on the South Site, continue northerly through an existing tunnel under Highland Avenue, then proceed easterly and northerly adjacent to the hospital facility, to the starter shack, located at the center of the course. The golf course will be operated during daylight hours only. Lighting will be provided only for security purposes near the starter shack and maintenance building. All general operations will be coordinated from the golf course office located on the South Site near the driving range. South Site The 38-acre South Site is the proposed location of a variety of golf-related facilities, hotel and associated amenities identified below. Hotel and associated amenities: • 200-room hotel • 400-seat conference center • Pool and deck area • 18-hole putting course Golf-related facilities: • Double-decked driving range with 94 tees • Office/Deli/Pro shop (Club House) Retail Commercial/Restaurant • Four restaurants • Fast food restaurant with drive-thru • Specialty commercial/retail tenants and service-related uses • Commercial entertainment (i.e. "Virtual Reality" or similar) Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No: 3 At full buildout, the various businesses on the South Site could employee up to 500 persons in combinations of commercial/retail and service trades, hotel and restaurant, along with golf maintenance and management. Certain components of the project will be operated 24 hours per day, including the driving range, restaurant and/or fast food use, and hotel check-in/check-out. The driving range will include protective netting along Central Avenue, and the interior western edge of the range, to control errant golf balls. The design, height, and placement of poles and netting have been analyzed by visual simulation included in the Initial Study. The Central Avenue Streetscape will be completely landscaped, as illustrated in the visual simulations, to aid in screening and buffering the impact of the netting along Central Avenue. SETTING/SITE CHARACTERISTICS The North Site was previously used by the Hospital for agriculture. The North Site is largely unused at the present time, with some remnant citrus trees remaining in the northeast portion of the site. A cemetery (approximately 3-acres in area), once used by the Hospital, is located at the northwest corner of the site, adjacent to Victoria Avenue. The cemetery is presently unimproved, and is no longer used by the hospital. The cemetery will be preserved in place with the addition of turf and a site memorial, however the area will be isolated from construction- related disturbance. The entire North Site is owned by the State, leased to the East Valley Water District (EVWD), and sub-let for development and operation of the golf course and associated activities to California Golf Holdings. The remaining elements of "Patton Station" will occur on the South Site. The South Site included facilities that were historically part of Hospital operations, including a laundry, pig farm and slaughterhouse, incinerator and domestic garbage dump areas, sewage treatment plant and sludge drying beds. These facilities were used by the hospital until the mid-1970's. These structures and facilities have all been demolished and all hazardous materials and soils were removed from the site earlier this year by a Ambient Environmental Inc., a qualified environmental consulting and remediation company. The only improvement remaining on this site is a parking lot currently used for employee parking for the San Manuel Indian Casino. Employees are shuttled from the parking lot to the casino at the north end of Victoria Avenue. The northwest corner of this site is owned by EVWD (9.5 acres), with the remainder owned by the State (28.5 acres). Both the North and South Sites have received soil which was excavated by County Flood Control from the San Canyon Basin during the winter months. This soil will be used on-site to facilitate mounding and contouring of the golf course and driving range. Projects/421/Staff Report/08/13/98 i i General Plan Amendment No.98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No:4 Parking Analysis TABLE 1 Summary of Building Square Footage and Parking Requirements Note: All parking is provided on the South Site USEBUILDING Site Data Parking Requirements Total Parking TYPE: Per Dev. Code Required Rooms 1.1 s ace/room 224 HOTEL: 200 P Meeting Rooms 10,0000 SF 1 space/50 SF 200 GOLF COURSE: 12 Holes 6 spaces/hole 72 Pro Shop 400 SF 1 space/200 SF 2 Delicatessen 1000 SF 1 space/100 SF 10 DRIVING RANGE: 94 Tees 1 space/tee,plus 3 spaces 97 RESTAURANT: 21,600 SF 1 space/35 SF seating area, 428 Three restaurants and plus 1 space/200 SF Sports Bar of other GFA FAST FOOD: 2,800 SF 1 space/100 SF 28 COMMERCIAL/ 33,700 SF 1 space/200 SF 169 RETAIL/OFFICE: TOTAL PARKING 1230 REQUIRED: TOTAL PARKING 1340 PROVIDED: HANDICAP 1340 Spaces 7 + 1/200 total parking 14 ACCESSIBLE provided spaces provided Projects/421/Staff Report/09113/98 General Plan Amendment No.98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No: 5 Landscape Area/Parking Analvsis — For South Site Only, Land Use District CG-1 (Attachment C) Site Data Development Code As Proposed Site—38 Acres Requirements Maximum Lot 3 acres 50%maximum 8% Coverage (building) Landscaped Coverage 16 acres No minimum 41% Parking Lot 19 acres 15% 15% min. Landscaping Parking Lot Shading 1 25% 1 28% Parking Spaces 1,230 1,340 Lighting Analysis All parking areas shall have lighting capable of complying with Development Code Section 19.24.060.7—minimum 1-foot candle across the surface of the parking area. All pedestrian areas/plaza will be appropriately lit for safety, security, and patronage of the project in evening and nighttime hours. Lighting of the driving range, as proposed, includes one overhead light mounted on the deck of the tee building (this illumination will be directed at the range to avoid impacts on Central Avenue and adjacent residential developments), all range lighting is ground-mounted to light only the ground surface and avoid impacts to off-site properties. Projects/421/Staff RepoN08/13/98 General Plan Amendment No.98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No:6 Surrounding Land Uses and Land Use Designations Table 2 North Side Surrounding Land Use and Land Use Designations Existing Land Use Land Use Designation North Single family residential, Serrano RS —Residential; PF — Junior High School Public Facilities (School) South The secured grounds of the Patton PF—Public Facilities (State State Hospital Hospital) East Orange Street; Single-family RS—Residential residential venue; Flood control PFC—Public Flood Control Victoria Aven West , basin owned and maintained by the San Bernardino County Flood Control District Table 3 South Side Surrounding Land Use and Land Use Designations Existing Land Use Land Use Designation North Highland Avenue; the secured PF—Public Facilities (State grounds of Patton State Hospital, Hospital) and the Highland Senior Center, and City Fire Station (located at the comer of Highland Avenue and Orange Street) South State Route 30 improved freeway State Route 30 improved freeway East Central Avenue; vacant land and RM—Residential Medium; multi-family residential CG—General Commercial West Commercial shopping center City of Highland; C-2— including Kmart, Food 4 Less, and Commercial and R-3 — Pic-N-Save, hotel, restaurants and Multi-family residential multi-family residential. Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 7 PUBLIC COMMENTS AND CONCERNS Concern and questions expressed by surrounding residents have generally been focused on two primary issues: 1) the setbacks and protective netting alignment along the west side of Central Avenue adjacent to the driving range (South Site); and 2) the treatment of the existing drainage easement and channel along the north property boundary (North Site). Central Avenue The Central Avenue frontage has been the focus of specific design consideration as a result of concerns expressed by representatives of the adjacent apartment project located on the east side of Central Avenue. As a result of several meetings between the property representative and the applicant the streetscape design now incorporates the following elements: 1)the landscaping will include a percentage of 36" and 48"box trees to enhance the appearance of a mature streetscape to screen the impacts of the netting and poles from the pedestrian level; 2) the supporting poles will be painted in a fashion that will "disappear" in to the background, such as beige, light blue or gray tones; 3)the netting has been aligned at a"V-shaped" angle form the street frontage in order to avoid a continuous line of poles; and 4) grading of the site will create mounding that will reduce the visible pole/netting height to the extent feasible (typically 8 to 10 feet overall). The setback of the poles/netting from the club face varies from 40 feet at the south end (near the deck), to a minimum of 20 feet (at the V-shaped angle point), and a maximum of 70 feet at the north end (near Highland Avenue). The height of the netting ranges from 80 feet at the south end, to 120 feet through the central portion, and decreasing again to a height of 40 feet at the south end. Protective netting will not be necessary along the Highland Avenue frontage due to the length of the driving range (approximately 300 yards). The angle point in the netting line, which is setback a minimum of 20 feet from curb face, is also the critical point of the ball trajectory from the driving range. At this point the netting height is at the maximum height of 120 feet. If this point were further setback from the curb face the netting height it would be necessary to increase the netting height to as high as 150 feet in order to maintain public safety. Maintaining the appropriate netting height is a critical public safety issue, errant golf balls in Central Avenue or the adjacent multi-family developments east of Central Avenue would be extremely hazardous. Therefore, the applicant's have provided a streetscape design solution that has incorporated the public safety factor, and aesthetic value of the streetscape. Projects/421/Staff Report/08/13/98 General Plan Amendment No.98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No: 8 North Property Line/Drainage Easement The second area of area of public concem is related to an existing drainage easement and channel along portions of the north property boundary. The easement is on private property, and is not within the boundary of the golf course project site. However, the development of the golf course includes drainage and storm drain improvements that eliminate the need for the existing channel. The project proponents would prefer to clean the easement area, which has not been consistently maintained, by burying the existing concrete channel and providing a finished surface that could essentially be maintained as an extension of the golf course landscape area. BACKGROUND Development Review Committee The project was reviewed by the Development Review Committee (DRC) on June 18, July 16, and July 23, 1998 and cleared on to the Planning Commission on August 6, 1998. The Public Works Division, Building Services Division; Fire Department and Water Department have all provided Standard Requirements for the proposal. CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) STATUS • The Initial Study was prepared by Lilbum Corporation, independently reviewed by staff, and presented to the Environmental Review Committee (ERC) on June 18, 1998. The ERC proposed a Mitigated Negative Declaration. The Initial Study is included as Attachment F. • The Initial Study was circulated to the State Office of Planning and Research, and was made available for Public Review and Comment from June 22, 1998 to July 23, 1998. Comments pertaining to the Initial Study were received from the following individuals and/or agencies: Goldie Walker, Serrano Band of Indians of San Bernardino W.L. Asher, Asher Investments 2, Inc. Barbara and Morley Barsky Mr. Pete B. Salcido Linda Grimes, Office of Regional Planning, CalTrans J. David Stein, Manager, Southern California Association of Governments, Catherine L. Wasikowski, Director, Transportation Programs, SCAQMD Ray Gonzalez, Regional Manager, Southern California Edison Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 9 Responses to the comments were prepared by Lilburn Corporation for the City and were independently reviewed by staff. The comments and the City's responses to the comments are included as Attachment G. • On August 6, 1998, the ERC reviewed the comments and responses, and finding them adequate and acceptable, recommended that the Planning Commission adopt the proposed Mitigated Negative Declaration. • The Mitigation Monitoring and Reporting Program was prepared by Lilburn Corporation, reviewed by staff, and determined to be adequate and acceptable. The Mitigation Monitoring and Reporting Program is included as Attachment H. ANALYSIS AND FINDINGS General Plan Amendment 1. The proposed amendment is internally consistent with the General Plan. The PCR District proposed for the North Site is established for the purposes of accommodating public outdoor recreation, including such uses as stadiums and sporting facilities, farmers markets, and public and private golf courses. The CG-1 District proposed for the South Site is intended for the establishment of mixed use entertainment and commercial/retail uses along major transportation corridors, and especially reinforcing the commercial use along established commercial corridors. The location of the "Patton Station" is proposed in such a setting on Highland Avenue, immediately adjacent to commercial/retail development, multi-family development, and the Patton State Hospital. The proposed land use districts are consistent with the following City General Plan Goals, Objectives and Policies: Objective 1.3 - Provide for the development of a diversity of region-serving uses, including a minimum of 75 acres for expanded commercial-retail and sufficient acreage for expanded governmental, corporate office, hotel and convention, entertainment, cultural, educational, and similar uses in that the Patton Station project provides high quality in-fill development that will provide commercial and recreation opportunities for residents of the City of San Bernardino and the surrounding communities. The proposed project will complement existing development in the area, including the San Manuel Indian Casino, the CYSA soccer complex and mountain resorts. Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No: 10 Goal 1B - Provide employment opportunities for existing and future residents of the City and those of adjacent communities in that the Patton Station project employment opportunities, at complete development will add approximately 500 jobs to the locate economy. Elements of the proposed project including the golf course, driving range, hotel and conference facilities provide services that are not conveniently available in this portion of the City. 2. The proposed amendment would not be detrimental to the public interest, health, safety, convenience, or welfare of the City. The development of a golf course on the North Site will serve as buffer between the hospital and residential areas. The concept of the buffer between the hospital and the adjacent residents, was a primary factor in the established of the enabling legislation by the State legislature. This was especially critical during the 1970's and 80's as the hospital operation was modified to include a more dangerous population of patients, including a criminally insane. The proposed land use designations are compatible with the following City General Plan Policies: Objective 6.4 — Accommodate alternative modes of transportation to the private automobile in the City, including non-motorized transportation (bicycle and pedestrian), and public transportation and recreational trails in that the Patton Station project design includes the placement of a bus stop for Omnitrans service on Highland Avenue. Shuttle service between Patton Station and the San Manuel Indian Bingo Casino and the CYSA soccer complex is also anticipated as part of operation of the hotel. The project would therefore assist in meeting the following City General Plan Objective and Policies: 3. The proposed amendment would maintain the appropriate balance of land uses within the City. The proposed uses are compatible with the General Plan designations of surrounding properties, as well as current land uses as described in the Setting/Site Characteristics section of the Staff Report. The golf course is an appropriate buffer between the hospital and the residential neighborhood on the North Site; and the commercial/retail/recreation uses on the South Site are compatible uses with the adjacent commercial development, as well as existing multi-family residential areas located on both the east and west boundaries of the site. 4. In the case of an amendment to the General Plan Land Use Map, the subject parcels) is physically suitable (including, but not limited to, access, provision of utilities, compatibility with adjoining land uses, and absence of physical constraints) for the requested land use designation(s) and the anticipated land use development(s). The existing General Plan Land Use designation of PF - Public Facilities is due to the historical association of the property to the Patton State Hospital. The proposed land use district Projects/421/Staff Report/08/13/98 General Plan Amendment No.98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 11 amendment to PCR—Public Commercial Recreation (North Site) and CG-1 General Commercial (South Site) is compatible with adjacent land use districts and existing development in the area. The proposed project is in-fill development along an urbanized corridor with convenient freeway access to SR 30. The proposed project is designed to buffer the surrounding residential development from impacts associated with Patton State Hospital. The proposal is compatible with surrounding commercial, residential and multi-family development. Conditional Use Permit 1. The proposed use is conditionally permitted within, and would not impair the integrity and character of the subject land use district and complies with all of the applicable provisions of this Development Code. North Site Pursuant to Development Code Section 19.10.010.2.A. the proposed Golf Course is permitted in the PCR Land Use District subject to approval of a Development Permit. However, all components of the proposed project have been included in the Conditional Use Permit application. The Golf Course has been designed to incorporate the standards pursuant to Development Code Section 19.10.030.1. The proposed Golf Course, located on 73 acres of land lying north of Patton State Hospital, has been conceived as a buffer between the Hospital and the single-family residential neighborhood, located north of the State property. South Site Pursuant to Development Code Section 19.06.020, the proposed mix of uses, including hotel, restaurants, commercial recreation, and related services, are permitted in the CG-1 Land Use District, subject to the approval of a Conditional Use Permit. All anticipated uses anticipated within ultimate development of the site have been included in the Conditional Use Permit. The proposed Site Development Plan complies with all setbacks and standards pursuant to Development Code Section 19.06.030, Table 06.02. The proposed development will provide a high-quality in-fill development in an urbanized corridor. The proposed development will provide activities which are not currently available in this portion of the City, including the driving range, hotel and conference facilities, and specialty retail services. Projects/421/Staff ReporL/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 12 2. The proposed use is consistent with the General Plan. The proposal is consistent with General Plan Goal and Policies as identified above in the General Plan Amendment Analysis and Findings No. 1. 3. The approval of the Conditional Use Permit for the proposed use is in compliance with the requirements of the California Environmental Quality Act and Section 19.20.030(6) of the Development Code. An Initial Study was prepared and circulated for public review and comment in compliance with CEQA. Mitigation measures have been identified and are included in the Mitigation Monitoring and Reporting Program. All mitigation measures have been made project Conditions of Approval. All CEQA requirements have been met. 4. There will be no potentially significant negative impacts upon environmental quality and natural resources that could not be properly mitigated and monitored. As identified in the Initial Study, the project will not result in any unmitigated potentially significant negative impacts upon environmental quality and resources. All mitigation measures will be properly monitored as identified in the Mitigation Monitoring and Reporting Program (Attachment H). 5. The location, size, design, and operating characteristics of the proposed use are compatible with the existing and ftture land uses within the general area in which the proposed use is to be located and will not create significant noise, traffic or other conditions or situations that may be objectionable or detrimental to other permitted uses in the vicinity or adverse to the public interest, health, safety, convenience, or welfare of the City. The proposal is in compliance with all applicable Development Code Standards and is consistent with the General Plan as noted in the General Plan Amendment Analysis and Findings No. 1. The proposal will not create any significant air quality, noise, traffic, or aesthetic impacts that may be objectionable, as identified in the project Initial Study. In addition, all mitigation measures will be properly monitored as identified in the Mitigation Monitoring and Reporting Program (Attachment H). Therefore, the proposal will not be detrimental to other permitted uses in the vicinity and will not create a situation adverse to the public interest, health, safety, convenience or welfare of the City. Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 13 6 The subject sites are physically suitable for the type and density/intensity of use being proposed. The sites are physically suitable for the type and density/intensity of the project being proposed as evidenced by project compliance with all applicable Development Code Standards. 7. There are adequate provisions for public access, water, sanitation, and public utilities and services to ensure that the proposed use would not be detrimental to public health and safety. All agencies responsible for reviewing access, and providing water, sanitation and other public services have all had the opportunity to review the proposal, and none have indicated and inability to serve the project. A focused Traffic Impact Analysis was prepared specific to the proposed project and is included as Attachment I. The Initial Study includes Mitigation Measures for on-site and off-site improvements to reduce transportation impacts identified in the Traffic Impact Analysis (TIA) to a less than significant level. In addition, a Congestion Management Plan (CMP) TIA has been prepared and circulated for comments from County of San Bernardino, CalTrans, City of Highland and SANBAG. The CMP TIA provides an evaluation of on-site and off-site traffic impacts pursuant to the City of San Bernardino and San Bernardino County Congestion Management Program requirements. CONCLUSION The proposal meets all necessary Findings of Fact for approval of the General Plan Amendment and Conditional Use Permit. RECOMMENDATION Staff recommends that the Planning Commission recommend to the Mayor and Common Council: 1. Adoption of the Mitigated Negative Declaration (Attachment F) and approve the Mitigation Monitoring and Reporting Program(Attachment H); 2. Approve General Plan Amendment 98-03; and 3. Approve Conditional Use Permit 98-14 as based on the Findings and Fact contained in the Staff Report and subject to the Conditions of Approval (Attachment D) and Standard Requirements (Attachment E). Projects/421/Staff Report/08/13/98 General Plan Amendment No.98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No: 14 Respectfully submitted, MICHAEL . HAYS Director of Development Services JOE BELLANDI Associate Planner Attachments: A - Location Plan B - Site Plan C - General Plan and Development Code Conformance Table D - Conditions of Approval E - Standard Requirements F - Initial Study G- Response to Comments H - Mitigation Monitoring and Reporting Program I - Traffic Impact Analysis Projects/421/Staff Report/08/13/98 • ' • • AGENDA ITEM # ` r IA1a1� ,CA NA �WL 7A At . _ , AVENUE �T "!r a Al 1AUr1Mr—N I b CS t ;N It 'lie j Me ;. ,- I _i e. - , . . fi: .: ) , I - lie it it co, I-j sj ji 'le w it. z Pst ki 51. z w if it ad w z I • 13: t: Ixs 71 I ki I it Z LU I -�,; - LL. el fl I'll's 14 O : LU V-1 w CL Till ij, ................. N oQ o0. z Y / C G r to <I U y { • I ,- u;iiiL. . g {� I Jill U 7 i. ni: d v 1 Jill T,: I \ / �I.iii31 !�, lII . p' i A I ,..,..,. ►, .... i, l,II.f 111,1111 in O G4 Y i j Q. Al d� ��®� l g��glR u \ y^ is s 'g cc;i..cs — i r �ti � ;.1�tF., a '��.r �` � ► ��' •- � / �3 _u f- i i¢ '.s C • Jai ��t�! ' �1 a, W it 16 411 �k0 i i �� / f ,.•ten n — n _ It fir .....I.... HL ■ '��, �, ,y Sri _, — �� .y •w i i m Et R itEif I !1' 1l (a1 i 8 i Fit: ji ItIPir i :� W W I O p �1(Y 1[UR 3 L I __.---------_ • 1 W gt = fI1J ,., S�� c� �' � � �' !tom – , ���•`I I: SAY ' LL IF �.� � + �m i�' J <�`� /arc• — I .. Y• I) I ../ I I J � i y0$ sy a8 Ivy \�� �,/ •1 I ' IT: I IT � I 10 z yr: ;_ I � i r v � / av �� ���j . • \ w �"_._• � �..i—may• - �, I | ! '' | | / 1+ ! J § ' • , , § ~ � � � ^ ! � � � a v)c-D I i I ' I � I I. I I k l � I ' , I r O J �Jq]J i co ul i. it i Ix - i. :' le6e cec eee 1. J ; _ oil I zZ Ill � jljl � il ' I I i II I . j II �' a I a vn x �I Hill jilll . ' Illl r z � I e I I w! j I S 1 S F 1 r� C J.T / ij'l Z`- II 11 J' i y � I d I =s=r� 1• i �f I e � ' I bl i �I ry If IZ � 9 i s _.1_.. _ �j•✓ � ;�`., � ,//�i Lam_ „ ... FF �^ o C f II i G 8 i 1 s i Z W o i .. •.- It it W d -- u W ;Q Q J C W Q 0 CD C/) !! Z O U Q Z ZO � 3 O C—) EEi ... Ea - 3 � Y i ' � I 1P�s•��`i ,' 7 - . 1 1 AA Jli l r, ,r � Z�4 .e:!-- x h If LY II JJ-Ill L." —Ar W { - r ✓I r - I I I I � / I II .II 1- ,I ;II ' lii: �•' ill )l,,rr '! A _ / /r �l he ,�n I �I IF < < Ifill 61 L; CE S Z p OC) Q 0 op, 0) EkD - • I lzav 741 7--az D Or ATTACHMENT C DEVELOPMENT CODE AND GENERAL PLAN CONFORMAN E General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 CONDITIONAL USE PERMU Development General Category Pro sal Code Plan Permitted Use Retail, Commercial Permitted subject to Permitted Hotel Conditional Use Permit Height 36 feet' 30 feet 30 feet (3 story) (2 stories) (2 Stories) Setbacks Highland Ave 20 feet 10 feet N/A Central Ave 20 feet 10 feet N/A Landscaping 678,665 square feet 249,792 square feet N/A (41.0 percent) (15 percent) Lot Coverage 4.175 percent 50 percent N/A Parking 1340 spaces 1230 spaces N/A 1. May exceed height with a Conditional Use Permit, pursant to Development Code Section 19.36. In CG-1, the site must abut a freeway. ATTACHMENT D CONDITIONS OF APPROVAL for PATTON STATION GOLF, 1107 IL and RECREATION/COMMERCIAL CENTER GI FERAL PLAN AMENDMENT NO. 98-03 ! And C 1NDITIONAL USE PERMIT NO. 98-14 i 1. Within two yea lof development approval, commencement of construction shall have occurred or the iermit/approval shall become null and void. In addition, if after commencement "construction, work is discontinued for a period of one year, then the permit/approval hall become null and void. Projects may be built in phases if preapproved by to review authority. If a project is built in preapproved phases, each subsequent pha shall have one year from the previous phase's date of construction commencemen' have occurred or the permit/approval shall become null and void. i Project: General Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 Expiration Da, September 8,2000 The review authority may, upon application being filed 30 days prior to the expiration date and for good cause, grant one time extension not to exceed 12 months. The review authority shall ensure that the project complies with all current Development Code provisions. 2. Construction shall be in substantial conformance with the plan(s) approved by the Director, Development Review Committee, Planning Commission or mayor and Common Council. Minor modification to the plan(s) shall be subject to approval by the Director through a minor modification permit process. Any modification which exceeds 10 percent of the following allowable measurable design/site considerations shall require the refiling of the original application and a subsequent hearing by the appropriate hearing review authority if applicable. a. On-site circulation and parking, loading and landscaping; b. Placement and/or height of walls, fences and structures; C. Reconfiguration of architectural features, including colors, and/or modification of finished materials that do not alter or compromise the previously approved theme; and d. A reduction in density or intensity of a development project. G:/projects/42im/mports/Condb&Appr I 3. In the event that this approval is legally challenged, the City will promptly notify the applicant of any claim or action and will cooperate fully in the defense of the matter. Once notified, the applicant agrees to defend, indemnify, and hold harmless the City, its officers, agents and employees from any claim, action or proceeding against the City of San Bernardino. The applicant further agrees to reimburse the City of any costs and attorney's fees which the City may be required by a court to pay as a result of such action, but such participation shall no relieve applicant of his or her obligation under this condition. 4. No vacant, relocated, altered, repaired or hereafter erected structure shall be occupied or no change of use of land or structure(s) shall be inaugurated, or no new business commenced as authorized by this permit until a Certificate of Occupancy has been issued by the Department. A temporary Certificate of Occupancy may be issued by the Department subject to the conditions imposed on the use, provided that a deposit is filed with the Department of Public Works prior to the issuance of the Certificate. The deposit or security shall guarantee the faithful performance and completion of all terms, conditions and performance standards imposed on the intended use by this permit. 5. This permit or approval is subject to all the applicable provisions of the Development Code in effect at the time of approval. This includes Chapter 19.20 — Property Development Standards, and includes: dust and dirt control during construction and grading activities; emission control of fumes, vapors, gases and other forms of air pollution; glare control; exterior lighting design and control; noise control; odor control; screening; signs; off-street parking and off-street loading; and, vibration control. Screening and sign regulations compliance are important considerations to the developer because they will delay the issuance of a Certificate of Occupancy until they are complied with. Any exterior structural equipment, or utility transformers, boxes, ducts or meter cabinets shall be architecturally screened by wall or structural element, blending with the building design and include landscaping when on the ground. 6. All wrought fencing used within the project, and the project perimeter, shall be capped. 7. The handicap access ramps along the Highland Avenue frontage shall not exceed 5 percent slope. 8. A project specific Source Reduction and Recycling Plan and Green Waste Management Plan, must be submitted to Public Services Department for review and approval, prior to issuance of occupancy permits for any portion of the project 9. The refuse enclosure intended for use by Restaurant B, shall be located on the easterly side of the parking area(located south of the structure). 10. Central Avenue improvements adjacent to the project frontage, shall include meandering sidewalk, wrought fence at the right-of-way, 4 to 5 feet of undulating mounding along the parkway and street frontage, and a minimum of 70 trees at the following ration: 10% - 48 inch box, 50% - 36 inch box, and 40% - 15 gallon. G:/projects/421.00/mpom/Condof-Appr 2 11. The netting along Central Avenue shall be setback from curb face approximately 70 feet at the north end (near Highland), and approximately 20 feet behind the*curb face at an angle point in the net structure which is located approximately 480 feet south of Highland Avenue. 12. This permit or approval is subject to the attached conditions or requirements of the following City Departments or Divisions: a. Public Works (Engineering) Division b. Building Services Division of the Development Services Department \ C. Fire Department d. Parks, Recreation and Community Services Department e. Municipal Water Department f. Public Services Department G:/pmjecW421.00/reports/Cond- &Appr 3 ATTACHMENT E STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSFJDRMNG RANGE APPLICANT: PAM LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND N/S PATTON STATE HOSPITAL ♦ NOTE TO APPLICANT: Where separate Engineering plans are required, the applicant is responsible for submitting the Engineering plans directly to the Engineering Division. They may be submitted prior to submittal of Building Plans. 1. Drainage and Flood Control a) All necessary drainage and flood control measures shall be subject to. requirements of the City Engineer, which may be based in part on the recommendations of the San Bernardino County Flood District. The developer's Engineer shall furnish all necessary data relating to drainage and flood control. b) A permit will be required from the Department of Transportation and Flood Control if any work is required within the Flood Control District's right-of- way. c) A local drainage study will be required for the project. Any drainage improvements, structures or storm drains needed to mitigate downstream impacts or protect the development shall be designed and constructed at the developer's expense, and right-of-way dedicated as necessary. d) Comprehensive storm drain Project Nos. 6-22 6-24 6-25. and 6-26 are master planned in the vicinity of your project. Therefore, these storm drains shall be designed and constructed at the expense of your project unless your Engineer can conclusively show that the drain is not needed to protect your Development. e) All drainage from the development shall be directed to an approved public drainage facility. If not feasible, proper drainage facilities and easements shall be provided to the satisfaction of the City Engineer. Page 1 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSFJDRIVING RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL f) If site drainage is to be outletted into the public street, the drainage shall be conveyed through a parkway culvert constructed in accordance with City Standard No. 400. Conveyance of site drainage over the Driveway approaches will not be permitted. g) Applicant shall mitigate on-site storm water discharge sufficiently to maintain compliance with the City's NPDES Storm Water Discharge Permit Requirements. A "Notice of Intent (N01)" shall be filed with the State Water Quality Control Board for construction disturbing 5 acres of more of land. h) The City Engineer, prior to grading plan approval, shall approve an Erosion Control Plan. The plan shall be designed to control erosion due to water and wind, including blowing dust, during all phases of construction, including graded areas which are not proposed to be immediately built upon. 2. Gradina and Landscaping a) If more than 1' of fill or 2' of cut is proposed, the site/plot/grading and drainage plan shall be signed by a Registered Civil Engineer and a grading permit will be required. The grading plan shall be prepared in strict accordance with the City's "Grading Policies and Procedures" and the City's "Standard Drawings", unless otherwise approved by the City Engineer. b) If more than 5 trees are to be removed from the site, a tree removal permit conforming to the requirements of Section 19.28.090 of the Development Code shall be obtained from the Department of Development Services prior to issuance of any grading or site development permits. Page 2 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL, RETAIL & GPA 98-03 AND GOLF COURSE/DRIVING RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL c) If more than 5,000 cubic yards of earthwork is proposed, a grading bond will be required and the grading shall be supervised in accordance with Section 7012(c) of the Uniform Building Code. d) An on-site Improvement Plan is required for,this project. Where feasible, this plan shall be incorporated with the grading plan and shall conform to all requirements of Section 15.04-167 of the Municipal Code (See "Grading Policies and Procedures"). e) Refuse enclosures shall be constructed in accordance with City Standard Drawing No. 508. The minimum size of the refuse enclosure shall be 8 feet x 15 feet, unless the Public Services Department, Refuse Division, approves a smaller size, in writing. f) The Refuse Division shall approve the number and placement of refuse enclosures. g) Retaining walls, block walls and all on-site fencing shall be designed and detailed on the On-site Improvement Plan. This work shall be part of the On-site Improvement permit issued by the Department of Public Works/City Engineer. h) The portion of this project located north of Highland Avenue is located in the "High Wind Area". Therefore, all free standing walls and fences for that portion of the project shall be designed for a minimum wind load of 23 pounds per square foot of vertical surface, unless a lower value is approved by the City Engineer. i) The Drive-through lanes and the parking areas adjacent to the building for fast food restaurants shall be constructed of PCC concrete pavement. Page 3 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL j) The on-site improvement plan shall include details of on-site lighting, including light location, type of poles and fixtures, foundation design, conduit location and size, and the number and size of conductors. Photometry calculations shall be provided which show that the proposed on-site lighting design will provide 1 foot-candle of illumination uniformly distributed over the surface of the parking lot during hours of operation and 0.25 foot-candles security lighting during all other hours. k) The existing tunnel under Highland Avenue shall be retrofitted with lighting to provide a minimum lighting level, during hours of operation, of 5 foot-candles uniformly distributed within the tunnel. This level can be reduced to 1 foot-candle when the tunnel is closed to customers. 1) 2 foot-candles shall be provided on the surface of the golf path when operating after dark. This level can be reduced to 0.25 foot-candles when the golf cart path is closed to customers. m) A tunnel and golf cart path lighting plan showing feed point, conduit, conductor size and lighting fixture details shall be submitted to the City Engineer for approval and a permit. n) The design of on-site improvements shall also comply with all requirements of The California Building Code, Title 24, relating to handicap parking and accessibility, including retrofitting of existing structure access points for handicap accessibility, if applicable. o) The existing tunnel under Highland Avenue and the proposed golf cart path shall be made handicap accessible unless the Handicap Appeals Board grants a hardship exemption. Page 4 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIVING RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND N/S PATTON STATE HOSPITAL p) The golf cart path on the north side of Highland Avenue shall be secured by approved fencing on both sides of the path. q) A handicap accessible path of travel shall be provided from the public way to each building entrance. All pathways shall be concrete paved and shall provide a minimum clear width of 4 feet. Where parking overhangs the pathway, the minimum paved width shall be 6 feet. r) Where the handicap accessible path of travel crosses drive aisles, it shall be delineated by striping or textured/colored concrete pavement. s) A reciprocal easement shall be recorded prior to grading plan approval if reciprocal drainage, access, sewer, and/or parking are proposed to cross lot lines. t) Where buildings cross interior lot lines or will have inadequate setback, the lot lines shall be adjusted to provide proper setback or the lot lines shall be removed by merging parcels. u) The project Landscape Plan shall be reviewed and approved by the City Engineer prior to issuance of a grading permit. Submit 5 copies to the Public Works Division for checking. v) In addition to the required on-site landscaping, the public right-of-way, between the property line and top of curb (also known as "parkway") along adjoining streets shall be landscaped and maintained in perpetuity by the developer. Details of the parkway landscaping shall be included in the project's on-site landscape plan, unless the parkway area is included in a landscape maintenance district, in which case, a separate landscape plan shall be provided. Page 5 of 16 Pages August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL w) An easement and covenant shall be executed on behalf of the City to allow the City to enter and maintain any required landscaping in case of owner neglect. The Real Property Section for execution by the property owner and shall ensure that, if the property owner or subsequent owner(s) fail to properly maintain the landscaping, the City will be able to file appropriate liens against the property in order to accomplish the required landscape maintenance. A document processing fee in the amount of 200.00 shall be paid to the Real Property Section to cover processing costs. The property owner, prior to plan approval, shall execute this easement and covenant unless otherwise allowed by the City Engineer. 3. Utilities a) Design and construct all public utilities to serve the site in accordance with City Code, City Standards and requirements of the serving utility, including gas, electric, telephone, water, sewer and cable TV (Cable TV optional for commercial, industrial, or institutional uses). b) Each parcel shall be provided with separate water and sewer facilities so the City or the agency providing such services in the area can serve it. c) Backflow preventers shall be installed for any building with the finished floor elevation below the rim elevation of the nearest upstream manhole. d) Sewer main extensions required to serve the site shall be constructed at the Developer's expense. e) This project is located in the sewer service area of the East Valley Water District therefore, any necessary sewer main extension shall be designed and constructed in accordance with requirements of the East Valley Water District. Page 6 of 16 Pages August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL. RETAIL_ & GPA 98-03 AND GOLF COURSE/DRIVING RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL f) Utility services shall be placed underground and easements provided as required. g) A street cut permit, from the Public Works Division, will be required for utility cuts into existing streets where the street is not being repaved as part of the required improvements. h) All existing overhead utilities adjacent to or traversing the site on either side of the street shall be undergrounded in accordance with Section 19.20.030 of the Development Code. i) Existing Utilities which interfere with new construction shall be relocated at the Developer's expense as directed by the City Engineer, except overhead lines, if required by provisions of the Development Code to be undergrounded. See Development Code Section 19.20.030. j) Sewers within private streets or private parking lots will not be maintained by the City but shall be designed and constructed to City Standards and inspected under a City On-Site Construction Permit. A private sewer plan designed by the Developer's Engineer and approved by the City Engineer will be required. This plan can be incorporated in the grading plan, where practical. Page 7 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: 'PATTON STATION'HOTEL, RETAIL_ 8 GPA 98-03 AND GOLF COURSE/DRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL 4. Street Improvement and Dedications a) All public streets within and adjacent to the development shall be improved to include combination curb and gutter, paving, handicap ramps, street lights, sidewalks and appurtenances, including, but not limited to traffic signals, traffic signal modifications, relocation of public or private facilities which interfere with new construction, striping, shall be accomplished in accordance with the City of San Bernardino "Street Improvement Policy" and City "Standard Drawings", unless otherwise approved by the City Engineer. Street lighting, when required, shall be designed and constructed in accordance with the City's "Street Lighting Policies and Procedures". Street lighting shall be shown on street improvement plans except where otherwise approved by the City Engineer. Page 8 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRMNG . RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL b) For the streets listed below, dedication of adequate street right-of way (R.W.) to provide the distance from street. centerline to property line and placement of the curb line(C.L.) in relation to the street centerline shall be as follows: Street Name Riaht of Way(ft.) Curb Line(ftl Highland Ave (SS) 52' (10.75' Addit.) 44' Central Ave (WS South 44' (24' Addit) 32' of Highland Ave) Victoria Ave (ES north of 44' (21' Addit.) 32' Highland Ave) " Orange St (WS north of 30' 20' Highland Avenue)" SS = South Side. NS = North Side ES = East Side. WS = West Side c) In lieu of widening the east side of Victoria Avenue north of Highland Avenue and the west side of Orange Street north of Highland Avenue, the applicant may elect the following alternative conditions: Page 9 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL i) Widen and improve the north side of Highland Avenue between the San Manual Indian parking lot west of the project site to the City's fire station east of the project site. This widening shall include installation of curb & gutter, sidewalk, street lights, landscaping and irrigation. Widening adjacent to the old Patton Depot shall be subject to obtaining permission from SanBag for the widening. If permission to widen cannot be obtained, then an appropriate transition for traffic and drainage shall be designed and constructed. The existing right-of-way is 41.25 feet from centerline and no additional dedication will be required. The centerline to curb distance shall be 36 feet. ii) Install new wrought iron fence or relocate the existing chain link fence north of Highland Avenue along Orange Street to the existing right-of-way line. iii) Install Landscaping and irrigation system in the parkway area of Orange Street north of Highland Avenue adjacent to the site. iv) Add to or replace the existing concrete sidewalk along the west side of Orange Street north of Highland Avenue adjacent to the site to provide a minimum width of 6 feet if adjacent to curb or 4 feet if meandering. A minimum clear width of 4 feet shall be provided at obstructions. v) Construct a concrete sidewalk transition along the east side of Victoria Avenue north of Highland at the northwest corner of the site to join the existing sidewalk to the 4' wide sidewalk adjacent to the single family lot to the north. A culvert may be required unless the rubble ditch is abandoned as part of this project. Page 10 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL d) Construct 8" Curb and Gutter per City Standard No. 200 adjacent to the site. Widen pavement adjacent to the site to match new curb and gutter. Construct approach and departure transitions for traffic safety and drainage as approved by the City Engineer. e) Construct sidewalk adjacent to the site in accordance with City Standard No. 202, Case "A" (6' wide adjacent to curb). f) Construct Handicap Ramps in accordance with City Standard No. 205 at all curb returns within and adjacent to the project site. Dedicate sufficient right-of-way at the corner to accommodate the ramp. g) Construct Driveway Approaches per City Standard No. 204, Type II, including Handicap by-pass. Remove existing driveway approaches that are not part of the approved plan and replace with full height curb & gutter and sidewalk. h) Curb returns at the intersection of two arterial streets shall be 35 feet unless otherwise approved by the City Engineer. Curb returns for other intersections shall be designed with 25-ft radius. i) Construct all cul-de-sac's and knuckles in accordance with City Standard Drawing No. 101. j) Install Street Lights adjacent to the site in accordance with City Standard Nos. SL-1 and SL-2: Page 11 of 16 Pages - August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRfWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL 5. Traffic Improvements a) Replace the existing traffic signal at Highland Avenue & Patton Hospital Entrance/Patton Station project entrance. The existing traffic signal equipment shall be removed and replaced with the current traffic signal standards (protective/permissive, including poles, lighting, controller, service, 12° signal heads, ADA pedestrian indications & push buttons, etc.). b) A landscaped median shall be installed along Highland Avenue adjacent to the project site. The City Traffic Engineer shall determine the dimensions of the median. c) Install a new protective/permissive traffic signal at the intersection of Highland Avenue and Central Avenue at the ultimate location, including acquisition of necessary right-of-way at the.SE corner. Provide a left turn pocket for westbound Highland Avenue. Also, a striping plan shall be developed for Highland Avenue between Central Avenue and Orange Street. d) Provide the additional lanes along Highland Avenue at Arden Avenue to mitigate the impacts to this intersection. The improvements shall include but not be limited to striping, signing, new detector loops, improved timing, controller modifications and any other items that are needed to mitigate this location. e) Install traffic signal interconnect coordination along Highland Avenue between Victoria Avenue and Orange Street. A spread spectrum system is recommended. Also, develop coordination timing,.time space diagram and time of day plans for A.M., Noon, P.M. and for off peak time periods. f) Provide eastbound deceleration and acceleration lanes at the main entrance intersection. Page 12 of 16 Pages August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIVING RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND N/S PATTON STATE HOSPITAL g) The proposed street improvements will necessitate the relocation of the existing bus stop on the south side of Highland Ave. at the main entrance. The bus stop will need to be relocated to east of the intersection, and we can coordinate that with Omnitrans. A bus-bay shall be provided for at least 2-buses. The bus-bay may be incorporated into the acceleration lane. The bus stop shall incorporate and allow for bus shelter, benches and proper ADA sidewalk clearance around these facilities. This is essential due to heavy transit usage at this location. h) In addition to the Street improvements along the west side of Central Avenue adjacent to the project site, an A.C. crack seal, petromat membrane, and an A.C. overlay will be required along the project to rehabilitate the badly cracked roadway surface (full width of the street). Also, a signing and striping shall be installed along the project frontage with two-way left-turn lane. 6. Phasinq a) If the project is to be developed in phases, each individual phase shall be designed to provide maximum public safety, convenience for public service vehicles, and proper traffic circulation. In order to meet this requirement, the following will be required prior to the finalization of any phase: b) Improvement plans for the total project or sufficient plans beyond the phase boundary to verify the feasibility of the design shall be complete to the satisfaction of the City Engineer; c) A Plan shall be submitted for review and approval by the Engineering Division, Fire, and Planning Departments indication what improvements will be constructed with the given phase, subject to the following: Page 13 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL, RETAIL AND GOLF COURSE/DRMNG 8 GPA 98-03 RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL d) Dead-end streets shall be provided with a minimum 32 foot radius paved width; e) Half width streets shall be provided with a minimum 28 foot paved width; f) Street improvements shall be completed beyond the phase boundaries, as necessary to provide secondary access; g) Drainage facilities, such as storm drains, channels, earth berms, and block walls, shall be constructed, as necessary, to protect the development from off-site flows; h) A properly designed water system shall be constructed which is capable of providing required fire flow, perhaps looping or extending beyond the phase boundaries; i) Easements for any of the above and the installation of necessary utilities shall be completed; and, 7. Required Engineering Permits a) Grading permit (If applicable.). b) On-site improvements construction permit (except buildings - see Development Services-Building Division), including landscaping. c) Off-site improvements construction permit. Page 14 of 16 Pages August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSEJDRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND N/S PATTON STATE HOSPITAL 8. Applicable Engineering Fees' a) Plan check and inspection fees for off-site improvements - 4% and 4%, respectively, of the estimated construction cost2 of the off-site improvements. b) Plan check and inspection fees for on-site improvements (except buildings - See Development Services-Building Division) - 2% and 3%, respectively, of the estimated construction cost' of the on-site improvements, including landscaping. C) Plan check and inspection fees for grading (If permit required) Fee Schedule available at the Engineering Division Counter. d) Drainage fee in the approximate amount as follows based on $0.409 per square foot for the first 3,000 square feet of impervious lot area (estimated as 85% of the net lot area), then $0.140 per square foot of remaining impervious lot area or fraction thereof: TOTALFEE 1930,000 SF Impervious $131 000 'All Fees are subject to change without notice. Estimated Construction Cost for Off-Site Improvements is based on a list of standard unit prices on rile with the Department of Public Works/Ciry Engineer. 'Estimated Construction Cost for On-Site Improvements is based on a list of standard unit prices on rile with the Department of Public WorkslCity Engineer. Page 15 of 16 Pages August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL e) Traffic system fee based $16.298 per new trip generated by the project. The City Traffic Engineer shall determine exact amount at time of application for Building Permit. TOTAL FEE 111,199 Dail Trips $182,500 f _A portion of the Traffic Systems Fee can be credited back to the original developer based on the actual cost of installation of the new traffic signal ............................................................ at_Central_Avenue_and_Highland_Avenue_and_upgrade of the exist--------------------- traffic signal at the main entry and Highland Avenue. The amount of the credit cannot exceed the amount of the fee_paid by_the developer. g) This project is located in the sewer service area of the East Valley Water District; therefore, sewer connection fees shall be paid directly to the East Valley Water District. Proof of payment will be required prior to issuance of building permits. h) Sewer inspection fee based on $19.51 per connection. i) Street or easement dedication processing fees in the amount of 200.00 per document. Page 16 of 16 Pages August 13, 1998 STANDARD REOUIREMENTS DEVELOPMENT SERVICES DIVISION General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 1. Submit plans prepared by a Registered Building, Architect or Civil or Structural Engineer. 2. Submit a complete lateral and structural analysis prepared by a Registered Civil or Structural Engineer or Architect. 3. Submit State of California Title 24 Energy Calculation Forms for residential buildings including a signed compliance statement. 4. Submit four (4) complete sets of construction plans (5 complete sets for expeditious review) including: a. Copies of conditions (3). b. Soils and/or Liquefaction report (3). c. Energy Calculations (3). d. Structural calculation (3). 5. Submit a preliminary (soils) (geology) report prepared by a person licensed to do so. 6. Submit a single line drawing of the electrical service. Show all equipment, conduit and wire sizes and types. Show the service ground size and grounding electrode. 7. Submit panel schedule(s) and electric plans. 8. Permit required for demolition of existing building(s) on site. 9. Submit a plan of the heating, ventilating or air conditioning system. Clearly identify the location and rating of the equipment and sizes and materials of all ducts, registers and the location of all fire dampers. Show means of providing mechanical ventilation as required by the Uniform Building Code. 10. Submit gas pipe loads, sizing calculations and isometrics. 11. Provide a plot plan showing the location of the proposed sewer system. 12. Submit isometric plans of the cold and hot water and drain waste and vents systems. 13. Show compliance with Title 24 for disabled access. 14. Submit plans approved by the County Health Department for all food preparation and restaurants. 15. For the hotel indicate method of compliance for sound attenuation (exterior, interior, party walls, floor/ceiling assembly, ceiling) as per study, U.B.C., local or State Law. 16. Show compliance with requirements of high fire areas. 17. For structures located within high wind areas: a.Design structure, including roof covering, using _80_ mph wind load. 18. Fire sprinklers required: Plans for fire sprinklers shall be submitted to the Fire Department and approved prior to installation. No building inspections shall be preformed beyond "framing and ventilation" until fire sprinkler plans are approved. 19. City of San Bernardino named as certificate holder for Work's Compensation Insurance. 20. Assessor's Parcel Number. 21. Contractor's City license. 22. Contractor's State license. 23. Sewer capacity rights from Water Department, 384-5093. 24. Waste water permit required, from Water Reclamation Plant, 384-5507. 25. School fees from Unified School District, 381-1179. 26. Obtain approval from Air Quality Management District for installation of 27. Other: Plan Check time is approximately 3 weeks Expeditious Plan Check time is approximately 10 days Contact Building Services Division for possible expeditious plan check at 384-5071. 28. Contact Development Services Division for plan check fee costs prior to submittal of plans. An additional 25% plan check fee is required for expeditious review, which is 10 working days. CITY OF SAN BERNARDINO FIRE DEPARTMENT STANDARD REQUIREMENTS case: CUY5` q.43 IA— Date: I Jo2 ��U LYE Reviewed By:VV— GENERAL REQUIREMENTS: Ili Provide one additional set of construction plans to Building and Safety for Fire Department use at time of plan check. i Contact the City of San Bernardino Fire Department at(9091384-5388 for specific detailed requirements. ■ The developer shall provide for adequate fire flow as computed by the Fire Prevention Bureau. Minimum fire flow requirements shall be based on square footage, construction features,and exposure information supplied by the developer and mm be available Bdg to placing combustible materials on site. WATER PURVEYOR FOR FIRE PROTECTION: ■ The fire protection water service for the area of this project is provided by: ❑ San Bernardino Municipal Water Department - Engineering (909) 384-5391 A East Valley Water District-Engineering (9091888-8986 phone: [3 Other Water Purveyor: PUBLIC FIRE PROTECTION FACILITIES: M Public five hydrants are required along streets at intervals not to exceed 300 feet for commercial and multi-residential areas and at intervals not to exceed 500 feet for residemial areas. Floe hydrant minimum flow rates of 1,500 gpm at a 20 psi minimum residual pressure are required for commercial and multi-residential areas. Minimum fire hydrant flow rates of 1,000 gpm at a 20 psi minimum residual pressure are required for residential areas. • Fre flow requirements may be met from the combined flow of two adjacent fire hydrants. Fire flow requirements may be adjusted, as deemed appropriate by the Fire Department, based on individual site specific conditions and available mitigations. b ;appropriate hydrant type and specific location shag be jointly determined by the City of San Bernardino Fire Department in conjunction with the water purveyor. Fire hydrant materials and installation shall conform to the standards and specifications of the water purveyor. ■ Public fire hydrants, fire services, and public water facilities necessary to meet Fire Department requirements are the developer's financial responsibility and shall be installed by the water purveyor or by the developer at the water purveyor's discretion. Contact the water purveyor indicated above for additional information. , ACCESS: 0 Provide two separate, dedicated routes of ingress/egress to the property entrance. The routes shall be paved, all weather. III Provide an access road to each building for fire apparatus. Access roadway shall have an all-weather driving surface of not less than 20 feet of unobstructed width. Extend roadway to within 150 feet of all portions of the exterior wall of all single story buildings. Extend roadway to within 50 feet of the exterior wall of all muhiple-story buildings. Provide 'NO PARKING' signs whenever parking of vehicles would possibly reduce the clearance of access roadways to less than the required width. Signs are to read 'FIRE LANE-NO PARKING -M.C. Sae 15.16'. ❑ Dead-end streets shall not exceed 500 feet in length and shall have a minimum 40 foot radius turnaround. ❑ The names of any new streets(public or private) shall be submitted to the Fire Department for approval. SITE: fa All access roads and streets are to be constructed and usable prior to combustible construction. 0 Private fire hydrants shall be installed to protect each building located more than 150 feet from the curb line. No fire hydrants should be within 40 feet of any exterior wall. The hydrants shall be Wet Bartel type,with one 2'/t inch and 4 inch outlet, and approved by the Fire Department. Fire hydrants shall be designated as a 'NO PARKING' zone by painting an 8 inch wide,red stripe for 15 feet in each direction in front of the hydrant in such a manner that it will not be blocked by parked vehicles. BUILDINGS: 17 Address numerals shall be installed on the building at the front or other approved location in such a manner as to be visible from the frontage street. Commercial and multi family address numerals shall be 6 inches tall, single family address numerals shall be 4 inches tall. The color of the numerals shall contrast with the color of the background. ❑ Identify each gas and electric meter with the number of the unit it serves. ■ Fire Extinguishers must be installed prior to the building being occupied. The minimum rating for any fire extinguisher is 2A IOB/C. Minimum distribution of fire extinguishers must be such that no interior part of the building is over 75 feet travel distance from a fire extinguisher. ❑ Apartment houses with 16 or more units,hotels tmotels)with 20 or more units,or apartments or hotels(motels)three stories or more in height shall be equipped with automatic fire sprinklers designed to NFPA standards. i All buildings, other than residential, over 5,000 square feet,.shall be equipped with an automatic fire sprinkler system designed to NFPA standards. This includes existing buildings vacant over 365 days. ■ Submit plans for the fire protection system to the Fire Department prior to beginning construction of the system. ❑ Tenant improvements in all sprinklered buildings are to be approved by the Fire Department prior to start of construction. 11 Provide fire alarm (required throughout). Plan must be approved by the Fire Department prior to start of installation. 0 Fire Department connection to tsprinkler system/standpipe system) shall be required at Fire Department approved location. Note: The applicant must request, in writing, any changes to Fire Department requirements. ADDITIONAL INFORMATION: IS \��IL L J N�G�S S AFZ Y TD f`�(l=r 1 I1.19�1�'Ib1JALJLY �Pr��x A1Jn �IfZs= P2o rC-ep,��.l 2 STS= M C. FPa 170 111.941 CITY OF SAN BERNARDINO PARRS, RECREATION & COMMUNITY SERVICES DEPARTMENT IM EMED STANDARD REQUIREMENTS ��// case: AUG 0 7 1998 CfC� Date: DEPARTMENT CTY OF SAN P OFEPLNANNI G & Reviewed : BUILDING SERVICES GENERAL REQUIRMUMS: �!) Commercial Industrial and Multi-Unit f �] Assessment District [ ) Residential P] Purpose, Guidelines and submittal procedure ] Irrigation and Landscaping Plane. 3 Contact the City of San Bernardino Parks,Recreation and Community Services Department at (909) 384-5217 or 384-5314 for specific detailed requirements. SPECIFIC REQUIREMENTS: ] Maintenance of landscape areas ] Planter Areas [�K] Interior Planter Areas [X] Irrigation Systems [>(] Setback Areas N] Slope Areas [ ] Ground Cover and Bedding Material [ ] Erosion Control [V] Need Control PLANT MATERIALS ] Plant list and climatic conditions ] Street Trees [ ] Plant Material Size Requirements and Ratios INSPECTION AND OTEER REQUIRSNNENTS [)(] Irrigation System ] Landscaping [J( ] Eardscape Items [�(] Street tree Specifications [[,�((I Arborist Report ] Removal or destruction' of trees [ ] Screening Requirement (City, Dev.Code) Note: The applicant must request, in writing, any changes to the Parke, Recreation and Community Services requirements. Additional information YYIO Q o a Ms:,i 289- 191- 10 '5L&4 t 7fa : & /�t7/7� FV�/ 2$fo- 111 - 71 81 91 10111, 121 t3 / ` C�oMgs gQpS: GJ77 CT Zt 3t 4• SAN BERNARDINO MUNICIPAL WATER DEPARTMENT STANDARD REQUIREMENTS Review of Plans:Ca?A 96-o:5 ? WP ga-14 „FA'CTOnI KATw,. a Date Compiled: 1, J 98 Owner/Developer: STAM5 OF CALIFDR&M W.�. Compiled By: Pi• L6750nj TypeofProject: Ljot.F CoU2�E ylaSLJ969TALWAT ( nIL�i;<fteE Number of Units: Location: hloftSL1 507ril rw STXI£ 00SPSIAL ' NIUµLAr1D AUF.1tIE WATER DEPARTMENT ENGINEERING Contact. a L.L. 6P(i'� l Phone: F x1391 Fax: 384 5 32 Note: All Water Services are Subject to the Rules&Regulations of the Water Department. 0 Size of Main Adjacent the Project: E3 Approximate Water Pressure: Elevation of Water Storage: Hydrant Flow®20 psi: •Type, Size, Location,and Distance to Nearest Fire Hydrant: • Pressure Regulator Required on Customer's Side on the Meter. •off site Water Facilities Required. Area Not Served by San Bernardino Municipal Water Department. E✓WL) 0 Comments: Contact: _� kt Phone: - Fax: • R.P.P. Backflow Device Required at Service Connection. • Double Check Backflow Device Required at Service Connection. • Backflow Device to be Inspected Before Water Service can be Activated. • No Backflow Device Required at This Time. ENVIRONMENTAL CONTROL/INDUSTRIAL WASTE: Contact: -DI O 1 -A5120 Phone: 584 CiShc Fax: 594 54 �57 Note: No Brine Regenerative Water Softeners May be Installed, Unless Holding and Hauling is Provided for the Brine. All Interceptors will be a 1200 Gallon Capacity with a Sample Box Included. " -rR6 MoJear MAY REQUt d6 MIt7L'TI Pl.6 fm4 rrs,it4 t� / o?6vi .vl. p�'r pLAi j64 HJST Co„wLT WITH ,]f balustrial Waste Permit Required. CilVIJbJptGJfAL. eo rorA,• " DtMJ C.&STICo to-Q-98 �/❑`Grease Interceptor Required. 0 Sand/Oil Interceptor Required. 0 No Issues at this Time. 0 Pro-treatment Required. t:EWER CAPACITY INFORMATION: "� '�.'r Contact: 1\iQ,c� TAt3MSCn _ Phone: �V4-,5D93 Fax: JtN-S�IS Note: Proof of Payment Must be Submitted to the Building&Safety Department Prior to Issuance of the Building Permit. 0 No Sewer Capacity Fee Applicable at This Time. Sewer Capacity Fee Must Be Paid to the Water Department for jAl- Gallons Per Day, Equivalent Dwelling Units: J(Subject to Recalculation of Fee Prior to the Issuance of Building Permit. - Breakdown of Estimated Gallons Per Day//: &I&A imu e- 1 htDtrna hA� 59�j��� to akdauv, rt_g .- Ve�a�.t S, M& �. oFk+�.r- S' ,[.. r- Se_ K&4 r4 p&A 'Ac M REQUMFR Cn1h \ ❑ CITY OF SAN BERNARDINO PLANNING & BUILDING SERVICES DEPARTMENT ❑ 300 NORTH 'D' STREET. SAN BERNARDINO, CA 92418 • (909) 384-5057 ❑ ❑ ❑ PROJECT REVIEW ROUTING PROJECT: General Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 TO: VALERIE C. ROSS-ERC/DRC CIJAIRPERSON MATTHEW SWALBERG-PARKS&RECRFA77ON MARGARET E. PARK-PLANNING DIVISION STEVE JARVIS-POLICE DEPARTMENT MBCE GRUBBS-PUBLIC WORKS DEPARTMENT(2) ,LYNN MERRML-PUBLIC SVCS DEPARTMENT MARK ANDERSON-FIRE DEPT. JEFF ZBJNER-ECONOMIC DEVELOPMENT AGENCY DON JACKSON-DEV. SVCS.DIVISION ANN HARRIS-MAIN STREET BILL BRYDEN-WATER DEPT. JIM WATSON-WATER RECLAMATION PLANT COUNCMMAN SCHNETZ-COUNCIL WARD /I FROM: JOE BELLANDI, ASSOCIATE PLANNER—PLANNING DIVISION DATE: June 15, 1998 E/DRC MEETING DATE DESCRIPTION: "Patton Station" A request to establish a golf course, putting course, conference center, restaurants, hotel, commercial, retail, and recreation center. A request for a General Plan Amendment to change the land use district from PF, Public Facility to PCR-Public/Commercial Recreation and CG-1, Commercial General. LOCATION: The project is located south of Patton State Hospital. 3100 E Highland. OWNER: State of CA/East Valley Water District APPLICANT: California Golf Holdings GENERAL PLAN/ZONING DESIGNATION: PF, Public Facility APN: 0285-191-10, 0286-111-07, 08, 09, 10, 11, 12 & 13 CEQA STATUS: 30 day Initial Study Review 6/1 t/v- COAMAJUB ~ARMY. COMMENTS. QtxslsAl /ISatr►. (USE ADDITIONAL SHEETS IF NECESSARY)—/ is f>~kLojLAF5 Moo- /weer cIry sw-000 SDJ .wJ sNJJCC 6a J,z✓J z/J� .�� N/ LOJV�ia sNa�► aJMrrTg. Aio .06W i a&.Y !oZ , a RtW 74W- 3/ mu ?4u?N sre A&uW sJeW&d5 a4,0 A.W760 ACCI /B 11/ A44IA 7D A R*O PAITI&E VIE" ra OZ14 l21e 56&&C AT Sodnl SJOB S) Aht/wr 7o dew svdmrr C`pAL4aA0 AAIIoonBJ fc2 CITY /hispyr uxq Ah,le 7a t/SJV iF C64AJ=WE aF a "4LC e, owor IS hycolow • CovT - 7D VJ6 Crrl 2trfutS Qot1.OYf Fbeaezo 4OV121AI4 CC-d5T4VCFXkl. ❑ CITY OF SAN BERNARDINO PLANNING & BUILDING SERVICES DEPARTMENT ❑ 300 NORTH 'D' STREET, SAN BERNARDINO, CA 92418 • (909) 384-5057 ❑ ❑ ❑ PROJECT REVIEW ROUTING FGeneral Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 ALERIE C.ROSS-ERCIDRC CHAIRPERSON MATTHEW SWALBERG-PARKS&RECREATION MARGARET E. PARK-PLANMNG DIVISION STEVE JARVLS-POLICE DEPARTMENT MICE GRUBBS-PUBLIC WORKS DEPARTMENT(1) .LYNN MFRRILL-PUSUC SVCS DEPARTMENT MARK ANDERSON-FIRE DEFT. JEFF ZINNER-ECONOMIC DEVELOPMENT AGENCY DON JACKSON-DEV. SVCS. DIVISION ANN HARRIS-MAIN STREET BULL BRYDEN-WATER DEPT. JIM WATSON-WATER RECLAMATION PLANT COUNCILMAN SCHNErZ-COUNCIL WARD N/ FROM: JOE BELLANDI, ASSOCIATE PLANNER—PLANNING DIVISION DATE: June 16, 1998 E/DRC MEETING D DESCRIPTION: "Patton Station" A request to establish a golf course, putting course, conference center, restaurants, hotel, commercial, retail, and recreation center. A request for a General Plan Amendment to change the land use district from PF, Public Facility to PCR-Public/Commercial Recreation and CG-1, Commercial General. LOCATION: The project is located south of Patton State Hospital. 3100 E Highland. OWNER: State of CA/East Valley Water District APPLICANT: California Golf Holdings GENERAL PLAN/ZONING DESIGNATION: PF, Public Facility APN: 0285-191-10, 0286-111-07, 08, 09, 10, 11, 12 & 13 CEQA STATUS: 30 day Initial Study Review Joh- kubvi JiJriRL AvI- Codrui Ii 71) 7/i3?At, COMMENTS: ✓�aoJMWTAL, (USE ADDITIONAL SHEETS IF NECESSARY) �/ A JCU4 w.1JTa CAJUOEtAoJ QA?x aiwm7�J , /h10 IsMMAhO 14ArIC QDII1G+J7JftU OM 7a 4904 6stmMMA1 AA(F CF gCYl1 M mN�wJ RuV 2) ,42W 2W 14Ans 6avAP�;voA1 QF �p5 n.r�C 1D ddoT+✓s�4 ?�A�r Prws r 7V svtlnlJr aeycuAg A4 c4pu Awr A1&xu&4wr 7D A01070 50Zwvap/v10w&J.. Pew T tJSr, rtjm it A*U hf F�r i A,0 � l&.aL Met 7a wu*,kg 6F P�WX or ATL^k Y J 1 � courses are Shandin Hills, five miles to the northwest, San Bernardino Golf Club, five miles to the southwest, and Palm Meadows, four miles to the south. f) The Patton Station will include a variety of land uses that will generate both solid waste and green waste. Hazardous waste generation would not be associated with any of the proposed uses. Based on waste collection data obtained from other similar uses and waste collectors, the following estimates of project waste generation are provided. Tons/Year• Cubic Yards/Year Golf Course Driving Range Green Waste 120 66 /200 Landscaping Green Waste 15 8 /yo Hotel Solid Waste 76 48 kof Restaurants (5) Solid Waste3 798 499 4tyIo Commercial Uses and Offices Solid Wastex 64 40 TOTALS 1 1 1,073 1 661 7o)o *Arrowhead County Club,San Bemardino 1.8 cyhon — Ate 4/cy vuc04400 l3S cy/w'w#x 2 1.6 cy/ton_ ASO b/ey pAfCw0A0d 7 — 33O!/N wu.Arn/ The green waste generated on-site from gold course driving range and putting course grass clippings,tree and shrub cuttings,and other landscape maintenance is estimated at 135 tons per year. This waste generation will subject to a Green Waste Management Plan, to be prepared by the Applicant for the City of San Bernardino. The total solid, non hazardous waste to be generated from all other uses is estimated at 938 tons per year. The City of San Bernardino,has recommended that the Applicant locate one or two trash compactors on-site and reduce the volume of waste.A Recycling and Waste Management Plan will be submitted to the City of San Bernardino, Public Services Department. PM or 00A4 36 WILL Qa006 ventcts T41A N1w Iww6 7gLkW. Afik" 0AM ANK9 7O Tr✓tff irk "Ise YAUI(C. Compliance with the City's recycling and waste management guidelines and requirements will reduce the project's impacts to local landfills and result in less than significant impacts. g) The project will generate an estimate 11,199 vehicular trip-ends per day. The primary access to the site will be Highland Avenue,a major arterial in the City. The majority of these trips will be passenger vehicles. Other vehicles will include shuttle vans and delivery vehicles. The impact of the project-related traffic on road maintenance is not determined to be significant. XII. UTILITIES a) The project-related demand for natural gas will be an estimated 38,600 cubic feet per month. This is an approximate increase of 0.000000322 percent over the current demand of G MjCCtV4nmeporMSA di9,va IS-48 9-pl-98 W29 ���µVilRnYyO C I T Y O F A. _ an Bernardino R A C H E L C L A R K C I T Y C L E R K September 10 , 1998 Mr. Bill Ullman California Golf Holdings P .O. Box 458 Patton, CA 92369 Dear Mr . Ullman : At the meeting of the Mayor and Common Council held on Tuesday, September 8 , 1998 , the following action was taken regarding General Plan Amendment No . 98-03 and Conditional Use Permit No. 98-14 , to change the General Plan designation to PCR, Public Commercial Recreation, and CG-1, Commercial , and to construct a golf course, driving range, and related commercial facilities north of Patton State Hospital : The hearing was closed; and the Mayor and Common Council adopted the Mitigated Negative Declaration and Mitigation Monitoring and Compliance Program, adopted the resolution which approved General Plan Amendment No . 98-03 , adopted the resolution which certifies the Traffic Impact Analysis, and approved Conditional Use Permit No . 98-14 based on the Findings of Fact and subject to the' Conditions of Approval and Standard Requirements, as outlined in the staff report dated August 21, 1998, from Michael E . Hays, Director of Development Services . If we can be of further assistance, please do not hesitate to contact this office . Sincerely, Rac 1 G. Clark City Clerk CC : Michael Hays, Director of Development Services Carolyn Momsen, State of California Bob Martin, East Valley Water District P . O . 0 0 X 1218 , SAN 8 E R N A R D I N O , CA 02402 1 0 0 N O R T H 0 ST R E E T S A N 8 E R N A R O I N 0 C A L I F O R N I A 92 4 1 8 - 0 0 0 1 ( 9 0 9 ) 2 8 4 - 3 0 0 2 ( 9 0 9 ) 2 8 4 - S 1 02 F A X . ( 9 0 9 ) 2 8 4 -S 1 5 8 T O D ITT Y - ( 9 0 9 ) 2 9 4 . 5 5 40 CITY OF SAN BERNARDINO REU!vV :I_nC y `,; Development Services Department L .i,. Interoffice Memorandum gg AUG 28 A10 :45 TO: Mayor and Comlm�on Council FROM: Valerie C. Ross Principal Planner SUBJECT: "Patton Station" - General Plan Amendment No. 98-03 and Conditional Use Permit No. 98-14 DATE: August 26, 1998 COPIES: James Penman, City Attorney; Rachel Clark, City Clerk; Fred Wilson, City Administrator; Michael Hays, Director ---------------------------------------------------------- - - - - ------------------------------- "Patton Station" is a proposal to establish a golf course, driving range and related commercial uses on two sites north and south of Patton State Hospital. The project is being scheduled for the Mayor and Common Council meeting of September 8, 1998. The background information is being distributed separately so that you will have an opportunity to review the materials before the Council meeting. The documents include the following: ❑ Planning Commission Staff Report dated September 18, 1998 Attachments: A Location Map B Site Plans* C General Plan and Development Code Conformance Table D Conditions of Approval E Standard Requirements F Initial Study G Responses to Comments H Mitigation Monitoring and Reporting Program I Traffic Impact Analysis * Full size maps of the elevations and conceptual landscape plans are available in the Planning Division and will be posted at the Council meeting. 09/08/1998 Item $36 EXHIBIT 3 SUMNLARY CITY OF SAN BERNARDINO PLANNING DIVISION CASE: General Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 AGENDA ITEM: #4 HEARING DATE:8/18/98 WARDA APPLICANT: OWNER: California Golf Holdings State of California William W. Ullman Carolyn Momsen, Office of Real Estate and Design P.O. Box 458 400 "R" Street, Suite 5000 Patton CA 92369 Sacramento CA 95814 REQUEST / LOCATION - A request for approval of a General Plan Amendment from PF, Public Facilities, to PCR, Public Commercial Recreation for the North Site Golf Course, and CG-1, Commercial General, for the South Site hotel, conference center, commercial/retail, and restaurants; approval of Conditional Use Permit to develop the commercial development. The project sites are located on approximately 111 acres, on the north and south sides of Patton State Hospital, bisected by Highland Avenue. CONSTRAINTS/OVERLAYS Area of High Wind Hazard. ENVIRONMENTAL FINDINGS: • Not Applicable • Exempt, Section • No Significant Effects • Mitigated Negative Declaration; Mitigation Monitoring and Compliance Program STAFF RECOMMENDATION: ■ APPROVAL ■ CONDITIONS ❑ DENIAL ❑ CONTINUANCE TO: 8/13/98 Page No: l REQUEST AND LOCATION The applicant, California Golf Holdings, a California Corporation, has proposed "Patton Station", a golf course and recreation/commercial mixed use development. The proposal consists of two separate sites that will be in the development of the project. The sites are generally located North(73 acres) and South (38 acres) of Patton State Hospital (Attachment A). The golf course will be located on the North Site, between Victoria Avenue on the west to Orange Street on the east. The hotel/commercial/mixed use components of the proposed project will occur on the South Site, lying between Central Avenue on the east and City of Highland corporate limits on the west(Attachment B). The applicant requests the approval of a General Plan Amendment from Public Facility (PF) to Public Commercial Recreation (PCR) for the North Site, and General Commercial(CG-1) for the South Site, pursuant to Development Code Section 19.50.020. The existing Land Use Designation of PF is due to the association these properties have historically had with Patton State Hospital, and because they are under State ownership. The PCR District is established for purposes of accommodating public outdoor recreation, including such uses as stadiums, and sporting facilities, and public and private golf courses. The proposed Patton Station is designed in accordance with Section 19.10.030 of the Development Code—Golf Course and Related Facilities. The CG-1 District is intended for the establishment of mixed use entertainment and commercial/retail uses along major corridors. The location of the"Patton Station" is proposed in exactly such a setting along the Highland Avenue corridor, immediately adjacent to commercial/retail development, multi-family development, and the Patton State Hospital. Since the 1980's, several studies have been prepared for both the North and South Sites to provide information necessary to assist the State of California and the East Valley Water District (EVWD) in property acquisitions negotiations, site remediation, and a 1987 proposal to construct a golf course on the North Site. The original "Patton Golf Course" was authorized by legislation (AB 273 1) enabling the development of the vacant acreage surrounding the hospital grounds in a manner compatible with and aesthetically sensitive to the residents of the surrounding area. The proposed golf course underwent CEQA review with EVWD acting as the Lead Agency in 1988. An Environmental Assessment determined that a Negative Declaration be prepared, with adopted mitigation measures. A Notice of Determination was filed, documenting the February 3, 1989 adoption of the Negative Declaration by EVWD Board. The lack in securing an actual developer for the project has kept the project from proceeding until now. Projects/421/Staff Reportt08/13/98 General Plan Amendment No.98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No:2 The applicant requests the approval of a Conditional Use Permit under the authority of Development Code Section 19.36.050 to construct a golf course, hotel, recreation and commercial center, as described below: PROJECT DESCRIPTION North Site The 73-acre North Site is the proposed location of a 12-hole golf course, starter shack, restrooms and maintenance building. The golf course will be operated from the Club House, near the Driving Range, on the South Site. Access to the golf course will be provided via a golf cart path which would begin on the South Site, continue northerly through an existing tunnel under Highland Avenue, then proceed easterly and northerly adjacent to the hospital facility, to the starter shack, located at the center of the course. The golf course will be operated during daylight hours only. Lighting will be provided only for security purposes near the starter shack and maintenance building. All general operations will be coordinated from the golf course office located on the South Site near the driving range. South Site The 38-acre South Site is the proposed location of a variety of golf-related facilities, hotel and associated amenities identified below. Hotel and associated amenities: • 200-room hotel • 400-seat conference center • Pool and deck area • 18-hole putting course Golf-related facilities: • Double-decked driving range with 94 tees • Office/Deli/Pro shop (Club House) Retail Commercial/Restaurant • Four restaurants • Fast food restaurant with drive-thru • Specialty commercial/retail tenants and service-related uses • Commercial entertainment(i.e. "Virtual Reality" or similar) Projects/421/Staff Report/08113/98 General Plan Amendment No.98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 3 At full buildout, the various businesses on the South Site could employee up to 500 persons in combinations of commercial/retail and service trades, hotel and restaurant, along with golf maintenance and management. Certain components of the project will be operated 24 hours per day, including the driving range, restaurant and/or fast food use, and hotel check-in/check-out. The driving range will include protective netting along Central Avenue, and the interior western golf balls. The design,edge of the range, to control e rrant g g n, height, and placement of poles and g netting have been analyzed by visual simulation included to the Initial Study. The Central Avenue Streetscape will be completely landscaped, as illustrated in the visual simulations, to aid in screening and buffering the impact of the netting along Central Avenue. SETTING/SITE CHARACTERISTICS The North Site was previously used by the Hospital for agriculture. The North Site is largely unused at the present time, with some remnant citrus trees remaining in the northeast portion of the site. A cemetery (approximately 3-acres in area), once used by the Hospital, is located at the northwest comer of the site, adjacent to Victoria Avenue. The cemetery is presently cemetery will be reserved in lace with used b the hospital. The ry P P unimproved, and is no longer us y p the addition of turf and a site memorial, however the area will be isolated from construction- related disturbance. The entire North Site is owned by the State, leased to the East Valley Water District (EVWD), and sub-let for development and operation of the golf course and associated activities to California Golf Holdings. The remaining elements of "Patton Station" will occur on the South Site. The South Site included facilities that were historically part of Hospital operations, including a laundry, pig farm and slaughterhouse, incinerator and domestic garbage dump areas, sewage treatment plant and sludge drying beds. These facilities were used by the hospital until the mid-1970's. These structures and facilities have all been demolished and all hazardous materials and soils were removed from the site earlier this year by a Ambient Environmental Inc., a qualified environmental consulting and remediation company. The only improvement remaining on this site is a parking lot currently used for employee parking for the San Manuel Indian Casino. Employees are shuttled from the parking lot to the casino at the north end of Victoria Avenue. The northwest corner of this site is owned by EV WD (9.5 acres), with the remainder owned by the State (28,5 acres). Both the North and South Sites have received soil which was excavated by County Flood Control from the San Canyon Basin during the winter months. This soil will be used on-site to facilitate mounding and contouring of the golf course and driving range. Projects/421/Staff Repon/08 113/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 4 Parking Analysis TABLE 1 Summary of Building Square Footage and Parking Requirements Note: All parking is provided on the South Site US (BUILDING Site Data Parking Requirements Total Parking TYPE: Per Dev. Code Required HOTEL: 200 Rooms 1.1 space/room 224 Meeting Rooms 10,0000 SF 1 space/50 SF 200 GOLF COURSE: 12 Holes 6 spaces/hole 72 Pro Shop 400 SF 1 space/200 SF 2 Delicatessen 1000 SF 1 space/100 SF 10 DRIVING RANGE: 94 Tees 1 space/tee, plus 3 spaces 97 RESTAURANT: 21,600 SF 1 space/35 SF seating area, 428 Three restaurants and plus 1 space/200 SF Sports Bar of other GFA FAST FOOD: 2,800 SF 1 space/100 SF 28 COMMERCIAL/ 33,700 SF 1 space/200 SF 169 RETAIL/OFFICE: TOTAL PARKING 1230 REQUIRED: TOTAL PARKING 1340 PROVIDED: HANDICAP 1340 Spaces 7 + 1/200 total parking 14 ACCESSIBLE provided I spaces provided Projects/421/Staff Report/08/13198 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 5 Landscape Area/Parking Analysis_- For South Site Only, Land Use District CG-1 (Attachment C) Site Data Development Code As Proposed Site—38 Acres Requirements Maximum Lot 3 acres 50% maximum 8% Coverage (building) Landscaped Coverage 16 acres No minimum 41% Parking Lot 19 acres 15% 15% min. Landscaping Parking Lot Shading 25% 28% Parking Spaces 1,230 4707 7 Lighting Analytic All parking areas shall have lighting capable of complying with Development Code Section 19.24.060.7—minimum 1-foot candle across the surface of the parking area. All pedestrian areas/plaza will be appropriately lit for safety, security, and patronage of the project in evening and nighttime hours. Lighting of the driving range, as proposed, includes one overhead light mounted on the deck of the tee building (this illumination will be directed at the range to avoid impacts on Central Avenue and adjacent residential developments), all range lighting is ground-mounted to light only the ground surface and avoid impacts to off-site properties. Projects/421/Staff RepoN08113/98 General Plan Amendment No. 98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No: 6 Surrounding Land Uses and Land Use Designations Table 2 North Side Surrounding Land Use and Land Use Designations Existing Land Use Land Use Designation North Single—family residential, Serrano RS—Residential; PF— Jtmior High School Public Facilities (School) South The secured grounds of the Patton PF—Public Facilities (State State Hospital Hospital) East Orange Street; Single-family RS —Residential residential West Victoria Avenue; Flood control PFC—Public Flood Control basin owned and maintained by the San Bernardino County Flood Control District Table 3 South Side Surrounding Land Use and Land Use Designations Existing Land Use Land Use Designation North Highland Avenue; the secured PF—Public Facilities (State grounds of Patton State Hospital, Hospital) and the Highland Senior Center, and City Fire Station(located at the corner of Highland Avenue and Orange Street) South State Route 30 improved freeway State Route 30 improved freeway East Central Avenue; vacant land and RM—Residential Medium; multi-family residential CG—General Commercial West Commercial shopping center City of Highland; C-2— including Kmart, Food 4 Less, and Commercial and R-3 — Pic-N-Save, hotel, restaurants and Multi-family residential multi-family residential. Projects/421/Staff Report/08/13/98 I General Plan Amendment No.98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 7 PUBLIC COMMENTS AND CONCERNS Concern and questions expressed by surrounding residents have generally been focused on two primary issues: 1) the setbacks and protective netting alignment along the west side of Central Avenue adjacent to the driving range (South Site); and 2) the treatment of the existing drainage easement and channel along the north property boundary (North Site). Central Avenue The Central Avenue frontage has been the focus of specific design consideration as a result of concerns expressed by representatives of the adjacent apartment project located on the east side of Central Avenue. As a result of several meetings between the property representative and the applicant the streetscape design now incorporates the following elements: 1) the landscaping will include a percentage of 36" and 48" box trees to enhance the appearance of a mature streetscape to screen the impacts of the netting and poles from the pedestrian level; 2)the supporting poles will be painted in a fashion that will "disappear" in to the background, such as beige, light blue or gray tones; 3)the netting has been aligned at a"V-shaped" angle form the street frontage in order to avoid a continuous line of poles; and 4) grading of the site will create mounding that will reduce the visible pole/netting height to the extent feasible (typically 8 to 10 feet overall). The setback of the poles/netting from the curb face varies from 40 feet at the south end (near the deck), to a minimum of 20 feet(at the V-shaped angle point), and a maximum of 70 feet at the north end (near Highland Avenue). The height of the netting ranges from 80 feet at the south end, to 120 feet through the central portion, and decreasing again to a height of 40 feet at the south end. Protective netting will not be necessary along the Highland Avenue frontage due to the length of the driving range (approximately 300 yards). The angle point in the netting line, which is setback a minimum of 20 feet from curb face, is also the critical point of the ball trajectory from the driving range. At this point the netting height is at the maximum height of 120 feet. If this point were further setback from the curb face the netting height it would be necessary to increase the netting height to as high as 150 feet in order to maintain public safety. Maintaining the appropriate netting height is a critical public safety issue, errant golf balls in Central Avenue or the adjacent multi-family developments east of Central Avenue would be extremely hazardous. Therefore, the applicant's have provided a streetscape design solution that has incorporated the public safety factor, and aesthetic value of the streetscape. Projects/421/Staff Report/08/13/98 i General Plan Amendment No.98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 8 North Property Line/Drainage Easement The second area of area of public concern is related to an existing drainage easement and channel along portions of the north property boundary. The easement is on private property, and is not within the boundary of the golf course project site. However, the development of the golf course includes drainage and storm drain improvements that eliminate the need for the existing channel. The project proponents would prefer to clean the easement area, which has not been consistently maintained, by burying the existing concrete channel and providing a finished surface that could essentially be maintained as an extension of the golf course landscape area. BACKGROUND Development Review Committee The project was reviewed by the Development Review Committee (DRC) on June 18, July 16, and July 23, 1998 and cleared on to the Planning Commission on August 6, 1998. The Public Works Division, Building Services Division, Fire Department and Water Department have all provided Standard Requirements for the proposal. CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEOA) STATUS • The Initial Study was prepared by Lilbum Corporation, independently reviewed by staff, and presented to the Environmental Review Committee (ERC) on June 18, 1998. The ERC proposed a Mitigated Negative Declaration. The Initial Study is included as Attachment F. • The Initial Study was circulated to the State Office of Planning and Research, and was made available for Public Review and Comment from June 22, 1998 to July 23, 1998. Comments pertaining to the Initial Study were received from the following individuals and/or agencies: Goldie Walker, Serrano Band of Indians of San Bernardino W.L. Asher, Asher Investments 2, Inc. Barbara and Morley Barsky Mr. Pete B. Salcido Linda Grimes, Office of Regional Planning, CalTrans J. David Stein, Manager, Southern California Association of Governments Catherine L. Wasikowski, Director, Transportation Programs, SCAQMD Ray Gonzalez, Regional Manager, Southern California Edison Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No:9 Responses to the comments were prepared by Lilbum Corporation for the City and were independently reviewed by staff. The comments and the City's responses to the comments are included as Attachment G. • On August 6, 1998, the ERC reviewed the comments and responses, and finding them adequate and acceptable, recommended that the Planning Commission adopt the proposed Mitigated Negative Declaration. • The Mitigation Monitoring and Reporting Program was prepared by Lilbum Corporation, reviewed by staff, and determined to be adequate and acceptable. The Mitigation Monitoring and Reporting Program is included as Attachment H. ANALYSIS AND FINDINGS General Plan Amendment 1. The proposed amendment is internally consistent with the General Plan. The PCR District proposed for the North Site is established for the purposes of accommodating in such uses as stadiums and sporting facilities, farmers including P public outdoor recreation, g markets, and public and private golf courses. The CG-1 District proposed for the South Site is intended for the establishment of mixed use entertainment and commercial/retail uses along major transportation corridors, and especially reinforcing the commercial use along established commercial corridors. The location of the "Patton Station" is proposed in such a setting on Highland Avenue, immediately adjacent to commercial/retail development, multi-family development, and the Patton State Hospital. The proposed land use districts are consistent with the following City General Plan Goals, Objectives and Policies: Objective 1.3 - Provide for the development of a diversity of region-serving uses, including a minimum of 75 acres for expanded commercial-retail and sufficient acreage for expanded governmental, corporate office, hotel and convention, entertainment, cultural, educational, and similar uses in that the Patton Station project provides high quality in-fill development that will provide commercial and recreation opportunities for residents of the City of San Bernardino and the surrounding communities. The proposed project will complement existing development in the area, including the San Manuel Indian Casino, the CYSA soccer complex and mountain resorts. Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 10 Goal 1B - Provide employment opportunities for existing and future residents of the City and those of adjacent communities in that the Patton Station project employment opportunities, at complete development will add approximately 500 jobs to the locate economy. Elements of the proposed project including the golf course, driving range, hotel and conference facilities provide services that are not conveniently available in this portion of the City. 2. The proposed amendment would not be detrimental to the public interest, health, safety, convenience, or welfare of the City. The development of a golf course on the North Site will serve as buffer between the hospital and residential areas. The concept of the buffer between the hospital and the adjacent residents, was a primary factor in the established of the enabling legislation by the State legislature. This was especially critical during the 1970's and 80's as the hospital operation was modified to include a more dangerous population of patients, including a criminally insane. The proposed land use designations are compatible with the following City General Plan Policies: Objective 6.4 — Accommodate alternative modes of transportation to the private automobile in the City, including non-motorized transportation (bicycle and pedestrian), and public transportation and recreational trails in that the Patton Station project design includes the placement of a bus stop for Omnitrans service on Highland Avenue. Shuttle service between Patton Station and the San Manuel Indian Bingo Casino and the CYSA soccer complex is also anticipated as part of operation of the hotel. The project would therefore assist in meeting the following City General Plan Objective and Policies: 3. The proposed amendment would maintain the appropriate balance of land uses within the City. The proposed uses are compatible with the General Plan designations of surrounding properties, as well as current land uses as described in the Setting/Site Characteristics section of the Staff Report. The golf course is an appropriate buffer between the hospital and the residential neighborhood on the North Site; and the commercial/retail/recreation uses on the South Site are compatible uses with the adjacent commercial development, as well as existing multi-family residential areas located on both the east and west boundaries of the site. 4. In the case of an amendment to the General Plan Land Use Map, the subject parcel(s) is physically suitable (including, but not limited to, access, provision of utilities, compatibility with adjoining land uses, and absence of physical constraints) for the requested land use designation(s) and the anticipated land use development(s). The existing General Plan Land Use designation of PF - Public Facilities is due to the historical association of the property to the Patton State Hospital. The proposed land use district Pmjects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 11 amendment to PCR—Public Commercial Recreation (North Site) and CG-1 General Commercial (South Site) is compatible with adjacent land use districts and existing development in the area. The proposed project is in-fill development along an urbanized corridor with convenient freeway access to SR 30. The proposed project is designed to buffer the surrounding residential development from impacts associated with Patton State Hospital. The proposal is compatible with surrounding commercial, residential and multi-family development. Conditional Use Permit 1. The proposed use is conditionally permitted within, and would not impair the integrity and character of the subject land use district and complies with all of the applicable provisions of this Development Code. North Site Pursuant to Development Code Section 19.10.010.2.A. the proposed Golf Course is permitted in the PCR Land Use District subject to approval of a Development Permit. However, all components of the proposed project have been included in the Conditional Use Permit application. The Golf Course has been designed to incorporate the standards pursuant to Development Code Section 19.10.030.1. The proposed Golf Course, located on 73 acres of land lying north of Patton State Hospital, has been conceived as a buffer between the Hospital and the single-family residential neighborhood, located north of the State property. South Site Pursuant to Development Code Section 19.06.020, the proposed mix of uses, including hotel, restaurants, commercial recreation, and related services, are permitted in the CG-1 Land Use District, subject to the approval of a Conditional Use Permit. All anticipated uses anticipated within ultimate development of the site have been included in the Conditional Use Permit. The proposed Site Development Plan complies with all setbacks and standards pursuant to Development Code Section 19.06.030, Table 06.02. The proposed development will provide a high-quality in-fill development in an urbanized corridor. The proposed development will provide activities which are not currently available in this portion of the City, including the driving range, hotel and conference facilities, and specialty retail services. Projects/421/Staff Report/08/13/98 i General Plan Amendment No.98-03 Conditional Use Permit No.98-14 Hearing Date: August 18, 1998 Page No: 12 2. The proposed use is consistent with the General Plan. The proposal is consistent with General Plan Goal and Policies as identified above in the General Plan Amendment Analysis and Findings No. 1. 3. The approval of the Conditional Use Permit for the proposed use is in compliance with the requirements of the California Environmental Quality Act and Section 19.20.030(6) of the Development Code. An Initial Study was prepared and circulated for public review and comment in compliance with n identified and are included in the Mitigation Monitoring CEQA. Mitigation measures have been g and Reporting Program. All mitigation measures have been made project Conditions of Approval. All CEQA requirements have been met. 4. There will be no potentially significant negative impacts upon environmental quality and natural resources that could not be properly mitigated and monitored. As identified in the Initial Study, the project will not result in any unmitigated potentially significant negative impacts upon environmental quality and resources. All mitigation measures will be properly monitored as identified in the Mitigation Monitoring and Reporting Program (Attachment H). 5. The location, size, design, and operating characteristics of the proposed use are compatible with the existing and ftture land uses within the general area in which the proposed use is to be located and will not create significant noise, traffic or other conditions or situations that may be objectionable or detrimental to other permitted uses in the vicinity or adverse to the public interest, health, safety, convenience, or welfare of the City. The proposal is in compliance with all applicable Development Code Standards and is consistent with the General Plan as noted in the General Plan Amendment Analysis and Findings No. 1. The proposal will not create any significant air quality, noise, traffic, or aesthetic impacts that may be objectionable, as identified in the project Initial Study. In addition, all mitigation measures will be properly monitored as identified in the Mitigation Monitoring and Reporting Program (Attachment H). Therefore, the proposal will not be detrimental to other permitted uses in the vicinity and will not create a situation adverse to the public interest, health, safety, convenience or welfare of the City. Projects/421/Staff Report/08/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 13 6. The subject sites are physically suitable for the type and density/intensity of use being proposed. The sites are physically suitable for the type and density/intensity of the project being proposed as evidenced by project compliance with all applicable Development Code Standards. 7. There are adequate provisions for public access, water, sanitation, and public utilities and services to ensure that the proposed use would not be detrimental to public health and safety. All agencies responsible for reviewing access, and providing water, sanitation and other public services have all had the opportunity to review the proposal, and none have indicated and inability to serve the project. A focused Traffic Impact Analysis was prepared specific to the proposed project and is included as Attachment I. The Initial Study includes Mitigation Measures for on-site and off-site improvements to reduce transportation impacts identified in the Traffic Impact Analysis (TIA) to a less than significant level. In addition, a Congestion Management Plan (CMP) TIA has been prepared and circulated for comments from County of San Bernardino, CalTrans, City of Highland and SANBAG. The CMP TIA provides an evaluation of on-site and off-site traffic impacts pursuant to the City of San Bernardino and San Bernardino County Congestion Management Program requirements. CONCLUSION The proposal meets all necessary Findings of Fact for approval of the General Plan Amendment and Conditional Use Permit. RECOMMENDATION Staff recommends that the Planning Commission recommend to the Mayor and Common Council: 1. Adoption of the Mitigated Negative Declaration (Attachment F) and approve the Mitigation Monitoring and Reporting Program (Attachment H); 2. Approve General Plan Amendment 98-03; and 3. Approve Conditional Use Permit 98-14 as based on the Findings and Fact contained in the Staff Report and subject to the Conditions of Approval (Attachment D) and Standard Requirements (Attachment E). Projects/421/Staff Report/09/13/98 General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 Hearing Date: August 18, 1998 Page No: 14 Respectfully submitted, MICHAEL . HAYS Director of Development Services JOE BELLANDI Associate Planner Attachments: A- Location Plan B - Site Plan C - General Plan and Development Code Conformance Table D - Conditions of Approval E- Standard Requirements F - Initial Study G - Response to Comments H - Mitigation Monitoring and Reporting Program I - Traffic Impact Analysis Projects/421/Staff Report/08/13/98 � � 1 • ' � • AGENDA ITEM # • . • . • L, WIV liimA• E �llfl G -i- a lam• �Jt II �. Al IAL;rlMr—N I b CS to it I'vs; ki fu ;;2;! :131• t w ; a 04 , ii I if 2 tf!; ri. ic jai; gps '-E 1"Ps N PIEUIP, j- Ell ol Iiii-3. I it. it is, pu If if —1i; Iii if I IE! fit 1 .2 T4, r 71 11. I urua o 0 � � a; N all LLi It D #A. 0' H J Z ►- � iF S 0 = £ �d f� 1111!11 Ilul�u 11 I Ilq a 1• fa a i 1 Z P p r � t. 1 v Z 11 dd - TIP [j CIO d rX B �1� " •. S �, z a I b ® g r : : t O e y 7 7 YC .aW GG qG¢ J6 it y :k_f I�,Y �i .,.� 'P • �� L 0 iL � ITIM KIN I LN I , u y ` lee I.. i� !4 : : EMs�A.:�CRr�1►IJi11�IfSY� I a I S S it �j IofiSi61!; iitUi!�; �li� I`i�li4 � E �t Ml ® fY li�i t t ii 1 tr t t 4 33AAAAII V r�y � I G °Y° I h • • • r S.�yd- r-. _ ' -------------- _ ____ _ Jill Jim I.011 pi I'Jill � it r•I J i L / �W V D Jill 11,1116 !111111711 4 I i '`fie CLOO of � 4 i V r i i L • V j J, 3 � r Y r /i i �i i� MArYF�Wwi I ,- II i Il i i I 1 1 i I I I li E 1 a 1 1 � I f � 1 f I I I I I ti 9 rew a j Fl I O J 7 d N 1 ' jj its ' i ; AA 0 en o I Y _ 3 C i II I I i I, I � C 9� _ h R._ •g END All _ 4`• 1: IY. a O + 1 ! Jill CD d N S �I , � � � I ! 1III . I � � IIII � IIi a�c: 2 p i y I I - I, I 7 I - Z 2�- I. it w N rt tt y I (i i .64 I . ,I 'I I r �I Cp I j• ` O n e ' a u M I �I N ooJ IICI � I , ,II d N (o� i. I I I l i m. +t �oz I U-1 1 I � !I i UJ 1 ui CL R LU U) 0 LLJ c 0 C) 0 LU Cl < • J . LAIC r- i Ali: ft Yl/ 771 illl it .......... ... ......... . P. < I 'A IV�l 143 0= :4 41 Q-D - EEO- HIO I L 7z- zI---Gy------ ATTACHMENT C DEVELOPMENT CODE AND GENERAL PLAN CONFORMANCE General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 CONDITIONAL USE PERMIT Development General ate o Proposal Code Plan Permitted Use Retail, Commercial Permitted subject to Permitted Hotel Conditional Use Permit Height 36 feet' 30 feet 30 feet (3 story) (2 stories) (2 Stories) Setbacks Highland Ave 20 feet 10 feet N/A Central Ave 20 feet 10 feet N/A Landscaping 678,665 square feet 249,792 square feet N/A (41.0 percent) (15 percent) Lot Coverage 4.175 percent 50 percent N/A Parking 1340 spaces 1230 spaces N/A 1. May exceed height with a Conditional Use Permit, pursant to Development Code Section 19.36. In CG-1, the site must abut a freeway. i ATTACHMENT D CONDITIONS OF APPROVAL for PATTON STATION GOLF, HOTEL and RECREATION/COMMERCIAL CENTER GENERAL PLAN AMENDMENT NO. 98-03 And CONDITIONAL USE PERMIT NO. 98-14 1. Within two years of development approval, commencement of construction shall have occurred or the permit/approval shall become null and void. In addition, if after commencement of construction, work is discontinued for a period of one year, then the permit/approval shall become null and void. Projects may be built in phases if preapproved by the review authority. If a project is built in preapproved phases, each subsequent phase shall have one year from the previous phase's date of construction commencement to have occurred or the permit/approval shall become null and void. Project: General Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 Expiration Date: September 8, 2000 The review authority may, upon application being filed 30 days prior to the expiration date and for good cause, grant one time extension not to exceed 12 months. The review project complies with all current Development Code authority shall ensure that the P aut ty P J P provisions. 2. Construction shall be in substantial conformance with the plan(s) approved by the Director, Development Review Committee, Planning Commission or mayor and Common Council. Minor modification to the plan(s) shall be subject to approval by the Director through a minor modification permit process. Any modification which exceeds 10 percent of the following allowable measurable design/site considerations shall require the refiling of the original application and a subsequent hearing by the appropriate hearing review authority if applicable. a. On-site circulation and parking, loading and landscaping; b. Placement and/or height of walls, fences and structures; C. Reconfiguration of architectural features, including colors, and/or modification of finished materials that do not alter or compromise the previously approved theme; and d. A reduction in density or intensity of a development project. Glprojects/421.00/mports/Cond�f--Appr I 3. In the event that this approval is legally challenged, the City will promptly notify the applicant of any claim or action and will cooperate fully in the defense of the matter. Once notified, the applicant agrees to defend, indemnify, and hold harmless the City, its officers, agents and employees from any claim, action or proceeding against the City of San Bernardino. The applicant further agrees to reimburse the City of any costs and attorney's fees which the City may be required by a court to pay as a result of such action, but such participation shall no relieve applicant of his or her obligation under this condition. 4. No vacant, relocated, altered, repaired or hereafter erected structure shall be occupied or no change of use of land or structure(s) shall be inaugurated, or no new business commenced as authorized by this permit until a Certificate of Occupancy has been issued by the Department. A temporary Certificate of Occupancy may be issued by the Department subject to the conditions imposed on the use, provided that a deposit osit is filed nt of Public Works prior to the issuance of the Certificate. The deposit with the Departure p P or security shall guarantee the faithful performance and completion of all terms, conditions and performance standards imposed on the intended use by this permit. 5. This permit or approval is subject to all the applicable provisions of the Development Code in effect at the time of approval. This includes Chapter 19.20 — Property Development Standards, and includes: dust and dirt control during construction and grading activities; emission control of fumes, vapors, gases and other forms of air pollution; glare control; exterior lighting design and control; noise control; odor control; screening; signs; off-street parking and off-street loading; and, vibration control. Screening and sign regulations compliance are important considerations to the developer because they will delay the issuance of a Certificate of Occupancy until they are complied with. Any exterior structural equipment, or utility transformers, boxes, ducts or meter cabinets shall be architecturally screened by wall or structural element, blending with the building design and include landscaping when on the ground. 6. All wrought fencing used within the project, and the project perimeter, shall be capped. 7. The handicap access ramps along the Highland Avenue frontage shall not exceed 5 percent slope. 8. A project specific Source Reduction and Recycling Plan and Green Waste Management Plan, must be submitted to Public Services Department for review and approval, prior to issuance of occupancy permits for any portion of the project 9. The refuse enclosure intended for use by Restaurant B, shall be located on the easterly side of the parking area(located south of the structure). 10. Central Avenue improvements adjacent to the project frontage, shall include meandering sidewalk, wrought fence at the right-of-way, 4 to 5 feet of undulating mounding along the parkway and street frontage, and a minimum of 70 trees at the following ration: 10% - 48 inch box, 50% - 36 inch box, and 40%- 15 gallon. G:/pmjects/421.00/mpcm/Cond- &Appr 2 11. The netting along Central Avenue shall be setback from curb face approximately 70 feet at the north end (near Highland), and approximately 20 feet behind the curb face at an angle point in the net structure which is located approximately 480 feet south of Highland Avenue. 12. This permit or approval is subject to the attached conditions or requirements of the following City Departments or Divisions: a. Public Works (Engineering) Division b. Building Services Division of the Development Services Department \\ C. Fire Department d. Parks, Recreation and Community Services Department e. Municipal Water Department f. Public Services Department Gl projecW421.00/reports/Condo&Appr 3 ATTACHMENT E STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL ♦ NOTE TO APPLICANT: Where separate Engineering plans are required, the applicant is responsible for submitting the Engineering plans directly to the Engineering Division. They may be submitted prior to submittal of Building Plans. 1. Drainage and Flood Control a) All necessary drainage and flood control measures shall be subject to requirements of the City Engineer, which may be based in part on the recommendations of the San Bernardino County Flood District. The developer's Engineer shall furnish all necessary data relating to drainage and flood control. b) A permit will be required from the Department of Transportation and Flood Control if any work is required within the Flood Control District's right-of- way. c) A local drainage study will be required for the project. Any drainage improvements, structures or storm drains needed to mitigate downstream impacts or protect the development shall be designed and constructed at the developer's expense, and right-of-way dedicated as necessary. d) Comprehensive storm drain Project Nos. 6-22 6-24 6-25. and 6-26 are master planned in the vicinity of your project. Therefore, these storm drains shall be designed and constructed at the expense of your project unless your Engineer can conclusively show that the drain is not needed to protect your Development. e) All drainage from the development shall be directed to an approved public drainage facility. If not feasible, proper drainage facilities and easements shall be provided to the satisfaction of the City Engineer. Page 1 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSE/DRIV/NG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL f) If site drainage is to be outletted into the public street, the drainage shall be conveyed through a parkway culvert constructed in accordance with City Standard No. 400. Conveyance of site drainage over the Driveway approaches will not be permitted. g) Applicant shall mitigate on-site storm water discharge sufficiently to maintain compliance with the City's NPDES Storm Water Discharge Permit Requirements. A "Notice of Intent (NO1)" shall be filed with the State Water Quality Control Board for construction disturbing 5 acres of more of land. h) The City Engineer, prior to grading plan approval, shall approve an Erosion Control Plan. The plan shall be designed to control erosion due to water and wind, including blowing dust, during all phases of construction, including graded areas which are not proposed to be immediately built upon. 2. Gradina and Landscapina a) If more than 1' of fill or 2' of cut is proposed, the site/plot/grading and drainage plan shall be signed by a Registered Civil Engineer and a grading permit will be required. The grading plan shall be prepared in strict accordance with the City's "Grading Policies and Procedures" and the City's "Standard Drawings", unless otherwise approved by the City Engineer. b) If more than 5 trees are to be removed from the site, a tree removal permit conforming to the requirements of Section 19.28.090 of the Development Code shall be obtained from the Department of Development Services prior to issuance of any grading or site development permits. Page 2 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL, RETAIL & GPA 98-03 AND GOLF COURSE/DRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL C) If more than 5,000 cubic yards of earthwork is proposed, a grading bond will be required and the grading shall be supervised in accordance with Section 7012(c) of the Uniform Building Code. d) An on-site Improvement Plan is required for this project. Where feasible, this plan shall be incorporated with the grading plan and shall conform to all requirements of Section 15.04-167 of the Municipal Code (See "Grading Policies and Procedures"). e) Refuse enclosures shall be constructed in accordance with City Standard Drawing No. 508. The minimum size of the refuse enclosure shall be 8 feet x 15 feet, unless the Public Services Department, Refuse Division, approves a smaller size, in writing. f) The Refuse Division shall approve the number and placement of refuse enclosures. g) Retaining walls, block walls and all on-site fencing shall be designed and detailed on the On-site Improvement Plan. This work shall be part of the On-site Improvement permit issued by the Department of Public Works/City Engineer. h) The portion of this project located north of Highland Avenue is located in the "High Wind Area". Therefore, all free standing walls and fences for that portion of the project shall be designed for a minimum wind load of 23 pounds per square foot of vertical surface, unless a lower value is approved by the City Engineer. i) The Drive-through lanes and the parking areas adjacent to the building for fast food restaurants shall be constructed of PCC concrete pavement. Page 3 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSE/DRII/ING RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND N/S PATTON STATE HOSPITAL j) The on-site improvement plan shall include details of on-site lighting, including light location, type of poles and fixtures, foundation design, conduit location and size, and the number and size of conductors. Photometry calculations shall be provided which show that the proposed on-site lighting design will provide 1 foot-candle of illumination uniformly distributed over the surface of the parking lot during hours of operation and 0.25 foot-candles security lighting during all other hours. k) The existing tunnel under Highland Avenue shall be retrofitted with lighting to provide a minimum lighting level, during hours of operation, of 5 foot-candles uniformly distributed within the tunnel. This level can be reduced to 1 foot-candle when the tunnel is closed to customers. 1) 2 foot-candles shall be provided on the surface of the golf path when operating after dark. This level can be reduced to 0.25 foot-candles when the golf cart path is closed to customers. m) A tunnel and golf cart path lighting plan showing feed point, conduit, conductor size and lighting fixture details shall be submitted to the City Engineer for approval and a permit. n) The design of on-site improvements shall also comply with all requirements of The California Building Code, Title 24, relating to handicap parking and accessibility, including retrofitting of existing structure access points for handicap accessibility, if applicable. o) The existing tunnel under Highland Avenue and the proposed golf cart path shall be made handicap accessible unless the Handicap Appeals Board grants a hardship exemption. Page 4 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIVING RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL p) The golf cart path on the north side of Highland Avenue shall be secured by approved fencing on both sides of the path. q) A handicap accessible path of travel shall be provided from the public way to each building entrance. All pathways shall be concrete paved and shall provide a minimum clear width of 4 feet. Where parking overhangs the pathway, the minimum paved width shall be 6 feet. r) Where the handicap accessible path of travel crosses drive aisles, it shall be delineated by striping or textured/colored concrete pavement. s) A reciprocal easement shall be recorded prior to grading plan approval if reciprocal drainage, access, sewer, and/or parking are proposed to cross lot lines. t) Where buildings cross interior lot lines or will have inadequate setback, the lot lines shall be adjusted to provide proper setback or the lot lines shall be removed by merging parcels. u) The project Landscape Plan shall be reviewed and approved by the City Engineer prior to issuance of a grading permit. Submit 5 copies to the Public Works Division for checking. v) In addition to the required on-site landscaping, the public right-of-way, between the property line and top of curb (also known as "parkway") along adjoining streets shall be landscaped and maintained in perpetuity by the developer. Details of the parkway landscaping shall be included in the project's on-site landscape plan, unless the parkway area is included in a landscape maintenance district, in which case, a separate landscape plan shall be provided. Page 5 of 16 Pages August 12, 1998 I STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIVING RANGE APPLICANT: PATTON . LOCATION: W/SOF CENTRAL A VENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL w) An easement and covenant shall be executed on behalf of the City to allow the City to enter and maintain any required landscaping in case of owner neglect. The Real Property Section for execution by the property owner and shall ensure that, if the property owner or subsequent owner(s) fail to properly maintain the landscaping, the City will be able to file appropriate liens against the property in order to accomplish the required landscape maintenance. A document processing fee in the amount of $200.0 0 shall be paid to the Real Property Section to cover processing costs. The property owner, prior to plan approval, shall execute this easement and covenant unless otherwise allowed by the City Engineer. 3. Utilities a) Design and construct all public utilities to serve the site in accordance with City Code, City Standards and requirements of the serving utility, including gas, electric, telephone, water, sewer and cable TV (Cable TV optional for commercial, industrial, or institutional uses). b) Each parcel shall be provided with separate water and sewer facilities so the City or the agency providing such services in the area can serve it. c) Backflow preventers shall be installed for any building with the finished floor elevation below the rim elevation of the nearest upstream manhole. d) Sewer main extensions required to serve the site shall be constructed at the Developer's expense. e) This project is located in the sewer service area of the East Valley Water District therefore, any necessary sewer main extension shall be designed and constructed in accordance with requirements of the East Valley Water District. Page 6 of 16 Pages August 12, 1998 i STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL, RETAIL 8 GPA 98-03 AND GOLF COURSE/DRNING RANGE APPLICANT: PATTON LOCATION: W/SOF CENTRAL A VENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL f) Utility services shall be placed underground and easements provided as required. g) A street cut permit, from the Public Works Division, will be required for utility cuts into existing streets where the street is not being repaved as part of the required improvements. h) All existing overhead utilities adjacent to or traversing the site on either side of the street shall be undergrounded in accordance with Section 19.20.030 of the Development Code. i) Existing Utilities which interfere with new construction shall be relocated at the Developer's expense as directed by the City Engineer, except overhead lines, if required by provisions of the Development Code to be undergrounded. See Development Code Section 19.20.030. j) Sewers within private streets or private parking lots will not be maintained by the City but shall be designed and constructed to City Standards and inspected under a City On-Site Construction Permit. A private sewer plan designed by the Developer's Engineer and approved by the City Engineer will be required. This plan can be incorporated in the grading plan, where practical. Page 7 of 16 Pages August 12, 1998 i STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL 8 GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL 4. Street Improvement and Dedications a) All public streets within and adjacent to the development shall be improved to include combination curb and gutter, paving, handicap ramps, street lights, sidewalks and appurtenances, including, but not limited to traffic signals, traffic signal modifications, relocation of public or private facilities which interfere with new construction, striping, shall be accomplished in accordance with the City of San Bernardino "Street Improvement Policy" and City "Standard Drawings", unless otherwise approved by the City Engineer. Street lighting, when required, shall be designed and constructed in accordance with the City's "Street Lighting Policies and Procedures". Street lighting shall be shown on street improvement plans except where otherwise approved by the City Engineer. Page 6 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STAT/ON SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL b) For the streets listed below, dedication of adequate street right-of way (R.W.) to provide the distance from street centerline to property line and placement of the curb line(C.L.) in relation to the street centerline shall be as follows: Street Name Ri ht of Wa ft. Curb Line ft a Way(ft. ( 1 Highland Ave (SS) 52' (10.75' Addit.) 44' Central Ave (WS South 44' (24' Addit) 32' of Highland Ave) Victoria Ave (ES north of 44' (21' Addit.) 32' Highland Ave) " Orange St (WS north of 30' 20' Highland Avenue)" SS = South Side. NS = North Side ES = East Side. WS = West Side c) In lieu of widening the east side of Victoria Avenue north of Highland Avenue and the west side of Orange Street north of Highland Avenue, the applicant may elect the following alternative conditions: Page 9 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL i) Widen and improve the north side of Highland Avenue between the San Manual Indian parking lot west of the project site to the City's fire station east of the project site. This widening shall include installation of curb & gutter, sidewalk, street lights, landscaping and irrigation. Widening adjacent to the old Patton Depot shall be subject to obtaining permission from SanBag for the widening. If permission to widen cannot be obtained, then an appropriate transition for traffic and drainage shall be designed and constructed. The existing right-of-way is 41.25 feet from centerline and no additional dedication will be required. The centerline to curb distance shall be 36 feet. ii) Install new wrought iron fence or relocate the existing chain link fence north of Highland Avenue along Orange Street to the existing right-of-way line. iii) Install Landscaping and irrigation system in the parkway area of Orange Street north of Highland Avenue adjacent to the site. iv) Add to or replace the existing concrete sidewalk along the west side of Orange Street north of Highland Avenue adjacent to the site to provide a minimum width of 6 feet if adjacent to curb or 4 feet if meandering. A minimum clear width of 4 feet shall be provided at obstructions. v) Construct a concrete sidewalk transition along the east side of Victoria Avenue north of Highland at the northwest corner of the site to join the existing sidewalk to the 4' wide sidewalk adjacent to the single family lot to the north. A culvert may be required unless the rubble ditch is abandoned as part of this project. Page 10 of 16 Pages August 12, 1998 i STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL d) Construct 6" Curb and Gutter per City Standard No. 200 adjacent to the site. Widen pavement adjacent to the site to match new curb and gutter. Construct approach and departure transitions for traffic safety and drainage as approved by the City Engineer. e) Construct sidewalk adjacent to the site in accordance with City Standard No. 202, Case "A" (6' wide adjacent to curb). f) Construct Handicap Ramps in accordance with City Standard No. 205 at all curb returns within and adjacent to the project site. Dedicate sufficient right-of-way at the corner to accommodate the ramp. g) Construct Driveway Approaches per City Standard No. 204, Type II, including Handicap by-pass. Remove existing driveway approaches that are not part of the approved plan and replace with full height curb & gutter and sidewalk. h) Curb returns at the intersection of two arterial streets shall be 35 feet unless otherwise approved by the City Engineer. Curb returns for other intersections shall be designed with 25-ft radius. i) Construct all cul-de-sac's and knuckles in accordance with City Standard Drawing No. 101. j) Install Street Lights adjacent to the site in accordance with City Standard Nos. SL-1 and SL-2. Page 11 of 16 Pages August 12, 1998 i STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE SIS STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL 5. Traffic Improvements a) Replace the existing traffic signal at Highland Avenue & Patton Hospital Entrance/Patton Station project entrance. The existing traffic signal equipment shall be removed and replaced with the current traffic signal standards (protective/permissive, including poles, lighting, controller, service, 12° signal heads, ADA pedestrian indications & push buttons, etc.). b) A landscaped median shall be installed along Highland Avenue adjacent to the project site. The City Traffic Engineer shall determine the dimensions of the median. c) Install a new protective/permissive traffic signal at the intersection of Highland Avenue and Central Avenue at the ultimate location, including acquisition of necessary right-of-way at the SE corner. Provide a left turn pocket for westbound Highland Avenue. Also, a striping plan shall be developed for Highland Avenue between Central Avenue and Orange Street. d) Provide the additional lanes along Highland Avenue at Arden Avenue to mitigate the impacts to this intersection. The improvements shall include but not be limited to striping, signing, new detector loops, improved timing, controller modifications and any other items that are needed to mitigate this location. e) Install traffic signal interconnect coordination along Highland Avenue between Victoria Avenue and Orange Street. A spread spectrum system is recommended. Also, develop coordination timing, time space diagram and time of day plans for A.M., Noon, P.M. and for off peak time periods. f) Provide eastbound deceleration and acceleration lanes at the main entrance intersection. Page 12 of 16 Pages August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL g) The proposed street improvements will necessitate the relocation of the existing bus stop on the south side of Highland Ave. at the main entrance. The bus stop will need to be relocated to east of the intersection, and we can coordinate that with Omnitrans. A bus-bay shall be provided for at least 2-buses. The bus-bay may be incorporated into the acceleration lane. The bus stop shall incorporate and allow for bus shelter, benches and proper ADA sidewalk clearance around these facilities. This is essential due to heavy transit usage at this location. h) In addition to the Street improvements along the west side of Central Avenue adjacent to the project site, an A.C. crack seal, petromat membrane, and an A.C. overlay will be required along the project to rehabilitate the badly cracked roadway surface (full width of the street). Also, a signing and striping shall be installed along the project frontage with two-way left-turn lane. 6. Phasinci a) If the project is to be developed in phases, each individual phase shall be designed to provide maximum public safety, convenience for public service vehicles, and proper traffic circulation. In order to meet this requirement, the following will be required prior to the finalization of any phase: b) Improvement plans for the total project or sufficient plans beyond the phase boundary to verify the feasibility of the design shall be complete to the satisfaction of the City Engineer; c) A Plan shall be submitted for review and approval by the Engineering Division, Fire, and Planning Departments indication what improvements will be constructed with the given phase, subject to the following: Page 13 of 16 Pages August 12, 1998 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: ,PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL d) Dead-end streets shall be provided with a minimum 32 foot radius paved width; e) Half width streets shall be provided with a minimum 28 foot paved width; f) Street improvements shall be completed beyond the phase boundaries, as necessary to provide secondary access; g) Drainage facilities, such as storm drains, channels, earth berms, and block walls, shall be constructed, as necessary, to protect the development from off-site flows; h) A properly designed water system shall be constructed which is capable of providing required fire flow, perhaps looping or extending beyond the phase boundaries; i) Easements for any of the above and the installation of necessary utilities shall be completed; and, 7. Required Engineerina Permits a) Grading permit (If applicable.). b) On-site improvements construction permit (except buildings - see Development Services-Building Division), including landscaping. c) Off-site improvements construction permit. Page 14 of 16 Pages August 12, 1998 i STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL. RETAIL & GPA 98-03 AND GOLF COURSFJDRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL 8. Applicable Engineering Fees' a) Plan check and inspection fees for off-site improvements - 4% and 4%, respectively, of the estimated construction costz of the off-site improvements. b) Plan check and inspection fees for on-site improvements (except buildings - See Development Services-Building Division) - 2% and.3%, respectively, of the estimated construction cost' of the on-site improvements, including landscaping. c) Plan check and inspection fees for grading (If permit required) - Fee Schedule available at the Engineering Division Counter. d) Drainage fee in the approximate amount as follows based on $0.409 per square foot for the first 3,000 square feet of impervious lot area (estimated as 85% of the net lot area), then $0.140 per square foot of remaining impervious lot area or fraction thereof: TOTAL FEE 930,000 SF Impervious $131 '000 Ali Fees are subject to change without notice. =Estimated Construction Cost for Off-Site Improvements is based on a list of standard unit prices on rile with the Department of Public Works/City Engineer. 'Estimated Construction Cost for On-Site Improvements is based on a list of standard unit prices on rile with the Department of Public Works/City Engineer. Page 15 of 16 Pages August 12, 1996 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION"HOTEL. RETAIL & GPA 98-03 AND GOLF COURSEIDRMNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL e) Traffic system fee based $16.298 per new trip generated by the project. The City Traffic Engineer shall determine exact amount at time of application for Building Permit. TOTAL FEE 11,199 Daily Trips $182,500 f _A portion of the Traffic Systems Fee can be credited back to the original developer based on the actual_cost-of installation of the new traffic signal -- ...... at_Central_Avenue_and_Highland_Avenue_ and.upgrade_of_the_existing traffic signal at the main entry and Highland Avenue. The amount of the credit cannot exceed the amount of the fee_paid by_the developer, g) This project is located in the sewer service area of the East Valley Water District; therefore, sewer connection fees shall be paid directly to the East Valley Water District. Proof of payment will be required prior to issuance of building permits. h) Sewer inspection fee based on $19.51 per connection. i) Street or easement dedication processing fees in the amount of 200.00 per document. Page 16 0116 Pages August 13, 1998 STANDARD REQUIREMENTS DEVELOPMENT SERVICES DIVISION General Plan Amendment No. 98-03 Conditional Use Permit No. 98-14 1. Submit plans prepared by a Registered Building, Architect or Civil or Structural Engineer. 2. Submit a complete lateral and structural analysis prepared by a Registered Civil or Structural Engineer or Architect. 3. Submit State of California Title 24 Energy Calculation Forms for residential buildings including a signed compliance statement. 4. Submit four (4) complete sets of construction plans (5 complete sets for expeditious review) including: a. Copies of conditions (3). b. Soils and/or Liquefaction report (3). c. Energy Calculations (3). d. Structural calculation (3). 5. Submit a preliminary (soils) (geology) report prepared by a person licensed to do so. 6. Submit a single line drawing of the electrical service. Show all equipment, conduit and wire sizes and types. Show the service ground size and grounding electrode. 7. Submit panel schedule(s) and electric plans. 8. Permit required for demolition of existing building(s) on site. 9. Submit a plan of the heating, ventilating or air conditioning system. Clearly identify the location and rating of the equipment and sizes and materials of all ducts, registers and the location of all fire dampers. Show means of providing mechanical ventilation as required by the Uniform Building Code. 10. Submit gas pipe loads, sizing calculations and isometrics. 11. Provide a plot plan showing the location of the proposed sewer system. 12. Submit isometric plans of the cold and hot water and drain waste and vents systems. 13. Show compliance with Title 24 for disabled access. 14. Submit plans approved by the County Health Department for all food preparation and restaurants. 15. For the hotel indicate method of compliance for sound attenuation (exterior, interior, party walls, floor/ceiling assembly, ceiling) as per study, U.B.C., local or State Law. 16. Show compliance with requirements of high fire areas. 17. For structures located within high wind areas: a.Design structure, including roof covering, using _80_ mph wind load. 18. Fire sprinklers required: Plans for fire sprinklers shall be submitted to the Fire Department and approved prior to installation. No building inspections shall be preformed beyond "framing and ventilation" until fire sprinkler plans are approved. 19. City of San Bernardino named as certificate holder for Work's Compensation Insurance. 20. Assessor's Parcel Number. 21. Contractor's City license. 22. Contractor's State license. 23. Sewer capacity rights from Water Department, 384-5093. 24. Waste water permit required, from Water Reclamation Plant, 384-5507. 25. School fees from Unified School District, 381-1179. 26. Obtain approval from Air Quality Management District for installation of 27. Other: Plan Check time is approximately 3 weeks Expeditious Plan Check time is approximately 10 days Contact Building Services Division for possible expeditious plan check at 384-5071. 28. Contact Development Services Division for plan check fee costs prior to submittal of plans. An additional 25% plan check fee is required for expeditious review, which is 10 working days. I CITY OF SAN BERNARDINO FIRE DEPARTMENT STANDARD REQUIREMENTS Case: Co r2 qQl 14- Date: I (7 �)iU LYy qQ5 Reviewed By:V_K- GENERAL REQUIREMENTS: 111 Provide one additional set of construction plans to Building and Safety for Fire Department use at time of plan check. ■ Contact the City of San Bernardino Fire Department at(909) 384-5388 for specific detailed requirements. ■ The developer shall provide for adequate five flow as computed by the Fire Prevention Bureau. Minimum fire flow requirements shall be based on square footage, construction features,and exposure information supplied by the developer and must be available gdgt to placing combustible materials on site. WATER PURVEYOR FOR FIRE PROTECTION: ■ The fire protection water service for the area of this project is provided by: ❑ San Bernardino Municipal Water Department- Engineering (909) 384-5391 A East Valley Water District-Engineering(909) 888-8986 phone. 13 Other Water Purveyor: PUBLIC FIRE PROTECTION FACILITIES: Public fire hydrants are required along streets at intervals not to exceed 300 feet for commercial and multi-residential areas and at intervals not to exceed 500 feet for residential areas. Floe hydrant minimum flow rates of 1,500 gpm at a 20 psi minimum residual pressure are required for commercial and multi-residential areas. Minimum fire hydrant flow rates of 1,000 gpm at a 20 psi minimum residual pressure are required for residential areas. e Fire flow requirements may be met from the combined flow of two adjacent fire hydrants. Fire flow requirements may be adjusted,as deemed appropriate by the Fire Department,based on individual site specific conditions and available mitigations. IN Fue hydrant type and specific location shall be jointly determined by the City of San Bernardino Fire Department in conjunction with the water purveyor. Fire hydrant materials and installation shall conform to the standards and specifications of the water purveyor. • Public fire hydrants, fire services, and public water facilities necessary to meet Fire Department requirements are the developer's financial responsibility and shall be installed by the water purveyor or by the developer at the water purveyor's discretion. Contact the water purveyor indicated above for additional information. , ACCESS: • Provide two separate, dedicated routes of ingress/egress to the property entrance. The routes shall be paved, all weather. e Provide an access road to each building for fire apparatus. Access roadway shall have an all-weather driving surface of not less than 20 feet of unobstructed width. Extend roadway to within 150 feet of all portions of the exterior wall of all single story buildings. Extend roadway to within 50 feet of the exterior wall of all multiple-story buildings. Provide'NO PARKING'signs whenever parking of vehicles would possibly reduce the clearance of access roadways to less than the required width. Signs are to read 'FIRE LANE-NO PARKING -M.C. See 15.16% • Dead-end streets shall not exceed 500 feet in length and shall have a minimum 40 foot radius turnaround. • The names of any new streets(public or private) shall be submitted to the Fire Department for approval. SITE: A All access roads and streets are to be constructed and usable prior to combustible construction. 0 Private fire hydrants shall be installed to protect each building located more than 150 feet from the curb line. No fire hydrants should be within 40 feet of any exterior wall. The hydrants shall be Wet Bartel type,with one 2'12 inch and 4 inch outlet, and approved by the Fire Department. Fire hydrants shall be designated as a 'NO PARKING' zone by painting an 8 inch wide, red stripe for 15 feet in each direction in front of the hydrant in such a manner that it will not be blocked by parked vehicles. BUILDINGS: i Address numerals shall be installed on the building at the front of other approved location in such a manner as to be visible from the frontage street. Commercial and multi family address numerals shall be 6 inches tall, single family address numerals shall be 4 inches tall. The color of the numerals shall contrast with the color of the background. ❑ Identify each gas and electric meter with the number of the unit it serves. • Fire Extinguishers must be installed prior to the building being occupied. The minimum rating for any fire extinguisher is 2A 108 1C.Minimum distribution of fire extinguishers must be such that no interior part of the building is over 75 feet travel distance from a fire extinguisher. ❑ Apartment houses with 16 or more units,hotels(motels)with 20 or more units,or apartments or hotels(motels)three stories or more in height shall be equipped with automatic fire sprinklers designed to NFPA standards. i All buildings, other than residential, over 5,000 square feet,,shall be equipped with an automatic fire sprinkler system designed to NFPA standards. This includes existing buildings vacant over 365 days. ■ Submit plans for the fire protection system to the Fire Department prior to beginning construction of the system. ❑ Tenant improvements in all sprinklered buildings are to be approved by the Fire Department prior to start of construction. p Provide fire alarm (required throughout). Plan must be approved by the Fire Department prior to start of installation. i Fire Department connection to(sprinkler system/standpipe system)shall be required at Fire Department approved location. Note: The applicant must request, in writing, any changes to Fire Department requirements. ADDITIONAL INFORMATION: IT JILL ?,A5 Nt�-C-tc�S S AN.iR�T "CU M 1 ItJ4>l�/Ib�/AL.L_Y WaP !!1121: 12'k 2 M If-N[ T4Ptze SC-t3 AT 1�1.= S C�2 t:�C o N I k,-S 2CIA A.ccc SS r \h/ AT�� J90�x b Uh �12� P2o�Ecjr�TJ SY STS M S• FPS 1)0111-941 CITY OF SAN BERNARDINO PARRS RECREATION , & COMMUNITY SERVICES DEPARTMENT [R( IEDWL D STANDARD REQUIREMENTS ``VV'` v Case: AUG 0 7 1998 cyqe INO CTY OF SAN Date: �n`� �' .�'/ DEPIARTMENT OFEPLANNIING & :10--s .,Lb Reviewed BUILDING SERVICES GENERAL REQUIREMENTS: �!] Commercial Industrial and Multi-Unit Assessment District [ ] Residential ] Purpose, Guidelines and submittal procedure ] Irrigation and Landscaping Plans. ] Contact the City of San Bernardino Parks,Recreation and Community Services Department at (909) 384-5117 or 384-5314 for specific detailed requirements. SPECIFIC REQUIREMENTS: [�] Maintenance of landscape areas [�] Planter Areas CN3 Interior Planter Areas EC] Irrigation Systems [�(] Setback Areas ] Slope Areas [ ] Ground Cover and Bedding Material [ ] Erosion Control [mot] Need Control PLANT MATZRTALS ] Plant list and climatic conditions ] Street Trees [ ] Plant Material Size Requirements and Ratios INSPECTION AND OTBER REQUEMMENTS J[5(] Irrigation System [�(] Landscaping EX I Eardscape Items [�() Street tree Specifications Arborist Report ] Removal or destruction of trees [ ] Screening Requirement (City, Dev.Code) Note: The applicant must request, in writing, any changes to the Parke, Recreation and Community Services requirements. Additional information 1 O � I) � i'r10 Q O Q MS:jj I 7reb 2.¢�fo- It l - It 61 9t totll� 12t t3 irwr+gs BQOS: GJ77�7 Z 3r 4 SAN BERNARDINO MUMCIPAL WATER DEPARTMENT STANDARD REQUIREMENTS Review of Plans: 6 FA 9$-03 GUP 90-14 „PATZ J S'rAT10j" Date Compiled: Owner/Developer: `TAlt OF CALIFOIQ,.IIA W-D. Compiled By: ?J- L61SCtJ Type of Project: (JOL4C Cot12 l�t�d�i Rt lRA�115 !!fnIL�GYFICE Number of Units: Location: /1o= i�S 7rA ar f", STA-1E fiaSPTAL NIGHl1Ar.1D AVFt 2E WATER DEPARTMENT ENGINEERING Contact: JLlt.t. 62`f[ wl _ Phone: F"I Fax: 384-5532 Note: All Water Services am Subject to the Rules&Regulations of the Water Department. ( Size of Main Adjacent the Project: • Approximate Water Pressure: Elevation of Water Storage: Hydrant Flow®20 psi: •Type, Size, Location, and Distance to Nearest Fire Hydrant: ( Pressure Regulator Required on Customer's Side on the Meter. `(Off-site Water Facilities Required. A 1R Area Not Served by San Bernardino Municipal Water Department. Fi✓WJ-) /(`Comments: 'aE Contact f� ld Phone' Fax: —T • R.P.P. Backflow Device Required at Service Connection. • Double Check Backflow Device Required at Service Connection. • Backflow Device to be Inspected Before Water Service can be Activated. • No Backflow Device Required at This Time. FNVIRONMIENr I rQNTROr[INDUSTRIAL WASTEo Q 4' ^ Contact: ,Dt OJ CA5T 38 Q0 Phone: C7�` � Fax: a3$;4 r4 E57 Note: No Brine Regenerative Water Softeners May be Installed, Unless Holding and Hauling is Provided for the Brine. All Interceptors will be a 1200 Gallon Capacity with a Sample Box Included. %% TIE ?R0J6�C:r�/M,�AY &QUtM W rtPt.E fM" rS 1 PA-x (26VI6'.4. pros c- Pt14.I6grWS? cc.&ja WITII XIndustrial Waste Permit Required. f5tJV1P4JfAeA11N, C04r1W-•" Dto.l CASTAD Ir-q-9B ( Grease Interceptor Required. 0 Sand/Oil Interceptor Required. ( No Issues at this Time. ( Pre-treatment Required. SEWER CAPACITYINFOR/MATION: Contact: 11 Phone: Vc -,'�u 93 Fax: - q -_c;�,1_c; Note: Proof of Payment Must be Submitted to the Building&Safety Department Prior to Issuance of the Building Permit. 0 No Sewer Capacity Fee Applicable at This Tune. b Q TI~ Sewer Capacity Fee Must Be Paid to the Water Department for CGalIons Per Day, Equivalent Dwelling Units: J�Subject to Recalculation of Fee Prior to the Issuance of Building Permit. - n Breakdown of Fstimated Gallons Per Day/:: NI Ppri rNnnt, 1 rt'T'brtnn-'hA't }-If�t�+_'1?-�- bYG�,ICdazly. I l (+ � W-411J SAML LI VQZ4r' S' ( r�L Seld M CA piz:Q C. ct Kg "au' 4V �r/ fa5l 40dI G �/i GA+eSV-6t , rSee wy4 c{ �/ MRCOI-O.FRM CIRrI \ ❑ CITY OF SAN BERNARDINO PLANNING & BUILDING SERVICES DEPARTMENT ❑ 300 NORTH 'D' STREET, SAN BERNARDINO, CA 92418 • (909) 384-5057 ❑ ❑ ❑ PROJECT REVIEW ROUTING PROJECT: General Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 TO: VALERIE C. ROSS-ERCIDRC CHAIRPERSON MATTHEW SWALBERG-PARKS Q&RECPXA77ON MARGARET E. PARK-PLANMNG DIVISION STEVE JARVLS-POLICE DEPARTMENT MIKE GRUBBS-PUBLIC WORKS DEPARTMENT(1) ,LYNN MERRILIrPURUC SVCS DEPAR7MENT MARK ANDERSON-FIRE DEPT. JEFF ZINNER-ECONOMIC DEVELOPMENT AGENCY DON JACKSON-DEV. SVCS. DIVISION ANN HARRIS-MAIN STREET BILL BRYDEN-WATER DEPT. JIM WATSON-WATER RECLAMATION PLANT COUNCILMAN SCHNETZ-COUNCIL WARD 14 FROM: JOE BELLANDI, ASSOCIATE PLANNER—PLANNING DIVISION DATE: June 15, 1998 E/DRC MEETING DATE DESCRIPTION: "Patton Station" A request to establish a golf course, putting course, conference center, restaurants, hotel, commercial, retail, and recreation center. A request for a General Plan Amendment to change the land use district from PF, Public Facility to PCR-Public/Commercial Recreation and CG-1, Commercial General. LOCATION: The project is located south of Patton State Hospital. 3100 E Highland. OWNER: State of CA/East Valley Water District APPLICANT: California Golf Holdings GENERAL PLAN/ZONING DESIGNATION: PF, Public Facility APN: 0285-191-10, 0286-111-07, 08, 09, 10, 11, 12 & 13 CEQA STATUS: 30 day Initial Study Review CwmAJUa I.1 AAWX'(. COMMENTS: bbd/6J lisotro. (USE ADDITIONAL SHEETS IF NECESSARY) ! ?hula buecot4es YM& eiry sw4rzO -roof *A r/MtL .60 s1zJJ c it/J� 'd Alt AoNja MJCLaA4W sfk J aJ &WRH 11M Acso slaw ilccml fwt A! � pats= 3/ au JdV?N Side, ewe LuecwLd9' 1-0647nJ Aad Poi 740 -4ccbWLe. Y)AA4J~ 7D ,?meal AnALE UIB ac oar*Ae SJQaW Ar SodrH 3)4& 3) AM.Ic4urr, 7o &1�6M svJmlr OxAv 0 4AJ4cA77 J fc2 Cin &k r UKJd &49 70 L'/Sry e/c (7d4)7SiQQr aF Oc"A#LtY. 6 Ammor /$ hojeo,4460 TD 0.16 QITY 4 1WIF QoU.09: sm2N4d 1OV21AA CO-J5T4VCFk f- ❑ CITY OF SAN BERNARDINO PLANNING & BUILDING SERVICES DEPARTMENT ❑ 300 NORTH 'D' STREET, SAN BERNARDINO, CA 92418 • (909) 384-5057 ❑ ❑ ❑ PROJECT REVIEW ROUTING PROJECT: General Plan Amendment No. 98-03; Conditional Use Permit No. 98-14 TO: VALERIE C. ROSS-ERCIDRC CHAIRPERSON MATTHEW SWALBERG-PARKS&RECREA77ON MARGARET E. PARK-PLANNING DIVISION STEVE JARVIS-POLICE DEPAR77WENT MIKE GRUBBS-PUBLIC WORKS DEPARTMENT(2) LYNN MMUM.L-PUBLIC SVCS DEPAR7MLW MARK ANDERSON-FIRE DEPT. JEFF ZINNER-ECONOMIC DEVELOPMENT AGENCY DON JACKSON-DEV. SVCS. DIVISION ANN HARRIS-MAINSTR&ET BILL BRYDEN-WATER DEPT. JIM WATSON-WATER RECLIMA71ON PLANT COUNCILMAN SCHNETZ-COUNCIL WARD N4 FROM: JOE BELLANDI, ASSOCIATE PLANNER—PLANNING DIVISION DATE: June 16, 1998 E/DRC MEETING D DESCRIPTION: "Patton Station" A request to establish a golf course, putting course, conference center, restaurants, hotel, commercial, retail, and recreation center. A request for a General Plan Amendment to change the land use district from PF, Public Facility to PCR-Public/Commercial Recreation and CG-1, Commercial General. LOCATION: The project is located south of Patton State Hospital. 3100 E Highland. OWNER: State of CA/Fast Valley Water District APPLICANT: California Golf Holdings GENERAL PLAN/ZONING DESIGNATION: PF, Public Facility APN: 0285-191-10, 0286-111-07, 08, 09, 10, 11, 12 & 13 CEQA STATUS: 30 day Initial Study Review &A10- 129bvv mA frxm A4d - cya37AJU15 70 4.7/2?AA COMMENTS: f9u✓�ao.InwrR�, l (USE ADDCCIONAL SHEETS IF NECESSARY) AAJJS CeW*71W 479 atteVAP -M I1v0 (i MAAI/ bWlg QoM1o+17W osrA 7D AWQt ir&J1 WW 11nS OF 760 1 f4117"MJ**10 J) 19Pd.B&7d idAM SKIOAT/W CF !&.52W/V4 7a x,00 n0✓10e ?/A P/n�s SU Mlr I ACYCLIAIy' A4 C4W AoVW 14A~Wr 7b *0676 50Z /,JVW41VWJ1&J. f460 m /.d uC. LUd. 1ek#WW4r ,�cwQIT Jw6MIr LUAU Ave QaDIai &d */&*L. Mot 7b usmoa 6F 06fJJA6}4 eaawOkky 1 courses are Shandin Hills, five miles to the northwest, San Bernardino Golf Club, five miles to the southwest, and Palm Meadows, four miles to the south. f) The Patton Station will include a variety of land uses that will generate both solid waste and green waste. Hazardous waste generation would not be associated with any of the proposed uses. Based on waste collection data obtained from other similar uses and waste collectors, the following estimates of project waste generation are provided. Tons/Year* Cubic Yards/Year Golf Course Driving Range Green Waste 120 66 1200 Landscaping Green Waste 15 8 /So Hotel Solid Waste 76 48 kq Restaurants (5) Solid Waste) 798 499 4,54D Commercial Uses and Offices Solid Waster 64 40 / TOTALS 1 1 1,073 661 7o)o *Arrowhead County Club,San Bernardino 1.8 cy/ton — Ato M/cy vacso*tiO 15y cY/w'V#4 31.6cy/ton— aSoaIc'/ LWCc 4ad 7 — 35b*JCq W&AAKW The green waste generated on-site from gold course driving range and putting course grass clippings,tree and shrub cuttings,and other landscape maintenance is estimated at 135 tons per year. This waste generation will subject to a Green Waste Management Plan, to be prepared by the Applicant for the City of San Bernardino. The total solid, non hazardous waste to be generated from all other uses is estimated at 938 tons per year. The City of San Bernardino, has recommended that the Applicant locate one or two trash compactors on-site and reduce the volume of waste.A Recycling and Waste Management Plan will be submitted to the City of San Bernardino, Public Services Department. VX oc cwAmb trot( h0 l;& 11wKt6 P&A H1w 4ww6 74ONJI. Nm OARX VWF 7D Tk/rr{ irk "rote MUKC' Compliance with the City's recycling and waste management guidelines and requirements will reduce the project's impacts to local landfills and result in less than significant impacts. g) The project will generate an estimate 11,199 vehicular trip-ends per day. The primary access to the site will be Highland Avenue, a major arterial in the City. The majority of these trips will be passenger vehicles. Other vehicles will include shuttle vans and delivery vehicles. The impact of the project-related traffic on road maintenance is not determined to be significant. XII. UTILITIES a) The project-related demand for natural gas will be an estimated 38,600 cubic feet per month. This is an approximate increase of 0.000000322 percent over the current demand of W?miecW422Mg*r sAS/06/19i98 IS-48 I RESOLUTION NO._ 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF 3 SAN BERNARDINO ADOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 4 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY 5 OF SAN BERNARDINO AS FOLLOWS: 6 SECTION 1. Recitals 7 (a) WHEREAS, the General Plan for the City of San Bernardino was adopted by 8 9 the Mayor and Common Council by Resolution No. 89-159 on June 2, 1989. 10 (b) WHEREAS, General Plan Amendment No. 98-03 to the General Plan of the 11 City of San Bernardino was considered by the Planning Commission on August 18, 1998, after 12 a noticed public hearing, and the Planning Commission's recommendation for the approval has 13 been considered by the Mayor and Common Council. 14 (c) WHEREAS, an Initial Study was prepared on June 19, 1998 and reviewed 15 16 by the Environmental Review Committee who determined that General Plan Amendment No. 17 98-03, would not have a significant effect on the environment and therefore, recommended that 18 a Mitigated Negative Declaration be adopted. 19 (d) WHEREAS, the proposed Mitigated Negative Declaration received a 30 day 20 public review period from June 22 through July 23, 1998 in compliance with the California 21 22 Environmental Quality Act (CEQA) and local regulations. 23 (e) WHEREAS, responses to the comments received were prepared and reviewed 24 by the Environmental Review Committee and subsequently recommended to the Planning 25 Commission for adoption of the Mitigated Negative Declaration along with the Mitigation 26 Monitoring and Reporting Program. 27 28 1 ! tr-M N0. 3 6 9/08 X98 . 1 2 RESOLUTION...ADOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 3 (f) WHEREAS, the Planning Commission conducted a noticed public hearing on 4 5 August 18, 1998 in order to receive public testimony and written and oral comments on General 6 Plan Amendment No. 98-03 (a proposal to change the General Plan Land Use Designation of 7 73 acres from PF, Public Facility to PCR, Public Commercial Recreation; and 38 acres from 8 PF, Public Facility to CG-1, Commercial General), and fully reviewed and considered the 9 Planning Division staff report and the recommendation of the Environmental Review Committee. 10 (g) WHEREAS, the Mayor and Common Council held a noticed public hearing 11 12 and fully reviewed and considered General Plan Amendment No. 98-03 and the Planning r 13 Commission and the Environmental Review Committee recommendations and Planning Division 14 staff report on September 8, 1998. 15 (h) WHEREAS, the adoption of General Plan Amendment No. 98-03 is deemed 16 in the interest of the orderly development of the City and is consistent with the goals, objectives 17 18 and policies of the existing General Plan. 19 SECTION 2. Mitigated Negative Declaration 20 NOW, THEREFORE BE IT RESOLVED, FOUND AND DETERMINED by the Mayor 21 and Common Council that the proposed amendment to the General Plan of the City of San 22 Bernardino will have no significant effect on the environment, and the Mitigated Negative 23 Declaration heretofore prepared by the Environmental Review Committee as to the effect of this 24 25 proposed amendment is hereby ratified, affirmed and adopted. 26 27 28 2 1 2 RESOLUTION...ADOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 3 SECTION 3. Findings 4 5 BE IT FURTHER RESOLVED by the Mayor and Common Council of the City of San 6 Bernardino that: 7 A. The proposed amendment is internally consistent with the General Plan provisions 8 contained in Objective 1.3 pertaining to providing for the development of a diversity of region- 9 serving uses. 10 B. The proposed amendment would not be detrimental to the public interest, health, 11 12 safety, convenience, or welfare of the City in that the Golf Course proposal will provide for a 13 buffer between Patton State Hospital and residential areas; and the commercial/recreation 14 proposal will provide for infill development along an established commercial corridor. 15 C. The proposed amendment to change the General Plan Land Use Designation of 73 16 acres from PF, Public Facility to PCR, Public Commercial Recreation; and 38 acres from PF, 17 18 Public Facility to CG-1, Commercial General would not significantly affect the balance of land 19 uses within the City in that the proposal is in compliance with all applicable Development Code L0 Standards, and is internally consistent with the General Plan and compatible with the General 21 Plan designations of surrounding properties and current land uses. 22 D. The subject sites are physically suitable for the PCR, Public Commercial Recreation 23 and CG-1, Commercial General designations as evidenced by project compliance with all 24 25 applicable Development Code Standards. 26 27 28 3 1 2 RESOLUTION...ADOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 3 SECTION 4. Amendment 4 5 BE IT FURTHER RESOLVED by the Mayor and Common Council that: 6 A. The Land Use Plan of the General Plan of the City of San Bernardino is amended 7 by changing approximately 73 acres of land from PF, Public Facility to PCR, Public 8 Commercial Recreation;and 38 acres from PF, Public Facility to CG-1, Commercial General. 9 This amendment is designated as General Plan Amendment 98-03 and its location is outlined on 10 the map entitled Attachment A and further described in Attachment B, copies of which are 11 12 attached and incorporated herein by reference. 13 B. General Plan Amendment No. 98-03 shall become effective immediately upon 14 adoption of this resolution. 15 SECTION 5. Map Notation 16 This resolution and the amendment affected by it shall be noted on such appropriate 17 General Plan Maps as have been previously adopted and approved by the Mayor and Common 18 19 Council and which are on file in the office of the City Clerk. 20 SECTION 6. Notice of Determination 21 The Planning Division is hereby directed to file a Notice of Determination with the 22 County Clerk of the County of San Bernardino certifying the City's compliance with the 23 California Environmental Quality Act in preparing the Mitigated Negative Declaration. 24 25 26 27 28 4 1 RESOLUTION...ADOPTING GENERAL PLAN AMENDMENT NO. 98-03 TO 2 THE GENERAL PLAN OF THE CITY OF SAN BERNARDINO. 3 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 4 Common Council of the City of San Bernardino at a meeting thereof, held on the_day 5 of , 1998, by the following vote, to wit: 6 7 Council Members: AYES NAYS ABSTAIN ABSENT 8 ESTRADA 9 LIEN _ 10 ARIAS _ 11 12 SCHNETZ 13 DEVLIN 14 ANDERSON 15 MILLER 16 17 City Clerk 18 The foregoing ordinance is hereby approved this day 19 of 1998. 20 21 22 Judith Valles, Mayor 23 City of San Bernardino 24 Approved as to form and legal content: 25 JAMES F. PENMAN, 26 City Attorney 27 By: 28 s ATTACHMENT A srpw YV LQ °E $A-N a,4 E 112 of N.W. 1/4 Sec. 32 T. 1N ,iti�s✓ rasi. Cp — � N NIA . O _ . _ r..._��...._.. j, SAN 8t;RN4RQINO 2 Q NO ^P VO �2 OY1 T4 v q V Q . QT� Z O Pp ryY/�'�! CC) T CP Q N y c c O m c Z Q i p (7 S L'46t ell 1 up. 1952 ATTACHMENT B LEGAL DESCRIPTION General Plan Amendment 98-03 General Plan Amendment From (PF) Public Facilities to (CG-1) Commercial General for the following Parcels: APN 286-111-07, 08, 09, 10, 11, 12, and 13. AND General Plan Amendment From (PF) Public Facilities to (PCR) Public Commercial Recreation for the following legally described portion of APN 285-191-10: PARCEL "A" : BEING A PORTION OF THE SOUTH 1/2 OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO COUNTY, CALIFORNIA, DESCRIBED F. FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 29, BEING ON THE CENTERLINE OF VICTORIA AVENUE; THENCE SOUTH 890 44' 29" EAST 44 .00 FEET ON THE NORTH LINE OF THE SOUTH HALF SAID SECTION 29 TO THE EAST LINE OF SAID VICTORIA AVENUE; THENCE SOUTH 00° 58' 08" WEST ALONG SAID EAST LINE OF VICTORIA AVENUE 345.71 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 000 58' 08" WEST ALONG SAID EAST LINE 986.77 FEET; THENCE NORTH 70° 16' 56" EAST 429.31 FEET; THENCE NORTH 57- 43' 44" EAST 694 .13 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 578 .00 FEET AND A CENTRAL ANGLE OF 18° 14' 00" , THENCE NORTHERLY ALONG THE ARC SAID CURVE, A LENGTH OF 183 . 94 FEET, TO THE EN THEREOF; THENCE NORTH 82° 14' 05" EAST 271.71 FEET; THENCE NORTH 0° 35' 05" EAST 59. 19 FEET; THENCE SOUTH 89° 19' 50" EAST 18 .28 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 55 .00 FEET AND CENTRAL ANGLE OF 21° 35' 00"; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A LENGTH OF 20 .72 FEET TO THE END THEREOF; THENCE NORTH 69° 05' 10" EAST 53 .26 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 716 .00 FEET AND A CENTRAL ANGLE OF 4° 42' 25 THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 58 .82 FEET TO THE END THEREOF; THENCE NORTH 64° 22' 45" EAST S6.59 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 72 . 00 FEET AND CENTRAL ANGLE OF 250 42' 15"; THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 32 .30 FEET TO THE END THEREOF; THENCE SOUTH 89° 55' 00" EAST 303 . 83 FEET; THENCE NORTH 0° 40' 59" EAST 87 .68 FEET; THENCE NORTH 89° 13' 27" EAST 606.07 FEET; THENCE SOUTH 0° 02' 34" EAST 115.04 FEET; THENCE SOUTH 780 18' 03" EAST 249. 19 FEET; THENCE SOUTH 0° 05' 57" EAST 14 . 95 FEET; THENCE NORTH 890 59' 09" EAST 186 .43 FEET; THENCE SOUTH 44° 37' 22" EAST 438 . 16 FEET THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 100. 00 FEET AND A CENTRAL ANGLE OF 650 32' 44" ; THENCE ALONG THE ARC OF SAID CURVE A LENGTH OF 114 .40 FEET TO THE END THEREOF; THENCE SOUTH 20° S5' 22" WEST 144 .63 FEET; THENCE SOUTH 48° 08' 59" EAST 182.63 FEET; THENCE SOUTH 55° 23' 35" EAST 12.07 FEET; THENCE SOUTH 65° 32' 42" EAST 130.77 FEET. THENCE SOUTH 57° 17' 46" EAST 83 .08 FEET; THENCE NORTH 82° 30' 27" EAST 45.00 FEET; THENCE SOUTH 27° 10' 32" EAST 320.80 FEET; THENCE SOUTH 890 49' 39" EAST 74 .77 FEET TO THE WEST LINE OF ORANGE STREET, SAID WEST LINE OF ORANGE STREET BEING WEST 30.00 FEET FROM THE CENTERLINE THEREOF; THENCE NORTH 00 10' 21" EAST ALONG SAID WEST LINE OF ORANGE STREET TO THE NOR' LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 29; THENCE NORTH 890 44' 41" WEST ALONG SAID NORTH LINE 1275. 12 FEET TO THE ,CENTE- QUARTER CORNER OF SAID SECTION 29; THENCE NORTH 890 44' 29" WEST 2210. 37 FEET ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 29 TO A POINT THEREON WHICH BEARS SOUTH 890 44' 29" EAST 415.62 FEET FROM SAID WEST QUARTER CORNER OF SECTION 29; THENCE SOUTH 00° 58' 08" WEST 345 . 71 FEET, PARALLEL WITH SAID EAST LINE OF VICTORIA AVENUE; THENCE NORTH 89° 44' 29" WEST, PARALLEL WITH SAID NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 29,A DISTANCE OF 371. 62 FEET TO THE POINT OF BEGINNING. PARCEL "B" : A PORTION OF THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, SAN BERNARDINO COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST 1/4 CORNER OF SAID SECTION 29, 3EING ON THE CENTERLINE OF VICTORIA AVENUE; THENCE SOUTH 89° 44' 29" EAST ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4, 44 .0 FEET TO THE EASTERLY RIGHT OF WAY OF VICTORIA STREET, BEING ALSO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 890 44' 29" EAST ALONG SAID NORTH LINE, 371.62 FEET; THENCE SOUTH 00 58' 08" WEST, 345.71 FEET; THENCE NORTH 390 44' 29" WEST ALONG A LINE PARALLEL WITH THE AFOREMENTIONED NORTH LINE OF THE SOUTHWEST 1/4, 371.62 FEET TO THE AFOREMENTIONED EASTERLY RIGHT OF WAY OF VICTORIA AVENUE; THENCE NORTH 00 58' 08" EAST ALONG SAID EASTERLY RIGHT OF WAY 345. 71 FEET TO - THE POINT OF BEGINNING. 1 RESOLUTION NO. 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF 3 SAN BERNARDINO CERTIFYING THE TRAFFIC IMPACT ANALYSIS REPORT FOR PATTON STATION, A GOLF COURSE AND RECREATION/COMMERCIAL 4 DEVELOPMENT (CUP 98-14), PURSUANT TO THE CONGESTION MANAGEMENT PROGRAM. 5 6 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 7 SECTION 1. Recitals 8 9 (a) WHEREAS, on November 3, 1993 the San Bernardino Associated 10 Governments adopted the Congestion Management Program (CMP) pursuant to California 11 Government Code Section 65089.3(a) which requires the county and cities to adopt and 12 implement "a program to analyze the impacts of land used decisions, including an estimate of 13 the costs associated with mitigating these impacts" on the Congestion Management Program 14 network of roadways; and 15 16 (b) WHEREAS, the Mayor and Common Council adopted a Land 17 Use/Transportation Analysis Program for the City pursuant to the Congestion Management 18 Program for the City of San Bernardino by Resolution No. 93-74 on March 22, 1993; and 19 (c) WHEREAS, the City, in conjunction with SANBAG, determined that the 20 Patton Station, as a mixed use development proposal, would exceed the threshold of 250 trips 21 22 during a peak hour pursuant to City Resolution No. 93-74 and thus warranted the preparation 23 of a Traffic Impact Analysis (TIA) Report pursuant to the Congestion Management Program; 24 and 25 (d) WHEREAS, Traffic Impact Analysis was prepared which incorporates future 26 traffic volume forecasts, and explicit traffic operations analysis to provide a comprehensive 27 portrayal of future traffic impacts associated with the development of the Patton Station 28 development proposal; and RESOLUTION...CERTIFYING THE TRAFFIC IMPACT ANALYSIS REPORT 1 FOR PATTON STATION, A GOLF COURSE AND RECREATION/COMMERCIAL DEVELOPMENT (CUP 98-14), PURSUANT TO THE CONGESTION MANAGEMENT 2 PROGRAM. 3 (e) WHEREAS, the Draft Traffic Impact Analysis Report was made available to 4 5 the County of San Bernardino, San Bernardino Associated Governments, City of Highland, and 6 CalTrans for their review during a 21-day review period which began July 7, 1998 and ended 7 on July 29, 1998 as required by the Congestion Management Program; and 8 (f) WHEREAS, written comments were received on the Draft Traffic Impact 9 Analysis Report and the Report was revised August 3, 1998 in response to these comments; and 10 (g) WHEREAS, the Mayor and Common Council conducted a noticed public 11 12 hearing on September 8, 1998 and fully reviewed and considered the Revised Traffic Impact 13 Analysis Report, the Planning Division Staff Report and the recommendations of the Planning 14 and Public Works Divisions. 15 SECTION 2. Traffic Impact Analysis Report 16 NOW, THEREFORE BE IT FOUND, RESOLVED AND DETERMINED BY THE 17 MAYOR AND COMMON COUNCIL THAT: 18 19 A. The Traffic Impact Analysis Report for the Patton Station development proposal has 20 been completed in compliance with the regional Congestion Management Program and the City's 21 Land Use/Transportation Analysis Program and found to be consistent with the regional 22 Comprehensive Transportation Plan model. The Traffic Impact Analysis Report is attached 23 (Traffic Impact Analysis - Revised August 3, 1998) and incorporated herein by reference. 24 B. The Traffic Impact Analysis Report was presented to the Mayor and Common 25 26 Council who reviewed and considered the information in the land use decision and traffic impact 27 mitigation process prior to approving the Patton Station development proposal (CUP 98-14 and 28 GPA 98-03). 2 RESOLUTION...CERTIFYING THE TRAFFIC IMPACT ANALYSIS REPORT 1 FOR PATTON STATION, A GOLF COURSE AND RECREATION/COMMERCIAL 2 DEVELOPMENT (CUP 98-14), PURSUANT TO THE CONGESTION MANAGEMENT PROGRAM. 3 C. The Traffic Impact Analysis Report has identified all of the traffic impacts of the 4 5 proposed project to designated Congestion Management Program roadways and freeways, the 6 appropriate mitigation and fair share contribution toward Congestion Management Program 7 roadway and freeway improvements. 8 D. All of the traffic impacts can be mitigated by the implementation of the mitigation 9 measures as identified in the Traffic Impact Analysis Report. 10 E. The Mayor and Common Council have given great weight to the traffic impacts to 11 12 designated Congestion Management Program roadways and freeways, the appropriate mitigation 13 and fair share contribution toward Congestion Management Program roadway and freeway 14 improvements. 15 F. The project-related fair share contribution for Congestion Management Program 16 intersection and roadway links includes the following intersection improvements which must be 17 completed prior to occupancy: Arden Avenue at Highland Avenue; SR-30 westbound off-ramp 18 19 at Highland Avenue; and Central Avenue at Highland Avenue., In addition, other intersection 20 improvements at Central Avenue at Pacific Street, and Boulder Avenue at Highland Avenue, 21 equivalent to$33,784, are offset by other improvements included in the Standard Requirements. 22 SECTION 3. Certification of the Traffic Impact Analysis Report 23 NOW, THEREFORE BE IT RESOLVED, FOUND AND DETERMINED by the Mayor 24 and Common Council that the Traffic Impact Analysis for the Patton Station development 25 26 proposal is hereby certified. 27 28 3 1 RESOLUTION...CERTIFYING THE TRAFFIC IMPACT ANALYSIS REPORT 2 FOR PATTON STATION, A GOLF COURSE AND RECREATION/COMMERCIAL DEVELOPMENT (CUP 98-14), PURSUANT TO THE CONGESTION MANAGEMENT 3 PROGRAM. 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and 5 Common Council of the City of San Bernardino at a meeting thereof, held on the_day 6 of , 1998, by the following vote, to wit: 7 8 Council Members: AYES NAYS ABSTAIN ABSENT 9 ESTRADA _ 10 LIEN _ 11 ARIAS 12 13 SCHNETZ 14 DEVLIN 15 ANDERSON 16 MILLER _ 17 18 19 City Clerk 20 The foregoing ordinance is hereby approved this day of , 1998. 21 22 23 Judith Valles, Mayor City of San Bernardino 24 Approved as to form and legal content: 25 JAMES F. PENMAN, 26 City Attorney 27 By; ..ti 28 4 EX MIT 7 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DIVISION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE(DRIWNG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL j) The on-site improvement plan shall include details of on-site lighting, including light location, type of poles and fixtures, foundation design, conduit location and size, and the number and size of conductors. Photometry calculations shall be provided which show that the proposed on-site lighting design will provide 1 foot-candle of illumination uniformly distributed over the surface of the parking lot during hours of operation and 0.25 foot-candles security lighting during all other hours. k) The existing tunnel under Highland Avenue shall be retrofitted with lighting to provide a minimum lighting level, during hours of operation, of 5 foot-candles uniformly distributed within the tunnel. This level can be reduced to 1 foot-candle when the tunnel is closed to customers. 1) 2 foot-candles shall be provided on the surface of the golf path when operating after dark. This level can be reduced to 0.25 foot-candles when the golf cart path is closed to customers. m) A tunnel and golf cart path lighting plan showing feed point, conduit, conductor size and lighting fixture details shall be submitted to the City Engineer for approval and a permit. n) The design of on-site improvements shall also comply with all requirements of The California Building Code, Title 24, relating to handicap parking and accessibility, including retrofitting of existing structure access points for handicap accessibility, if applicable. n\ The existing tunnel unedee Highland Avenue and the ..ennesed golf eaft Condition modified. See supplemental page 17 attached hereto. Page 4 of 17 Pages August 31, 1998 /T�1 No • 3� 9lOS/98 STANDARD REQUIREMENTS DEPARTMENT OF DEVELOPMENT SERVICES PUBLIC WORKS DMSION CASE NO: CUP 98-14 DESCRIPTION: "PATTON STATION'HOTEL. RETAIL & GPA 98-03 AND GOLF COURSE/DRIVWG RANGE APPLICANT: PATTON LOCATION: W/S OF CENTRAL AVENUE S/S STATION SPORTS RESORT HIGHLAND AND NIS PATTON STATE HOSPITAL This page modifies original condition 2 (o), which was originally located on page 4. i) Access through the tunnel shall be limited to persons in golf carts. No public pedestrian access will be allowed through the tunnel at any time. ii) Operator of the golf course shall provide access via golf cart for disabled persons through the golf cart path. This shall include provisions for chauffeuring of persons, if needed, at no additional expense to the individual. Availability of this service shall be conspicuously advertised at the clubhouse. iii) Pedestrian emergency exit gates shall be provided from the golf cart path and the golf course to the maintenance road, adjacent to the fire station onto Orange Street, north of the fire station onto Orange Street, and at other locations as required by the Fire Department. A handicap accessible path of travel shall be provided from each emergency exit gate to a public sidewalk. The gate shall be equipped with panic hardware acceptable to the Fire Department. The path of travel and emergency exit gate shall have sufficient clear width to accommodate a golf cart. Page 17 of 17 Pages August 31, 1998 ATTACHMENT-F CITY OF SAN BERNARDINO INITIAL STUDY FOR Conditional Use Permit No. 98-14 ' Tree Removal Permit No. 98-02 General Plan Amendment No. 98-03 ' PROJECT DESCRIPTION/LOCATION: A proposed golf course, hotel, recreation and commercial center located south of Highland Avenue and north of Patton State Hospital, generally between Victoria Avenue and Orange Street on the north portion and between the extension of Olive Street and Central Avenue on the south portion. fDATE: June 19, 1998 PREPARED FOR LEAD AGENCY: City of San Bernardino Planning and Building Services 300 North "D" Street San Bernardino, California 92418 ' (909) 384-5057 PREPARED BY: Lilburn Corporation 1905 Business Center Drive San Bernardino, California 92408 ' APPLICANT: California Gold Holdings P.O. Box 458 ' Patton, California 92369 09/08/1998 Item #36 TABLE OF CONTENTS PAGE 1. DESCRIPTION OF PROJECT ......................................................................................IS-2 2. SITE AND AREA CHARACTERISTICS.....................................................................IS-7 3. AGENCY APPROVALS REQUIRED ..........................................................................IS-8 I. LAND USE AND PLANNING....................................................................................IS-23 II. POPULATION AND HOUSING.................................................................................IS-27 III. EARTH RESOURCES.................................................................................................IS-27 IV. WATER........................................................................................................................IS-31 V. AIR QUALITY.............................................................................................................IS-32 VI. TRANSPORTATION...................................................................................................IS-39 VII. BIOLOGICAL RESOURCES......................................................................................IS-43 VIII. ENERGY AND MINERAL RESOURCES .................................................................IS-45 IX. HAZARDS....................................................................................................................IS-46 1 X. NOISE...........................................................................................................................IS-47 XI. PUBLIC SERVICES ....................................................................................................IS-47 XII. UTILITIES....................................................................................................................IS-48 XIII. AESTHETICS...............................................................................................................IS-50 XIV. CULTURAL RESOURCES.........................................................................................IS-57 XV. RECREATION.............................................................................................................IS-58 4. MITIGATION MONITORING AND COMPLIANCE PROGRAM (To Be Provided)...........................................................................................................IS-59 LIST OF FIGURES Figure1 Regional Location..................................................................................................IS-3 Figure 2 Project Boundaries.................................................................................................IS-4 Figure 3 General Plan Designations...................................................................................IS-25 Figure 4 Drainage and Surface Flows................................................................................IS-30 TABLE OF CONTENTS PAGE LIST OF FIGURES Figure 5 Existing Average Daily Traffic............................................................................IS-41 Figure 6 North Site Photos.................................................................................................IS-51 Figure 7 North Site Photos.................................................................................................IS-52 Figure 8 South Site Photos.................................................................................................IS-53 Figure 9 South Site Photos.................................................................................................IS-54 Figure 10 South Site Photos.................................................................................................IS-55 LIST OF TABLES Table 1 Project Building Program ......................................................................................IS-6 Table 2 Land Use Designations Adjacent to the North Site.............................................IS-24 Table 3 Land Use Designations Adjacent to the South Site.............................................IS-24 Table 4 Land Uses Bordering the North Site....................................................................IS-24 Table 5 Land Uses Bordering the South Site....................................................................IS-24 Table 6 Estimated Water Demand....................................................................................IS-32 Table 7 Operational Emissions and SCAQMD Thresholds..............................................IS-33 ' Table 8 Average Daily Traffic for Existing and Proposed Land Uses .............................IS-38 Table 9 Trip Generation Rates..........................................................................................IS-39 Table 10 Trip Generation Rates..........................................................................................IS-39 APPENDICES tAppendix A Grading and Drainage Plan; Pinnacle Design Company/CM Engineering Associates, April 1998 Appendix B Air Quality Emissions Inventory and Analysis Appendix C Traffic Impact Study: Patton Station, RKJK, June 1998 Appendix D Patton State Hospital Arborist Tree Report: Dave Matias Plant and Pest Consultant, April 21, 1998 Appendix E Arborist Report: Foothill Golf Center Complex, Mark D. Cobb, Elite Landscape, November 14, 1997 ii CITY OF SAN BERNARDINO LPLANNING AND BUILDING SERVICES INITIAL STUDY ' Project: PATTON STATION,A Golf, Hotel, and Recreation/Commercial Center General Plan Amendment (GPA) 98-03, Conditional Use Permit (CUP) 98-14, Tree Removal Permit (TRP) 98-02 1 Owner: State of California; East Valley Water District Applicant: California Golf Holdings, a California Corporation Representative: Lilburn Corporation Introduction This Initial Study has been prepared by Lilburn Corporation in accordance with the California Environmental Quality Act (CEQA) Statutes and Guidelines, 1996 pursuant to Section 15063 of CEQA. The City of San ' Bernardino Planning and Building Services is the local lead agency for the project and has supervised the preparation of this Initial Study for GPA 98-03, CUP 98-14, and TRP 98-02. It contains an evaluation of potential adverse impacts that can occur if the proposed project is approved. The California Environmental Quality Act (CEQA) requires the preparation of an Initial Study whenever a proposal must obtain discretionary approval from a government agency and is not exempt from CEQA. The I purpose of the Initial Study is to determine whether or not a proposal, not exempt from CEQA, qualifies for a Negative Declaration or whether or not an Environmental Impact Report (EIR) must be prepared. The following components constitute the Initial Study for GPA 98-03, CUP 98-14, and TRP 98-02: I. Project Description and Location 2. Site and Area Characteristics 3. Environmental Setting 4. Summary 5. Environmental Determination 6. Environmental Impact Checklist 7. Discussion of Environmental Evaluation 8. Supporting Information/Location Map, Site Plan, Lot Mine Adjustment Combined, these components constitute the complete Initial Study for GPA 98-03, CUP 98-14, and TRP 98-02. Documents, surveys, and reports referenced in this Initial Study are available for public review on request at the City of San Bernardino Department of Planning and Building Services, Third Floor City Hall, 300 North "D" Street, San Bernardino, CA 92418. IS-1 ERC 6/19/98 City of San Bernardino I Initial Study GPA 98-03, CUP 98-14, and TRP 98-02. I1. DESCRIPTION OF PROJECT The proposed project is comprised of a 12-hole golf course on 73 acres of north Patton State Hospital property; driving range, golf teaching area and putting course, hotel and conference facilities, restaurants, and shopping center on 38 acres south of Highland Avenue across from Patton State Hospital. California Golf Holdings, a California Corporation, is proposing to develop 'Patton Station', a golf ' course and recreation/commercial mixed use development. The proposed project is comprised of two separate sites that will be used in the development of the project. The sites are generally located north and south of the Patton State Hospital, which is located in the City of San Bernardino along Highland Avenue, between Victoria Avenue and Orange Street. Figure 1 shows the regional location of the proposed project. 'Patton Station" is designed with focus on the golf course and driving range; the architectural theme is intended to be reminiscent of the historical Patton community and nearby train station. "Patton Station" will include the following features and amenities: • a 12-hole golf course • a driving range and golf teaching facility 1 e office, delicatessen, pro-shop, and maintenance shop associated with golf course operations and maintenance • hotel and associated amenities that are anticipated to include a conference center, putting course, pool and deck area, along with an open sports field for the convenience of hotel patrons participating in California Youth Soccer Association(CYSA) tournaments at the nearby soccer facility • restaurant pads, anticipating a fast food style restaurant, a sports bar, as well as family restaurant and/or dinner house • retail commercial shops, specialty stores and services tFigure 2 shows the boundaries of the proposed project including the "North Site" and "South Site'. Site Plans and Conceptual Landscape Plans have been submitted as part of the project application and are incorporated by reference herein. The golf course (including a starter shack, and a snack shop) will be located on approximately 73-acres of land lying immediately north of the Patton State Hospital, stretching between Victoria Avenue on the west to Orange Street on the east. This site was previously used by the Hospital for agriculture, with some remnant citrus trees remaining in the northeast portion of the site. A cemetery (approximately 3-acres in area) is located at the northwest corner of the site, adjacent to Victoria Avenue. The cemetery will be preserved in place with the addition of turf and a site memorial, however the area will be isolated from construction- , IS-2 ERC 6/19/98 a--". .60 16a ts im C ' ark Suite: 1"-2 1411es Map Pmpared BY: Ulbum Corpotradon,5/98 Ml J, I it 1 011 Vs Y- Pr T ig lam �4 -tTH i1ji W7r I F In a 11 E"A i 2 4r Lwaurdi4o Ih= 'o. 7 A L vi-JI f it 17 L Ll n ila;rirl kKN 1 4 -4 ,Wn f �j REGIONAL LOCATION LILBUBPROPOSED PATTON STATION GOLF AND RECREATION COMPLEX FIGURE CORPORATION SAN BERNARDINO, CALIFORNIA IS-3 .!,�()r"} * ,};�t��.�.\r � , U�Lct n_ t•M1°r� If�T Y �'.i i �� `I 7,000 f - ,�•� X74 ! � tl , s.11 �6 f r� �- �t r�: MFV`�'1� 'rl " 1A'�i'�,� �I ��r � J������ ��In ♦t•5 �4 "�il�J��i � 1 Y"c�'�rd!' reef f X c FYI �4E r 111 �L I+i 4'inr_�I LJ I L tlJp J ` 3Yl�` SST I'�wu�: Map PrcPar.BV. 1 +y' ''R1-q n •.,Jl f t��w•,yl!y Lllbum CoTO2tlon 1999 }Rn�?n`Ry - �I, �lll il--� > lfu 1 .•J,,�� °\- 71't?}s-�tJ. "1.j , 9 F rt 4F 'sa^ All ✓ el:' � ` r,[ �1SE�1i�•�lyd- Y1dr. r 'f v [ c \,�rj 1 , t; �1..� `��� FI�1>_f�I 'l�lf,�ll�t"-�a}.\ 71�Lafl. *�l ...'� W l ,e lw4l. Aft' Of�' ',�-•}I _�'�_31 � it ``ytif �-,�[ y_ , ; �» �f/ �1 ���r fl t� Rf ,� S� .; N. * � _a ¥ r. l r �+, �3z ,\mot p,? • ,: ���� t\ - � , e�� al..ti .j� rtdl I,. � 3 J I�.`��7�dati elf �_` ♦r �yi. I1R B , T fl �N � I �.•l� an 7 +-.w s r `cr'yy R R;,� Fty� p r °•F. l fl t' wi`°.r g `�. 1 '�. '�K f r' '.•r ti�• V :I`rA.� i 'x c� r • R s IJ= •�' I, SN x D :: e m � ,sa 3", '�x X}r z141� �` + •� yt, we „ `Y y, z Fan '� J '�s..�wlcn c, 'i f•atin� rll YID r ^"rsF>� ,S` Iii . . tom# v ��v f S" � 14r• li _'T y ar a.NT Sri Sri xR t i 'S Sedc If•ti t Td..t ,'o-' P ' V W 3:�4 �.S ' it Ile l h t i R J T -it 4d � tF` LWI 4= r -f3 d p i yrs. r p"Ra'f.H f arlem SErtti65 EA9$ LINO [ a�)LL[r . / x J`Ry; :.. F r � , t �q. 5 paWla � - I .ar ]$yet JIFP p tl nC'. 3 � �o if. u�gi...l� II�ee:w, wa. [[c �"� ppI ( � 'tom §1`'•�� + "I ^ 5.6 y 1 t � 1 F" . tt .>ort.. '4 t •I -•_._,. "{'T + ` 'r r re ,\:...- Ya tom'• \ Y!• 4 R \~ 1 < 7 � 1 I •r � W'� R.c- _ 1I 4ae �. t 1'. •� • x I ,=f 1 � �a : rr k< " � _�.f 4/ I w14�w�-.��� ` Iw5 •1 ..1 Ir i. f�l l ' 3 '�` n.vu ulnnaxl+ n .... nlR'e .11 % yp�-'xnur ..M IT" I .....• r Gul AN r N o r t O B Y'"'1 � I•t krr' t c 't4••n^ � ,-:{> h'. lf�Al o B y y 4 .... wux1. Ai r F o r c e Base _ — t.,t:e?len LEGEND ihlu'k Project Boundaries PROJECT BOUNDARIES LILBURNPROPOSED PATTON STATION GOLF AND RECREATION COMPLEX CORPORATION SAN BERNARDINO, CALIFORNIA FIGURE Z 1 IS-4 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 related disturbance. This entire parcel is owned by the State of California, leased to the East Valley Water District(EV WD), and sub-let for development and operation of the golf course and associated activities to California Golf Holdings. The remaining elements of"Patton Station" will occur on a separate 38-acre site, located southerly 1 of the Hospital, on the south side of Highland Avenue. At one time this site included facilities that were historically part of Hospital operations, including a laundry, pig farm and slaughterhouse, incinerator and dump areas, sewage treatment plant and sludge drying beds, and other associated ' facilities. These structures have all been demolished and all hazardous materials and soils have been removed from the site. The only improvement remaining on this site is a parking lot, which is now used for employee parking for the San Manuel Indian Bingo and Casino; employees are shuttled from L the parking lot to the casino at the north end of Victoria Avenue. The northwest corner of this site (9.5 acres) is owned by EVWD, with the remainder (28.5 acres) owned by the State. North Site The North site is the proposed location of a 12-hole golf course, starter shack, and snack shop. The golf course will be operated from facilities on the South Site. Access to the golf course will be provided via a golf cart path which would begin on the South Site, continue northerly through an existing tunnel under Highland Avenue, then proceed northerly adjacent to the hospital facility, to the 1 starter shack. The existing tunnel is owned and maintained by the State and has historically been used for pedestrian traffic. The golf course will be operated during daylight hours only. Lighting will be provided only for security purposes near the starter shack. Approximately three to five employees will work out of the I starter shack to monitor operations and schedules of golf play. All general operations will be coordinated from the golf course office located on the South site near the driving range. Maintenance will be provided from a building to be located adjacent to the golf course, on Patton Hospital grounds. The facility will be used jointly by Patton and the golf course. South Site The South Site is the proposed location of a variety of golf-related, hotel and associated amenities identified below. The square footage of each anticipated use and structure is provided in Table 1. rHotel and associated amenities: • 200-room Hotel • 400-seat Conference Center • Pool and deck area ' Grass practice field • 18-hole Putting Course IS-5 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 tGolf-related facilities: I • Double-decked Driving Range with 94 tees • Maintenance Shop (off-site) • Office/Deli/Pro Shop Retail Commercial/Restaurant • Four Restaurant Pads, including accommodations for a Fast Food Restaurant • Mixed use complex featuring commercial, specialty and service-related uses TABLE i PROJECT BUILDING PROGRAM Summary of Building Square Footage and Parking Requirements Revised May 12, 1998 Total Parking Use/Buildin T e: Parkine Re uirements Re uire HOTEL: 200 Rooms 1.1 space/room 224 Meeting Rooms 13,3000 SF 1 space/50 SF 266 GOLF COURSE: 12 Holes 6 spaces/hole 72 Pro Shop 400 SF I space/200 SF 2 Delicatessen 1000 SF I space/100 SF 10 DRIVING RANGE: 94 Tees 1 space/tee, plus 3 spaces 97 RESTAURANT: 21,600 SF I space/35 SF seating area, 428 Three restaurants and plus I space/200 SF Sports Bar* of other GFA FAST FOOD: 2,800 SF 1 space/100 SF 28 COMMERCIAL/ 30,400 SF 1 space/200 SF 152 RETAIL/OFFICE: TOTAL PARKING 1279 RE UIRED: I Notes: * Square Footage of individual restaurant sites and corresponding parking needs: 6,000 SF (115 spaces); 4,000 SF (90 spaces); 5,6000 SF (108 spaces); and Sports Bar 6,000 SF (115 spaces). At full buildout, the various businesses on the South Site could employee up to 500 persons in combinations of commercial/retail and service trades, hotel and restaurant, along with golf maintenance 1 and management. It is anticipated that certain components of the project will be operated 24-hours per day, including the driving range, a restaurant, and hotel check-in/check-out. 1 1 IS-6 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Project Background Since the late 1980's, several studies have been made of both the North and South sites to provide information necessary to assist the State of California and EVWD in property acquisition negotiations, site remediation, and a 1987 proposal to construct a golf course on the North Site. The original "Patton Golf Course" was authorized by legislation (AB 2731) enabling the development of the 90 vacant acres of hospital grounds in a manner compatible with and aesthetically pleasing to residents and citizens of the area. The proposed golf course project underwent CEQA review, with the EVWD acting as Lead agency in 1988. An Environmental Assessment determined that a Negative Declaration be prepared, with adopted mitigation measures. Mitigation measures were adopted to reduce potential impacts associated with soil-bearing strengths, ground shaking, drainage, light and glare, road improvements for access, and cultural resources. A Notice of Determination was filed, documenting the February 3, 1989 adoption of a Negative Declaration by the East Valley Water District. The lack of interest by a golf course development company and financial backing kept the project from proceeding. ' Proposed General Plan Amendment A General Plan Amendment is proposed as a concurrent application along with the Conditional Use Permit. The existing Land Use Designation which currently applies to both sites is PF-Public Facility, due to the association this property has had historically with Patton State Hospital. The General Plan Amendment includes the following requested Land Uses: North Site: PCR-Public/Commercial Recreation The PCR District is established for the purposes of accommodating public outdoor recreation, including such uses as stadiums and sporting facilities, farmers markets, and public and private golf courses. The proposed "Patton Station" is designed in accordance with Section 19.10.030 of the Development Code (1. Golf Courses and Related Facilities). South Site: CG-1- General Commercial District The CG-I District is intended for the establishment of mixed use entertainment and commercial/retail ' uses along major transportation corridors, and especially reinforcing the commercial use along established commercial corridors. The location of the "Patton Station" is proposed in exactly such an in-fill setting on Highland Avenue, immediately adjacent to commercial/retail development, multi-family development, and the Patton State Hospital. 2. SITE AND AREA CHARACTERISTICS The proposed project is located in an urbanized area, served by major roads and highways. It is adjacent to public facilities (hospital, school and fire station), commercial, and residential uses. The IS-7 ERC 6/19/98 ICity of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 project is located within the city limits of San Bernardino and adjacent to the bordering city limits of Highland. The following land uses border the North Site: North. Single-family residential; Serrano Junior High School South. The secured grounds of the Patton State Hospital; City of San Bernardino Fire Station East. Orange Street; Single-family residential West. Victoria Avenue; Flood control basin owned and maintained by the San Bernardino County Flood Control District ' The following land uses border the South Site: North, Highland Avenue; Patton State Hospital, and the Highland Senior Center South. State Route 30 improved freeway Ea . Central Avenue; vacant land and multi-family residential West. Commercial shopping center including Kmart, Food 4 Less, and Pic N Save, hotel and restaurants; multi-family residential. Land Use Designations The current Land Use Designation of the North Site is PF - Public Facilities, Land Use designation Isurrounding this site are: North: RS - Residential; PF - Public Facilities (School) South: PF - Public Facilities (State Hospital) East- RS - Residential West: PFC - Public Flood Control ' The current Land Use Designation of the South Site is PF - Public Facilities, Land Use designation surrounding this site are: North: PF - Public Facilities (State Hospital) South: State Route 30 East: RM -Residential Medium; CG- General Commercial West: City of Highland; C-2 - Commercial and R-3 - Multi-family residential 3. AGENCY APPROVALS REQUIRED Lease/Sub-Lease Agreements with East Valley Water District Lease Agreement with State of California. Drainage improvements required by SB County Flood Control District. ' Drainage facility tie-in to existing Caltrans facilities. IS-8 ERC 6/19/98 ICity of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 The 73-acre North Site is owned by the State of California and leased to the EVWD. The lease is a 30-year lease on the condition that the property be used as a golf course. This site has been sub-leased Iby the EVWD to California Golf Holdings. The South Site consists of two parcels; the parcel owned by the State has been leased to California Golf Holdings. The EVWD has sub-leased 9.54 acres(Assessors Parcel Numbers 286-111-07 and -08) to California Golf Holdings strictly for "general commercial use and paved parking in connection with its use of a related parcel under the terms of the Sublease with the District," for a 30-year term, renewable for a maximum of twenty years. Use of the property is further conditioned "upon the company's acquisition of all appropriate governmental permits for said use of the Property." IS-9 ERC 6/19/98 i ICity of San Bernardino Initial Studv GPA 98-03, CUP 98-14, and TRP 98-02 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED I The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pages. • Land Use and Planning ❑ Transportation/Circulation ❑ Public Services ❑ Population and Housing ❑ Biological Resources ❑ Utilities and Service Systems • Geological ❑ Energy and Mineral Resources ❑ Aesthetics ❑ Water ❑ Hazards ❑ Cultural Resources m Air Quality ❑ Noise ❑ Recreation ❑ Mandatory Findings of Significance Determination. ' On the basis of this Initial Study, the City of San Bernardino, Environmental Review Committee finds: That the proposed project COULD NOT have a significant effect on the environment, and ❑ a NEGATIVE DECLARATION will be prepared. That although the proposed project could have a significant effect on the environment, there 129 will not be a significant effect in this case because the mitigation measures described on an attached sheet have been added to the project. A NEGATIVE DECLARATION will be prepared. That the proposed project MAY have a significant effect on the environment, and an ❑ ENVIRONMENTAL IMPACT REPORT is required. That although the proposed project could have a significant effect on the environment, there ❑ WILL NOT be a significant effect in this case because all potentially significant effects (a) have been analyzed adequately in an earlier EIR pursuant to applicable standards and (b) have been avoided or mitigated pursuant to that earlier EIR, including revisions or mitigation ' measures that are imposed upon the proposed project. Sign ure Date 8 Printed Name IS-10 ERC 6/16/98 1 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact I. LAND USE AND PLANNING. Will the proposal result in: a) A conflict with the land use as designated based on the review of the General Plan Land Use Plan/Zoning Districts Map? b) Development within an Airport District ❑ as identified in the Air Installation Compatible Use Zone (AICUZ) Report and the Land Use Zoning District Map? C) Development within Foothill Fire Zones 0 0 ❑ A& B, or C as identified on the Land Use Districts Zoning Map? d) Other? Golf ball hazards ❑ ❑ ® ❑ II. POPULATION AND HOUSING. Will the proposal: a) Remove existing housing (including ❑ ❑ ❑ affordable housing) as verified by a site survey/evaluation? Ib) Create a significant demand for p p p additional housing based on the proposed use and evaluation of project size? C) Induce substantial growth in an area ❑ ❑ 0 either directly or indirectly (e.g., through ' projects in an undeveloped area or an extension of major infrastructure)? IS-I] ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact III. EARTH RESOURCES: Will the proposal result in: a) Earth movement (cut and/or fill) on slopes of 15% or more based on ' information contained in the Preliminary Project Description Form, No. D? b) Development and/or grading on a slope greater than 15% natural grade based on review of General Plan HMOD map? ' c) Erosion, dust or unstable soil conditions ® 0 O from excavation, grading or fill? d) Development within the Alquist-Priolo ❑ 0 Special Studies Zone as defined in Section 12.0-Geologic & Seismic, Figure 47, of the City's General Plan? e) Modification of any unique geologic or physical feature based on field review? f) Development within areas defined as having high potential for water or wind erosion as identified in Section 12.0- Geologic& Seismic, Figure 53, of the City's General Plan? g) Modification of a channel, creek or river based on a field review or review of USGS Topographic Map: Harrison Mountain? h) Development within an area subject to landslides, mudslides, subsidence or other similar hazards as identified in Section 12.0-Geologic& Seismic, Figures 48, 51, 52 and 53 of the City's General Plan? IS-12 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 ' Potentially Significant t Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact i) Development within an area subject to liquefaction as shown in Section 12.0- Geologic & Seismic, Figure 48, of the City's General Plan? ' j) Other? IV. WATER. Will the proposal result in: a) Changes in absorption rates, drainage patterns, or the rate and amount of surface runoff due to impermeable surfaces that cannot be mitigated by Public Works Standard Requirements to contain and convey runoff to approved storm drain based on review of the proposed site plan? b) Significant alteration in the course or flow of flood waters based on consultation with Public Works staff? C) Discharge into surface waters or any alteration of surface water quality based on requirements of Public Works to have runoff directed to approved storm drains? Id) Changes in the quantity or quality of round water? 1 e) Exposure of people or property to flood 0 ❑ 0 hazards as identified in the Federal Emergency Management Agency's Flood Insurance Rate Map, Community Panel Number , and Section 16.0- Flooding, Figure 62, of the City's General Plan? f) Other? ❑ ❑ IS-13 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact V. AIR QUALITY. Will the proposal: a) Violate any air quality standard or ® p p p contribute to an existing or projected air quality violation based on the thresholds in the SCAQMD's "CEQA Air Quality Handbook"? b) Expose sensitive receptors to pollutants? p 0 p C) Alter air movement, moisture, or ❑ ❑ temperature, or cause any change in climate? d) Create objectionable odors based on ❑ ❑ ❑ information contained in the Preliminary Project Description Form? VI. TRANSPORTATION/CIRCULATION. Could the proposal result in: a) A significant increase in traffic volumes ❑ ® p on the roadways or intersections or an increase that is significantly greater than the land use designated on the General Plan? 1 b) Alteration of present patterns of p p p circulation? C) A disjointed pattern of roadway ❑ improvements? d) Impact to rail or air traffic? p p p e) Insufficient parking capacity on-site or ® 0 ❑ off-site based on the requirements in Chapter 19.24 of the Development Code? IS-14 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Potentially Significant Potentially Unless Less Than i' Significant Mitigation Significant No Impact Incorporated Impact Impact f) Increased safety hazards to vehicles, bicyclists or pedestrians? g) Conflict with adopted policies supporting alternative transportation? h) Inadequate emergency access or access to nearby uses? i) Other? VIL BIOLOGICAL RESOURCES. Could the proposal result in: a) Development within the Biological Resources Management Overlay, as identified in Section 10.0-Natural Resources, Figure 41, of the City's General Plan? b) Impacts to endangered, threatened or rare species or their habitat (including, but not limited to, plants, mammals, fish, insects and birds)? C) Impacts to the wildlife disbursal or migration corridors? d) Impacts to wetland habitat (e.g., marsh, riparian and vernal pool)? e) Removal of viable, mature trees based on information contained in the Preliminary Project Description Form and verified by site survey/evaluation (6" or greater trunk diameter at 4' above the ground)? �, f) Other? ❑ ❑ ❑ IS-15 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact VIII. ENERGY AND MINERAL RESOURCES. Would the proposal: a) Conflict with adopted energy ❑ conservation plans? b) Use non-renewable resources in a ❑ wasteful and inefficient manner? C) Result in the loss of availability of a ❑ known mineral resource that would be of future value to the region and the residents of the State? IX. HAZARDS. Will the proposal: a) Use, store, transport or dispose of ❑ hazardous or toxic materials based on information contained in the Preliminary Environmental Description Form, No. G(1) and G(2) (including, but not limited to, oil, pesticides, chemicals or radiation)? b) Involve the release of hazardous substances? C) Expose people to the potential ' health/safety hazards? d) Other?: Fire Hazard Area ❑ ❑ ® ❑ i IS-16 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact X. NOISE. Could the proposal result in: ' a) Development of housing, health care facilities, schools, libraries, religious facilities or other noise sensitive uses in ' areas where existing or future noise levels exceed an Ldn of 65 dB(A) exterior and an Ldn of 45 dB(A) interior as identified in Section 14.0-Noise, Figures 57 and 58 of the City's General Plan? b) Development of new or expansion of existing industrial, commercial or other uses which generate noise levels above an Ldn of 65 dB(A) exterior or an Ldn of 45 dB(A) interior that may affect areas containing housing, schools, health care facilities or other sensitive uses based on information in the Preliminary Environmental Description Form No. G(1) and evaluation of surrounding land uses No. C, and verified by site ' survey/evaluation? C) Other? ' XI. PUBLIC SERVICES. Would the proposal have an effect upon, or result in a need for new or altered government services in any of the following areas: a) Fire protection? b) Medical Aid? C) Police protection? IS-17 ERC 6/19/98 ' City of San Bernardino ' Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 ' Potentially Significant ' Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact td) Schools? ❑ ❑ ❑ ' e) Parks or other recreational facilities? ❑ 0 ❑ 0 Solid waste disposal? ❑ ❑ ® 0 ' g) Maintenance of public facilities, including ❑ ❑ ® ❑ ' roads? h) Other governmental services? O 0 ❑ 0 ' XII. UTILITIES: Will the proposal, based on the responses of the responsible Agencies, Departments, or Utility Company, impact the ' following beyond the capability to provide adequate levels of service or require the ' construction of new facilities? a) Natural gas? ' b) Electricity? ® O ' c) Communications systems? ® ❑ d) Water distribution? ' e) Water treatment or sewer? ' f) Storm water drainage? 0 ® ❑ ❑ g) Result in a disjointed pattern of utility extensions based on review of existing patterns and proposed extensions? ' h) Other? IS-18 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 ' Potentially Significant ' Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact XIII. AESTHETICS. a) Could the proposal result in the 0 0 ❑ obstruction of any significant or important scenic view based on ' evaluation of the view shed verified by site survey/evaluation? b) Will the visual impact of the project ❑ 0 ❑ ' create aesthetically offensive changes in the existing visual setting based on a site ' survey and evaluation of the proposed elevations? C) Create significant light or glare that 0 ® ❑ ❑ ' could impact sensitive receptors? d) Other? 0 ❑ 0 ❑ ' XIV. CULTURAL RESOURCES. Could the proposal result in: ' a) Development in a sensitive archaeological area as identified in ' Section 3.0-Historical, Figure 8, of the City's General Plan? b) The alteration or destruction of a p p El prehistoric or historic archaeological site by development within an archaeological sensitive area as identified in Section 3.0- Historical, Figure 8, of the City's General Plan? C) Alteration or destruction of a historical site, structure or object as listed in the ' City's Historic Resources Reconnaissance Survey? d) Other?: Patton Cemetery 1 IS-19 ERC 6/19/98 ' City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 ' Potentially Significant ' Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact ' XV. RECREATION. Would the proposal: ' a) Increase the demand for neighborhood or ❑ ED regional parks or other recreational facilities? ' b) Affect existing recreational opportunities? ' XVI. MANDATORY FINDINGS OF SIGNIFICANCE. ' a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish ' or wildlife species, cause a fish or wildlife population to drop below self- sustaining levels, threaten to eliminate a ' plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate ' important examples of the major periods of California history or prehistory? ' b) Does the project have the potential to ❑ 0 ❑ achieve short-term, to the disadvantage of long-term, environmental goals? C) Does the project have impacts that are ❑ ❑ 0 individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable ' when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects.) IS-20 ERC 6/19/98 City of San Bernardino Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 Potentially Significant Potentially Unless Less Than Significant Mitigation Significant No Impact Incorporated Impact Impact d) Does the project have environmental 0 ❑ 0 effects which will cause substantial adverse effects on human beings, either directly or indirectly? REFERENCES. The following references cited in the Initial Study are on file in the Planning and Building Services Department/Public Works Department. 1. City of San Bernardino General Plan. ' 2. City of San Bernardino General Plan Land Use Plan/Zoning Districts Map. 3. City of San Bernardino Development Code (Title 19 of the San Bernardino Municipal Code). 4. City of San Bernardino Historic Resources Reconnaissance Survey. ' S. Alquist-Priolo Earthquake Fault Zones Map. 6. South Coast Air Quality Management Distfict, CEQA Air Quality Handbook. 7. Federal Emergency Management Agency, Flood Insurance Rate Maps. ' 8. Public Works Standard Requirements -water. 9. Public Works Standard Requirements - grading. OTHER DOCUMENTS INCORPORATED BY REFERENCE Converse Consultants Inland Empire, July 1990. Executive Summary - Preliminary Findings of Site Survey of EVWD Administration Expansion Site. Krieger& Stewart, Inc., Engineering Consultants, October 1988. Valuation of Patton State Hospital Domestic Water Supply System. Musco Lighting, Inc., March 13, 1998. Patton Driving Range, Drvving Range Lighting Project. San Bernardino. California. Rincon Consultants, Inc., March 4, 1998. Phase II Environmental Site Assessment. Former Patton State Hospital Site San Bernardino California. URS Consultants, January 1989. Environmental Assessment for the Patton Golf Course. ' Wear, John F., Consulting Biologist, February 1989. Biological Survey of the Proposed Patton Golf Course. IS-21 ERC 6/19/98 1 City of San Bernardino 1 Initial Study GPA 98-03, CUP 98-14, and TRP 98-02 1 APPENDICES A: Grading and Drainage Plan; Pinnacle Design Company/CM Engineering Associates, April 1998 B: Air Quality Emissions Inventory and Analysis C: Traffic Impact Study: Patton Station, RKJK, June 1998 1 D: Patton State Hospital Arborist Tree Report: Dave Matias Plant and Pest Consultant, April 21, 1998 E: Arborist Report: Foothill Golf Center Complex, Mark D. Cobb, Elite Landscape, November 14, 1997 1 1 1 1 1 1 1 i i 1 1 1 1 IS-22 ERC 6/19/98 1 DISCUSSION OF IMPACT LEVELS AND MITIGATION MEASURES ' I. LAND USE AND PLANNING a) The proposed Patton Station project is located on Patton State Hospital property, in the ' northeastern portion of the city of San Bernardino,and adjacent to Highland City boundaries. The site is approximately 1/2 mile south of the San Manuel Indian Reservation and Casino and the San Bernardino National Forest. The proposed golf course will be developed on approximately 74 acres of land located north of Highland Avenue and existing Patton hospital facilities, between Victoria Avenue and Orange Street. The remainder of the project will be constructed on 38 acres located south of Highland Avenue, across from Patton State ' Hospital. ' The proposed project is a combination of commercial and recreational uses; the existing General Plan designation of both the North and South sites is Public Facilities (PF). Existing General Plan designations of the City of Highland and the City of San Bernardino are shown on Figure 3 and in Tables 2 and 3. Commercial uses are adjacent to the project's two sites, as well as single- and multi-family residential and public facility uses (see Tables 4 and 5). ' The proposed project does not comply with the current General Plan designation of PF and therefore, a General Plan Amendment will be required before the project can be approved. The proposed General Plan designations are Public/Commercial Recreation (PCR) for the ' North Site, and General Commercial District (CG-1) for the South Site. The proposed uses are compatible with the General Plan designations of surrounding properties, as well as current land uses. No significant impacts to land use will result from the proposed project or General Plan Amendment. The development of a golf course on the North Site will serve as a buffer between the ' hospital and residential areas;the commercial areas and driving range on the South Site will serve as a buffer between State Route 30 and adjacent uses. The project is compatible with the following City of San Bernardino General Plan Policies: 6.2.2 Locate noise sensitive land uses (e.g., schools, hospitals) away from heavily traveled highway facilities, if practical, consistent with the policies of the Land Use and Noise Elements (I6.10). 6.2.3 Require, wherever possible, a buffer zone between residential land uses and highway facilities (I6.10). 6.2.5 Provide for the development of mixed-use residential-commercial-office developments to increase opportunities to work and shop close to home and to conduct errands close to work (I6.12). 6.2.6 Provide for the development of multi-family residential areas near job centers to maximize opportunities for people to live and work in close proximity to one another(I6.12). 13:/Projects/422/Reporte/IS/06/19/98 IS-23 ' TABLE 2: Land Use Designations Adjacent to the North Site North Site Designation PF- Public Facilities ' North RS—Residential PF—Public Facilities South PF-Public Facilities ' East RS-Residential West PFC- Public Flood Control TABLE 3: Land Use Designations Adjacent to the South Site South Site Designation PF-Public Facilities North PF-Public Facilities South State Route 30 East RM- Residential Medium CG-General Commercial West RS-3 -Residential(City of Highland) ' C-2-Commercial(City of Highland) ' TABLE 4: Land Uses Bordering the North Site North Single-family residential Serrano Junior High School South Secured Grounds of Patton Hospital City of SB Fire Station East Orange Street Single-family residential West Victoria Avenue Flood Control Facilities TABLE 5: Land Uses Bordering the South Site North Highland Avenue/Patton State Hospital/Highland Senior Center South State Route 30 East Central Avenue, Vacant Land Multi-Family Residential West Shopping Center(K-Mart), Hotel and Multi- Family Residential 1 G:/Projects/422/Repons/IS/06/19/98 IS-24 \ 4\_,JI �. i,.. [ (ill. b I���•�•.i f A� D \ fr � 1 I�(! �6 �S r',: 0 3,000 Feet Ma Prepared 6 o 1 L!Ibum Corporation, I P II � �� � >. tw2taU jj�t'�arkm-v� V af! ���iH �xleslralEy�vd� � ti�/t Sr `1vY `��" 3v A! � ..� "r' �"pA. . �✓ �1��11 lL.�-,�fill(�� «I l��fr ��A��L ��r�f�i�C v� r��/�,�� � l i�l n q pA� eel a • f E \ y 9 �� Yf A��Li� ti ✓�O �'� J� � �l�r^.fV,� � l f �)� ` v�1 ,i_ p� �. v ��� E �� � Scnaol Own o ) 1 n_ ✓ � L -T� 1V � Ir���✓f Iliv 1,t)1 1� ���1 A �1� 1`l, v-T �_ P 1° V DN.L�R � 1 A vF iPr It i ILJ �� 11�y r - � •I - M� I � €�r�„ I � ' �iPtt I - ."NOI'tll Ite � .��\I `"°� U` ��1,� l f�,�I� �'_ f�,1`l. !'0.5 HI nlana sl\\Jy 9 'RS ti .. plr f' �P`L.tSRS .4 T P`T H \ -rll ST NO O Wr. c; ■ 17 U'3 3 ES+ � cc s�i k;' ti,��_R r.d 1 a ��) Rem a ar 1' " Yi.1 �OUth ueM vt InXI ij 0.3 �� 6 e � C - 0.4 . tT lx1 iF SIC t I (�� GOr90 10 IR f�i I R I r/Rs ! PFP A s e '�-f I High srnool S S3 -•^—V H I o� rUINT ... 7 /- I rt¢ MENI I, I s orl11!/i .E edsc €YII rl Fk ll H III • .ri }�(? \`Ir. �P rsnN011l snooi� ` e �� I ■ I S E . � 3 -� � �� I I \ �\� � e� I���. - u r �. " I � f � r• A �A 1<>u aaa i � 1 d h . r rl 4a..r o \o\ \.. I Ilan 1 y� _ J. Code Designation LEGEND U r RS Residential Suburban -\ R — q �t B ent0 � RU Residential Urban Patton Station RM Residential Medium O RMH Residential Medium-High Schools au DER a ou f n.r.. .y SB City _ , IL CG Commercial General • / ( � 'j, • I CN Commercial Neighborhood General Plan ---- Highland City PF Public Facilities N o r t o n J •' General Plan&Zoning v—� PP Public Parks I It - r PFC Public Flood Control 6 1' " !I ..-- MH Hillside Management IF A i F o r C-e B a s e -l�:�l aN nmx •.I ,'azrca Source: City of San Bernardino GENERAL PLAN DESIGNATIONS LILBURN PROPOSED PATTON STATION GOLF AND RECREATION COMPLEX CORPORATION SAN BERNARDINO, CALIFORNIA FIGURE 3 The historical and current land uses of the two project sites are summarized below. North Site This portion of the project is a part of the Patton State Hospital grounds and will encompass 74 acres between Victoria Avenue and Orange Street. The site was previously used by the hospital for agriculture; some fruit-bearing trees remain in the northeast portion ' of the site. A total of 200 counted trees exist on the site, including the area along Orange Street that will accommodate the golf cart path which will provide access to the course from the driving range/pro shop at the South Site. An approximate 3-acre cemetery is located at the northwest comer of the Patton property. This cemetery was recently memorialized following its discovery, and has been physically separated from the area that will be developed as a golf course. The property is owned by the State of California, leased to the East Valley Water District, and sub-leased to California Golf Holdings. South Site The South Site of the project is two parcels totaling 38 acres. A 9.5-acre parcel is owned by the EV WD and has been leased to California Golf Holdings. The State of California owns the other parcel (27.5 acres) and has also leased the property to California Golf Holdings. The entire 38-acre site was once part of the Patton State Hospital facility. Uses once included laundry facilities, a pig farm and slaughter house, incinerator and dump areas, and a sewage treatment plant. The original construction of these facilities began in 1926; the laundry serviced the hospital until 1974 and was later used for storage. The agricultural activities also ceased in about 1974. The site has undergone environmental remediation to remove the abandoned hospital support facilities and hazardous materials associated with prior uses. All impacted soil has been removed; clean topsoil obtained from the flood control basin located northwest of the site has been added and stockpiled on the site. A portion of the property was cleared after a 1988 proposal by the EV WD to construct their headquarters on the site. It has since been used as a "Park and Ride"facility by Caltrans and is currently used as employee parking for the San Manuel Indian Bingo and Casino. A pedestrian/cart tunnel under Highland Avenue connects the South Site to the main hospital grounds. The tunnel's original purpose was to provide access for Patton employees traveling between the hospital and the laundry and farming operations. b) The proposed project is not within an Airport District as identified in the Air Installation Compatible Use Zone(AICUZ)Report and the Land Use Zoning District Maps. The closest air strips or airports are located approximately 3 miles to the south (San Bernardino International Airport), and 6.5 miles to the southeast(Redlands Municipal Airport). There are no significant project-related impacts associated with airports or air fields. ' c) The North Site of the proposed Patton Station lies just south of the City's High Fire Hazard Line (refer to Figure 61 of the City of San Bernardino General Plan). The 1979 Bear Fire reached to just north of the Northern boundary of the project site. The North Site is within a City General Plan-designated Area C - Moderate Hazard for Fires. r G:/Projects/422/Reports/11/06/1919, IS-26 The North Site will be developed with a 12-hole golf course that will be landscaped with trees, shrubs, and grasses. Other improvements on the site will include a starter shack and a snack shop. Approximately three to four employees would be on-site full-time. No structures on the North Site would be permanently inhabited. The operations on the North Site do not include the storage or use of any hazardous or flammable materials. Therefore, the impact of the project to a moderate fire hazard area, or the potential safety impact associated with the project being in such a location is less than significant. d) The entire golf course concept rose out of the need to create a buffer between the hospital and the residences along the northern boundary of the site. Although the interface along this boundary between the golf course and the residences is anticipated to be positive, there is a potential hazard to the rearyard areas of these homes from errant golf balls. The golf course has been designed to minimize this problem, and the need for protective netting is not anticipated. However, only actual operation of the course can provide an absolute determination regarding the beneficial use of protective netting. The operation will monitor the impacts to adjacent residents, and if determined necessary by City staff and resident complaints, the use of protective netting will be implemented. II. POPULATION AND HOUSING a) The existing land use of the project site is vacant; no housing currently exists on either the North or South site. Construction of the proposed project will not result in the removal of ' any housing, and therefore no impacts to existing housing will occur. b) The proposed project will not create a significant demand for additional housing. The total employment base of the entire project is anticipated to be 500 and would come from the local area. No impacts to housing needs will result from the project. C) The project will not be growth inducing,either directly or indirectly. No additional housing will be provided, and no infrastructure will be expanded to serve the project. The project will have no growth inducing impacts. 111. EARTH RESOURCES a) North Site The existing topography of the North Site is gently sloping from the southwest (elevation 1,315 feet) to the northeast (elevation 1,455 feet), with the average grade on-site ranging from 2 percent to 4 percent. A few isolated slopes near the project boundaries average 10 percent to 12 percent. No on-site slopes of 15 percent of greater will be impacted by site grading (refer to Appendix A: Grading and Drainage Plan). Finished grades of the golf course will be closely related to the site's existing topography. South Site The existing topography of the south side is gently sloping from northeast (elevation 1,305 feet) to the southwest (elevation 1,240 feet) with an average grade of G:/Projects/422/RepoMfiS/06/19/98 IS-27 I2 percent. The only slope of significance on-site is the recently deposited stockpile of dirt at the southwest portion of the property. This material will be used on-site for developing Ifinished grades, primarily on the eastern portion for the driving range. No on-site slopes of 15 percent of greater will be impacted by site grading (refer to Appendix A: Grading and Drainage Plan). Finished grades of the South Site will be closely related to the site's existing topography. The projects drainage system will be reviewed by the Regional Water Quality Control Board, Santa Ana Region for the issuance of permits. b) The 1989 General Plan includes the results of slope stability studies and categorizes generalized slopes into areas of: 1) low relief, 2) moderate relief, and 3) high relief. Generalized landslide susceptibility is categorized as either: 1) low or 2) moderate. Combinations of these factors result in two broad areas of potentially hazardous areas. Figure 52 of the General Plan maps those areas. The proposed Patton Station is not located within or near a mapped area susceptible to either slope stability or landslide hazards. The project sites are not located within a Hillside Management Overlay District, as identified in the City of San Bernardino General Plan. C) Dust will be generated during grading of both the North and South sites. The San Bernardino ' County Flood Control District has been stockpiling dirt at both the North and South sites that has been excavated from nearby Sand Creek Basin. The stockpile has been watered on a daily basis as required to reduce dust hazards and impacts. d) The project site is located south of an Alquist-Priolo Special Studies Zone as defined in the City's General Plan (reference Figure 47 of the City of San Bernardino General Plan). The San Andreas Fault traverses northwest to southeast along the base of the San Bernardino Mountains, approximately 1/2 mile north of the project site. No significant impacts are expected due to the project's location in this area. e) Both the North and South sites of the proposed Patton Station will be developed on land that is currently vacant and has historically been used for agricultural or industrial uses to support the Patton State Hospital. Any unique physical or geologic features that would have been associated with these sites would have been destroyed over seventy years ago. Both sites have been regularly graded for weed control and the South Site has been completely remediated for hazardous waste conditions. No impact to unique physical or geologic features would occur from development of the project. f) North Site. This portion of the project area is within the City Designated High Wind Area (Figure 59 General Plan). The North Site will be developed as a golf course and will also support a snack shop and starter shack for the golf course. This use will not include any activities that would be hazardous during high wind conditions. The potential for erosion will be minimized by the amount of landscaping that will be in place for the golf course. Following completion of the project, the wind erosion potential of the site will be less than under existing conditions. There will not be any slopes developed on-site that would be ' wind-erodible. G:/Proicas/422/ReponsA1/06/19/98 IS-28 t ISouth Site The South Site of the project does not lie within an area of the City defined as having high potential for wind or water erosion.No impact is expected to the South Site from high wind or erosion potential. g) North Site This portion of the site lies near the base of the San Bernardino Mountains. Several tributary streams and creeks flow down gradient toward the site. Storm flows are captured in a series of maintained flood control channels and other drainage facilities (see Figure 4). Modifications to the existing storm drain system will be required as a part of the proposed project. No modifications to any natural streams or creeks, as identified on the Harrison Mtn., Calif. USGS Quad Map will occur. Additional facilities to capture storm flows from both the northerly and easterly areas draining to the project site however, are required to be constructed by the project applicant, in accordance with Amendment No. 1 to the Lease between the State of California and East Valley Water District, dated November 12, 1997. Such drainage facilities shall be "adequate to provide protection of the hospital grounds as ' set forth in paragraph 12". The following is summarized from the hydrologic analysis prepared by CM Engineering Associates for development of the project's drainage plan. The flow quantities are per a regional comprehensive storm drain plan in the process of being updated by the San Bernardino County Flood Control District. From Indian and San Miguel canyons, the projected 100-year storm flow discharging onto the proposed golf course is 492 cfs. From Reservoir Canyon,the projected 100-year storm flow discharging onto the proposed golf course is 447 cfs. From Patton Canyon, the projected 100-year storm flow discharging to the proposed golf course is 385 cfs. These flows totaling approximately 1,324 cfs will be picked up and carried under Victoria Avenue and discharged into the Sand Creek Basin located north of Highland Avenue and west of Victoria Avenue. From Baldridge Canyon the projected 100-year storm flow discharging through Patton State Hospital grounds is 407 cfs. South Site An existing drainage channel runs through the South Site of the project, from northeast to southwest. Storm flows from the northeast are captured and discharged to an existing storm drain system maintained by Caltrans near State Route 30. Modifications of this system will also be required for development of the South Site. The projected 100-year storm flows from the intersection of Central Avenue and Highland Avenue flowing south to the freeway is 1,434 cfs. This flow will be carried in an underground storm drain pipe from Highland Avenue and Central Avenue across and south along its historical route on the west edge of the Patton Station driving range and will discharge into the Caltrans open channel concrete storm drain located along the north side of Interstate 30 west of Central Avenue. The 25-year storm flow projected for a culvert under Highland Avenue of 52 cfs will flow south in an underground storm drain G:1Proiects14221ReportsAS/06119/98 IS-29 t I 1�� =1 J `terms_^ { r �J/��•' 7- l J(q�. Vi �� /•.--����- 5�''tl E''`,.. 1. y I�:�..��,`� \- �dY ' lF —•?J.�I r;�r�r�V `..! \�'1�.4 `�°°• Fta..� _ f,r LJ t+tp�,�y _..� ��`• .,,"�_`4r F '4}, f�,!-�'a rv.Ir .�'.� 4 011, 4 I 74 1 , I 4 II III L r„''4��4 �_I } �.••�I� I `� Ir � t` �� ' lst`1 �r1• '� h'" r11 L 1 I t �I r_'_ :I I. �. t ��t'll � /II �II� � � I �'� 1 I •( C� .i'1_I it �`� _ JI r' III I��a, � I• �Il� II I + _,\l ' Y.^ t a s A 1 it IN ,I p : _ I I' s.. � +I1I ..� II 5��• _ yyyI J Mme:All Qs are 100 Year flows. LEGEND ! Patton Station o 1,000 DRAINAGE AND SURFACE FLOWS Feet LILBMPROPOSED PATTON STATION GOLF AND RECREATION COMPLEX CORPORATION SAN BERNARDINO, CALIFORNIA FIGURE 4 to the freeway along the westerly property line of the project (CM Engineering Associates, Drainage Plan). h) No part of the project is within an area subject to landslides, mudslide, subsidence or other similar hazards as identified in the City's General Plan and therefore no project impacts are anticipated. i) The project does not lie within an area of the city subject to liquefaction, as shown on Figure 48 of the General Plan. The average depth to groundwater in this area, over the past thirty years has ranged from 270 feet to 370 feet below ground surface (bgs). The current (May 1998)depth to groundwater, measured at the EVWD Well No. 39,near Date Street and Sand Canyon Creek(elevation 1,340 feet) is 310 feet bgs. The project will not be subject to risk from liquefaction; no environmental impacts are identified. IV. WATER a) The project will result in changes to absorption rates, drainage patterns, and the amount of surface runoff due to the parking lots and buildings to be constructed on the South Site. These changes in drainage patterns and increase in surface runoff will be mitigated with on- site storm flow capture, storm drain facilities, and storm drain impact fees in accordance with the City's Public Works Standard Requirements. ' b) The project's impact to flow of flood waters will be mitigated as required to control surface flow through the site. A storm drainage system has been designed and submitted to the City Public Works Department as part of the Drainage Plan. C) The project storm drain system will result in discharges to detention basins as a part of the storm drainage system. No impacts to surface waters or any alteration of surface water quality will occur with completion of the storm drain system modifications. d) The project will be supplied domestic and irrigation water from the EVWD. Irrigation water will be supplied from an existing well located on the Patton State Hospital property that cannot currently be used for domestic purposes due to current nitrate levels exceeding drinking water standards. This well has been used in the past when drinking water standards are met, to provide domestic water to the hospital. The EVWD intends to negotiate an agreement with Patton State Hospital to exchange supply for services. The EVWD will operate the existing well water system owned by Patton and provide the irrigation water supply to the Patton Station project. The demands of the project for irrigation will be approximately 658 acre-feet/year(74 acres golf course+ 19 acres putting course and driving range+ 1 acre common area landscaping x 7 AF/acre/year). The project site currently has no water demand and therefore, the project will result in an increased demand for and increased production of groundwater. Historical records (1957 - 1987) show that the Patton wells Nos. 2, 10, 11, & 14 have produced anywhere from a total of 400 to 875 acre-feet/year. Based on discussions with the EVWD, G:/Projects/422/Repons/1S/06/19/98 IS-31 the project's demand for irrigation water will not significantly impact the overall quantity of groundwater. It will in fact provide for a benefit in groundwater by using high nitrate ' groundwater that would otherwise be unavailable for use or would require treatment for use as a domestic water supply. The domestic water supply demands of the project are estimated based on the square footage of commercial and office uses, the estimated seating capacity of the restaurants, and the t number of hotel rooms. It is estimated that these uses will demand 87,365 gallons per day, or 98 acre-feet/year (see Table 6). This demand will not be a significant impact on the current groundwater supply or production capability of EV WD (Telephone conversation, Paul Dolter, EV WD). Table 6 ' Estimated Water Demand Patton Station Estimated Estimated Average Water Daily Demand Annual Demand Use/Building Type Size/Units Demand/Unit (gpd) (AF/yr) Driving Range& Project 20 Acres 7 AF/yr 124,983 140 Landscaping Golf Course 74 Acres 7 AF/yr 462,439 518 Hotel 200 Rooms 155 gpd 31,000 35 Conference Center 400 Seats 63 gpd 25,200 28 Restaurant(3) 200 Seats each 31 gpd 18,600 21 Fast Food(Snack Shop+l) 70 Seats 19 gpd 1,190 1.3 Retail 30,400 SF 0.3 gpd 9,120 10 Office/Starter Shack 1,000 SF 0.2 gpd 200 0.2 Sports Bar 130 Seats 19 gpd 2,470 3 e) The project's North and South Sites do not lie within a flood hazard area as identified either by the Federal Emergency Management Agency's Flood Insurance Rate Map, Community ' Panel Number"Colton", or the City's General Plan. V. AIR QUALITY ' a) Air quality is affected by both the rate and location of pollutant emissions and by meteorological conditions which influence movement and dispersal of pollutants. Atmospheric conditions such as wind speed, wind direction, and air temperature gradients, along with local topography, provide the link between air pollutants and air quality. The project is in the northeast portion of the South Coast Air Basin (SCAB),which includes Orange County,and portions of Los Angeles, Riverside,and San Bernardino counties. SCAB is an area of 6,600 square miles bounded by the Pacific Ocean to the west and the San Gabriel, San Bernardino, and San Jacinto mountains to the north and east. The mountains which reach heights of up to 11,000 feet above mean sea level (msl), act to prevent airflow and thus the transport of air pollutants out of the basin. G:/Projects/422/Reports/IS/06/19/98 IS-32 i During the dry season, and to a lesser degree during the winter, a daytime sea breeze blowing onshore and a nighttime land breeze moving offshore typify the daily circulation pattern in the basin. Generally, the sea breeze is about twice as strong as the land breeze. Throughout the year during the night, drainage flows exist as cool air from nearby mountain slopes, drains down and back toward the ocean. IThe San Bernardino Valley portion of the SCAB is designated non-attainment for nitrogen dioxide, sulfates,particulate matter,and ozone. The criteria pollutants that pertain to the SCAB and the proposed Patton Station project are: • Ozone (O,) • Carbon monoxide(CO) • Nitrogen dioxide (NO,) • Particulate matter(PM10) • Sulfur dioxide(SO2) • Reactive Organic Compounds (ROC) The South Coast Air Quality Management District(SCAQMD) adopted the Final 1994 Air Quality Management Plan (AQMP)revision in September 1994 and a draft 1997 update in August 1996 to establish a comprehensive control program to achieve compliance with federal and State air quality standards for healthful air quality in the SCAB. The AQMP policies serve as the framework for all control (permitting) efforts in the SCAB as enforced by the SCAQMD for stationary sources. The California Air Resources Board (CARB) regulates mobile sources. Estimates of both construction and operational emissions are contained in the tables of Appendix B. A summary of operational emissions associated with the project are listed in Table 7, below. The Average Daily Trips (ADT) analyzed in the air quality analysis were derived from Robert Kahn & John Kain & Associates Inc. Focused Traffic Study for the Patton Station. Table 7 also compares daily operational emissions with applicable SCAQMD thresholds of significance. Table 7 Operational Emissions and SCAQMD Thresholds Operation PM10 ROC CO NOZ SOZ Customer Vehicle Emissions 2.5 177.6 1947.2 271.4 --- Electrical Consumption by Land Use 0.5 0.1 2.7 15.2 1.6 Natural Gas Consumption by Land Use 0.01 0.2 0.8 4.6 --- Total (Ibs/day) 3.0 177.9 1950.7 291.2 1.6 SCAQMD Threshold (Ibs/day) 150 55 550 55 150 Exceeds Threshold? No Yes Yes Yes No The project would not exceed emission standards for energy consumption or operations based on its physical characteristics or operation. It will attract customer vehicles that G:/Project,/422/Report,/11/06/19/98 IS-33 cumulatively exceed the recommended thresholds for ROC, CO and NOZ. These are secondary to the primary operation and generally represent vehicles that presently reside within the South Coast basin. Although cumulatively significant, they are considered de minimis. If the lead agency finds the impacts less than "considerable"they are not required to futher evaluate the cumulative effect (San Joaquin Raptor/Wildlife Rescue Center v. County of Stanislaus [1996] 42 Cal.App 4' 608). The project applicant is proposing to place a bus stop (design to be a bus bay) for Omnitrans along the northwesterly side of the South Site, on Highland Avenue. In anticipation for mutual customers between the project and the San Manuel Indian Bingo and Casino and the California Youth Soccer Association(CYSA) soccer field; a regular shuttle service between the sites is also proposed. California Golf Holdings is also negotiating to provide shuttle service between Patton Station and the Big Bear Lake resort areas. These project elements will reduce project-related trips and vehicle emissions within the region, and will aid the City in the implementation of General Plan Policies 10.11.9 and 10.11.12: 10.11.9 Continue to cooperate with Omnitrans and the Rapid Transit District to expand as necessary the comprehensive mass transit system for the City to reduce vehicular travel (I10.29) 10.11.12. Promote the use of public transit and alternative travel modes to reduce air emissions (I10.22 and I10.25). Fugitive dust generated by construction activities during development of the project would add to ambient PMto levels. Emission estimates for PMto do not exceed the SCAQMD threshold of 150 lbs/day with mitigation. Implementation of Rule 403 Fugitive Dust Control Measures during project construction will be required and were assumed as part of the analysis. Implementation of the following mitigation measure will ensure impacts from fugitive dust generation during construction activities will be less than significant and will aid the City in implementation of General Plan Policies 10.10.2 and 10.10.4. ' Mitigation Measure AO-1 Implementation of SCAQMD Rule 403 and standard construction practices during all operations capable of generating fugitive dust will include the use of best available control measures and reasonably available control measures such as: • Water active grading areas, staging areas and access roads at least twice daily as needed; • Apply water or soil stabilizers to form crust on inactive construction areas; • Suspend grading activities when wind gusts exceed 25 mph; &/Projects/4221Reports/1S/06/19/98 IS-34 • Sweep public paved roads if visible soil material is carried off-site; • Enforce on-site speed limits on unpaved surfaces to 15 mph; and • Discontinue construction activities during Stage 1 smog episodes. Exhaust emissions from construction equipment will increase criteria pollutant (NO2) emissions during Phase I of the construction period and result in a short-term significant impact. NO2 reacts in the atmosphere to form ozone. The primary source of construction related NO2 are gasoline and diesel powered mobile construction equipment. Criteria 1 pollutant emissions from construction-related equipment will be short-term. The contribution of construction-generated emissions to regional emission totals will not be substantial. These activities are not expected to have a long-term significant impact on local air quality. The following mitigation measures will be implemented to ensure construction-related exhaust emissions are minimized. Short-term significant impacts will cease upon completion of project construction. Mitieation Measure AO-2 Equipment engines will be maintained in proper tune per manufacturer's specifications. ' Mitigation Measure AO-3 Construction activities will be phased and scheduled to avoid emission peaks resulting from the simultaneous operation of different pieces of equipment on the project site. Construction activities using heavy machinery will be discontinued during first and second-stage smog alerts. The projected mobile emissions associated with the project will exceed SCAQMD thresholds I for ROC, CO and NO2. The analysis herein(see Appendix B) shows no exceedances of the SCAQMD thresholds for either PM,,or S02 emissions. Although project emissions represent a small portion of the total SCAB emissions, local air quality would be impacted cumulatively from increased ROC, CO, and NO2 emissions. However, according to the CARB Air Quality data for 1992-1996, (Table 1 Appendix B) the central San Bernardino Valley has not exceeded State emissions standards for CO or NOZ, or federal emission standards for CO or PM,,, during this period. The City of San Bernardino Development Code contains"transportation control measures"(TCMs) designed to minimize traffic congestion and improve air quality. These measures may require a new development to include the following: • Bicycle parking facilities, lockers, showers for those who bike or walk to work; G:/Projects/422/Reponsls/o6/19/98 IS-35 i I • On-site pedestrian walkways and bicycle facilities connecting each building in a development to public streets; • Passenger loading areas close to building entrances which do not interfere with vehicle circulation; 1 • Preferred parking for vanpools; ' • Transit improvements such as, bus pullouts, pads and shelters; and • Reduced parking space requirements when linked to other actions that reduce trips to account for increased ridesharing and other modes or transportation. Mitieation Measure AO-4 The project will accommodate alternative modes of transportation to the automobile including non-motorized transportation (bicycles and pedestrian), public transportation, and the following specific actions: 1 • Provide a bus bay area along project frontage on Highland Avenue. • Provide shuttle services from the site to nearby attractions, including CYSA, ISan Manuel Casino, and mountain resorts. The traffic that will be associated with the project will include trip-ends anticipated to be redirected from other destinations in the City. Many of the trips to the driving range, golf course, restaurants, and shopping area will be redirected by choice of patrons who would otherwise drive to other local golf courses, restaurants, and shopping areas. Therefore, the contribution of vehicular emissions to the region can be considered "discounted" from the total number of estimated trips generated by the specific project site. In other words, certain trips to the golf course at Patton Station would have otherwise been trips to the Shandin Hills golf course. The SCAQMD recommends that the thresholds identified in Table 6 be used by lead agencies to determine significance of a project. However, SCAQMD is an advisory agency relative to general development and its associated air pollution emissions. The final determination of significance is within the purview of the lead agency pursuant to Section 15064 (b) of the CEQA Guidelines. There are a number of considerations that should be incorporated into such a finding of(in)significance. They include: • Would the same level of emissions occur if the project were built at another location? I G:/Projects/422/ReportcAS/06/19/98 IS-36 I • Might the same or greater emissions occur if the project were comprised of a number of separate projects at sub-threshold size levels? L • Is the project area served by convenient access to freeways, transit, rail and other pollution efficient transportation? • Are there multiple types of land uses within or near the project to provide housing, employment, shopping, school, and recreational opportunities in close proximity to reduce vehicle miles traveled? If the answers to these questions are "yes", then the magnitude of project-related emissions relative to the SCAQMD thresholds is not necessarily a sufficient condition to support a finding of a significant air quality impact based solely on the exceedance of these thresholds. Relevant to the proposed Patton Station, all questions can be answered "yes". The lead agency has the discretionary authority to determine whether projects of this nature, I which will cumulatively exceed SCAQMD thresholds even when mitigating actions are considered, present a less than significant impact on the local air quality environment. The proposed project will also require a General Plan Amendment, from Public Facilities (PF)to Public/Commercial Recreation(PCR)and General Commercial (CG-1),to allow the proposed recreation and commercial uses as proposed. However, it is appropriate to note ' that if the site were to be developed without a GPA, in accordance with the PF designation, resulting impacts to air quality would be similar, or even greater than those caused by the proposed project. Compared to the existing conditions,the anticipated number of vehicular trips would be greater than what occurs from use of the site as an unimproved parking lot. Examples of facilities that could be developed in the PF designation include schools, governmental administration, social services, and other public facilities similar to the "Superblock" concept. The Draft EIR prepared for the "Superblock" in downtown San Bernardino evaluated a project of 1,200,000 SF of office space and 1,462 parking spaces. A comparatively sized government office center that would generate a similar amount of Average Daily Traffic (ADT) and associated mobile emissions, as the proposed project, would equate to approximately 162,000 SF of office space (although actual development of such a facility on 38 acres is likely to be much larger than this figure). Table 8 compares the proposed project to a hypothetical government office and resulting ADT, based on the analysis contained in the referenced Draft EIR. This comparative analysis shows that the requested GPA would not change the overall rj development potential of the site. The same, if not greater, impacts from traffic and related ■ emissions would result from development consistent with the current General Plan designation. G:/Projects/422/Reporns/15/06/19/98 IS-37 I Table 8 Average Daily Traffic(ADT) for Existing and Proposed land Uses Trip Generation Designation I Rate I Land Use Type Units ADT EXISTING GENERAL PLAN LAND USE PF I 68.93/1,000 GSF I Government Office Building 162,000 GSF' 11,166 PROPOSED LAND USES PCR 5.87/acre Golf Course 73 acres 429 ' CG-1 Varies for each land Hotel, Driving Range, Office, 38 acres 10,770 use Commercial Retail (Shopping Center) Total --- --- --- 11,199 'No density standards exist for PF zoned lands. The assumed size of 141,000 GSF would closely resemble the proposed project's trip generation. ' Implementation of specific goals identified in the General Plan, as well as compliance with Development Code requirements,will reduce mobile emissions to the extent feasible. With implementation of the recommended mitigation measures, such emissions will exceed SCAQMD operational thresholds. In consideration of the evaluation presented herein, it is recommended that the air quality impacts associated with the project be considered mitigated to less than significant levels. The project's incremental contribution to cumulative air quality impacts is not deemed "considerable". b) Some land owners are considered more sensitive to air pollution than others due to the types of population groups and activities involved. Sensitive population groups include children, the elderly, residential areas, and recreational land uses. There are a number of sensitive receptors within the immediate area. The project site is located within a predominantly urbanized area including commercial uses along Highland Avenue and residential uses located throughout the area. Single family residential homes are located directly adjacent to the site at various locations including the north, west, and east portion of the north site. Five schools are located within a one-mile radius. The Serrano Junior High School is adjacent to the northern boundary of the North Site while the San Andreas High School and Belvedere Elementary School are located within approximately 1/2 mile of the site. A park I and recreation area including soccer fields exists approximately '/2 of a mile southwest of the site. The Patton State Hospital is between the north and south portions of the project site. I Construction emissions will include fugitive dust and exhaust emissions which exceed SCAQMD thresholds. Operational emissions will not result in significant impacts to sensitive receptors. Additional vehicle exhaust emissions will not significantly contribute to the areawide emissions resulting from the SR-30 which are currently experienced at these locations. Mitigation measures as identified above will reduce off-site emission levels to less than significant impacts. Due to the nature of other land uses within the area, impacts to nearby sensitive receptors may only occur during construction activities rather than during project operations. C) The project will result in an additional 94 acres of irrigated turf. Both the North and South site will include water features (lakes, ponds, streams, water fountains). This will result in additional moisture in the immediate area. Both the North and South sites are adjacent to G:/Projects/422/ReportslIS106119191 IS-38 major arterials, including a State Highway, that contribute additional pollutants and remove moisture from the area. The project's greenbelt area is determined to be a beneficial impact. •� d) No objectionable odors will be created by any proposed land uses or activities associated with the Patton Station. VI. TRANSPORTATION a) A Focused Traffic Impact Analysis has been prepared specific to the proposed project by RKJK and Associates, June 1998 (Appendix Q. The Patton Station project is projected to generate a total of approximately 11,199 trip-ends per day, with 613 vehicles per hour during the AM peak hour and 927 vehicles per hour during the PM hour(see Tables 9 and 10). Table 9 Trip Generation Ratesl Peak Hour AM PM ' Land Use UnitsZ In Out In Out Daily Hotel RM 0.36 0.24 0.48 0.32 10.00 Golf Course Hole 1.75 0.47 1.21 1.53 35.74 ,. Golf Driving RangeJ Tee 0.25 0.25 0.53 0.73 14.85 Commercial Retail TSF 1.58 1.01 4.52 4.89 104.28 High Turnover TSF 4.82 4.45 6.52 4.34 130.34 (Sit-Down) Restaurant Fast Food TSF 25.43 24.43 17.41 16.07 496.12 w/Drive-Thru Source: Institute of Transportation Engineers,Trip Generation,Sixth Edition,1997,land Use Categories 420,432,710,820,832 and 834 San Diego Association of Governments(SANDAG),December, 1996. 2RM = rooms TSF = thousand square feet 3AM peak hour and daily rate obtained from data compiled by RKJK for the Rancho Golf Center Traffic Evaluation(see Appendix"A"). ' Table 10 Trip Generation Ratesl Peak Hour AM PM Land Use Quantity UnitsZ In Out In Out Daily Hotel 200 RM 72 48 96 64 2,000 Golf Course 12 Holes 21 6 15 18 429 Golf Driving Range 94 Tees 24 24 50 69 1,396 Commercial Retail 30.4 TSF 48 31 137 149 3,170 High Turnover 21.6 TSF 104 96 141 94 2,815 (Sit-Down) Restaurant Fast Food 2.8 TSF 71 68 49 45 1,389 w/Drive-Thru TOTAL 340 273 488 439 11,199 RM = rooms TSF = thousand square feet G:/Projects/422/Reports/I1/06119198 IS-39 Existing peak hour traffic operations were evaluated by RKJK for both AM and PM peak hours near the project. The AM peak hour period used was 7 AM to 9 AM and the PM peak hour period used 1 was 4 PM to 6 PM. Results of these analyses are summarized as Figure 5 and included in the Focused Traffic Impact Analysis (Appendix Q. The study area intersections currently operate at acceptable Levels of Service(LOS)during peak hours(LOS "D" or better). The General Plan states that peak hour intersection operations of LOS "D"or better are generally acceptable. Future traffic conditions were projected for years 1999 and 2003, an annual growth rate of 5 percent was applied to existing traffic volumes to obtain anticipated future traffic conditions. ' The City of San Bernardino General Plan and Circulation Element have been adopted in accordance with CEQA requirements, and any roadway improvements within the City of San Bernardino which are consistent with these documents are not considered a significant impact, as long as the project contributes its "fair share" funding for improvements. Project-specific trip generation estimates were added to determine overall impacts to traffic volumes and circulation. Most of the study area intersections are expected to operate at acceptable levels of ' service during the peak hours for both year 1999 and year 2003 conditions. Off-site improvements are required for year 2003 traffic conditions with or without the project at the intersections of Highland Avenue at Arden Avenue, and Highland Avenue at Central Avenue, which are projected to operate at LOS "E" or"F" during peak hours. The following on-site and off-site improvements and mitigation will be implemented to reduce transportation impacts within the study area to a level less than significant: On-Site Improvements Mitigation Measure TR-1 Construct Highland Avenue from the west project boundary to Central Avenue at its ultimate half-section width as a Major highway (100 foot right-of-way) in ' conjunction with development, as shown on Exhibit 6-A. Mitigation Measure TR-2 IConstruct Central Avenue from Highland Avenue to the south project boundary at its ultimate half-section width as a Secondary highway (88 foot right-of-way) in ' conjunction with development. Mitigation Measure TR-3 Modify and upgrade the existing traffic signal for the main project entrance to Highland Avenue. G:/Projccts/422/ReportsAS/06/19/98 IS-40 EXISTING AVERAGE DAILY TRAFFIC IADTI r----------------1 NORTH SITE Q a l � > Z 10.7 .a i8o v~i; W 4.6 a 2.7 0 0 ✓ za s K ~ 00 Q U U 70.0 ¢ 31.1 > <x a a 0.9 3.8 17.3 27.8 HIGHLAND AVE. r----- 16.5 16.3 14.6 3 18.8 3 .5 :SOUTHI R 0 Flyl, 4.5 SITE 1.4 3.5 7.6 .IS 9.0 8.6 54.0 1.3 PACIFIC ST. 3.8 4.6 J Q w a 3.4 c) 52.0 LEGENDi ' 3.4 = VEHICLES PER DAY (1000'S) I 0265-98-02MA RI 1( PATTON STATION. San Bernardino. Colitomia u=!TM i dr ' IS-41 Mitigation Measure TR-4 Internal traffic signing/striping will be implemented in conjunction with detailed construction plans for the project. Off-Site Improvements Mitigation Measure TR-5 Provide a 100-foot northbound left-turn lane for vehicles desiring to turn left into the project site at the Central Avenue/project entrance intersection. Mitigation Measure TR-6 Participate in the future Arden Avenue/Highland Avenue intersection R improvements (to be further evaluated in the project CMP TIA). �1 Mitigation Measure TR-7 Install a new traffic signal at the Central Avenue/Highland Avenue intersection. b) The proposed project will not result in altering the present pattern of circulation in the vicinity of the project. Roadway improvements along Highland Avenue and Central Avenue, along with off-site improvements will contribute to maintaining the LOS in the local area. C) The proposed project will not change the basic paths or patterns of circulation in the immediate area, and will not create any disjointed roadway improvements. td) The project will not have an impact to rail or air traffic. The nearest airport or air strip to the project site is the San Bernardino International Airport(former Norton AFB), located 3 miles to the south. The nearest passenger railroad operation is the Amtrak Station at 3'd Street and Mt. Vernon Avenue in San Bernardino, approximately 7.5 miles to the southwest. The project will not stimulate any activity that would place significant demands on rail or air traffic, nor interfere with their operations. The project applicant proposes to place a Bus Stop/Bay for Omnitrans service at the northwesterly side of the South Site, on Highland Avenue. It is also anticipated that there will be mutual customers between the Patton Station and the San Manuel Indian Bingo and Casino; a shuttle service between the two sites is being proposed. The project would therefore assist in meeting the following City General Plan objective: Objective 6.4 Accommodate alternative modes of transportation to the private automobile in the City, including non-motorized transportation(bicycle and pedestrian), and public transportation and recreational trails. G:/Projects/422/Repons/IS/06/19/98 IS-42 Policy 6.4.12 Encourage measures which will reduce the number of vehicle-miles traveled during peak periods. e) Parking spaces for the project were designed to comply with the requirements of Chapter 19.24 of the City of San Bernardino Development Code for off-site and on-site parking. All parking is expected to be on-site and therefore in compliance with the City Development Code. I) The project will not create any safety hazards to vehicles, bicyclists, or pedestrians. There will be no substantial changes to the existing circulation patterns. The main entrance to the ' project will be at the existing traffic signal at Highland Avenue and the entrance to Patton State Hospital. A second access to the South Site will be provided from Central Avenue, at the south end of the project site. All traffic flow will be within the current patterns. The shopping center will be designed with emphasis on pedestrian walkways and design features to separate pedestrian flow from parking and access roads. Golf carts will be rented ' on the South Site and access the golf course via the existing tunnel. g) The project does not conflict with adopted policies supporting alternative transportation. The provision of a pedestrian walkway through the commercial area, a bus stop, and shuttle services provide for compatibility with the City's goals and policies. ' h) The project has been designed to provide adequate emergency access on-site; conceptual plans have been reviewed with the City Fire Marshall. The design of the project and ' proposed uses would not impact emergency access to nearby land uses. VII. BIOLOGICAL RESOURCES ' a) The project site does not lie within the Biological Resources Management Overlay identified in the City's General Plan. ' b) The project will not result in any impacts to endangered, threatened or rare species or their habitats. Both the North and South sites have been vacant for a number of years and are ' regularly cleared and graded for weed maintenance. A Biological Survey was conducted in January 1989 on the North Site for the Initial Study prepared by EV WD for the Patton Golf Course. Plant cover consisted of a mixture of non-native weedy species commonly found growing on old agricultural lands or vacant lots in southern California. One native species, the western sunflower (Helianthus annuus), also a common weed of disturbed areas, was observed. Wildlife species observed/detected by sign included one reptile, 11 bird, and two mammal species (Wear, 1989). None of the species are currently considered sensitive. The development of golf course lakes will provide a permanent water source for urban-adapted wildlife species. C) The project does not lie within an area known to provide a migration corridor for wildlife that would be disturbed by the proposed project. Due to the frequent and highly disturbed nature ' G:/Projects/422/Reports4S/06/I9/98 IS-43 of the project's sites during the past ten years, and the various historic uses of the property, no species of special concern would be likely to have inhabited the area or established a ' migration corridor. d) There are currently no wetland habitats on the project site. A number of water features will be developed as a part of the project. Lakes, ponds, and streams associated with the golf course and driving range will provide permanent water sources for certain wildlife species. e) There are a number of viable, mature trees on both the North and South Sites, verified by Arborist's Surveys conducted in late 1997 and early 1998. The reports are included as appendices D and E and summarized below. North Site There are many trees that have the potential to make fine specimens. More than 200 trees were inspected of which 142 are candidates for relocation. The following conclusions were derived from visual inspection. The area was broken down into four areas. Area 1 starting at the entry on Highland Avenue going east to the fire station turning north to the wash. Area 2 is west of the Landscape Building on the Patton Hospital grounds. Area 3 starts along the north fence line at an old abandoned water filtration plant, going west to Victoria then south along Victoria to were the existing empty field ends. The final Area 4 starts at the entry from Victoria going east along this entry road to a concrete lined ditch then turning north for a short distance. No samples were taken to confirm or deny the presence of disease. Apparent disease ' problems were found only on the pear trees; insect problems were not existent. Most of the species are generally pest free. ' There are signs that some of these trees were being irrigated in the past. Some trees probably have not received irrigation for several years. The initial inventory was conducted several weeks prior to a second site review and those dormant trees at that time were counted. On ' the second survey, it was much clearer which trees were dead. Most of the trees look good, likely with help from the heavy winter rains. ' There are quantities of like species that would be very difficult and expensive to assemble from other sources. These quantities of like species and the large mature state would be a valuable contribution to the future plans of this property. The recommendation to relocate certain species is based on the historical success of moving the species. Also taken into consideration is each specimen's health, structural integrity and apparent defects. There is ' no guarantee when moving large specimens like this, however with proper care their relocation will add a valuable resource to the future use of the site. South Site There were one hundred and sixty two trees with Diameter Breast Height(DBH) of three inches or greater, once located on the property, most were removed during site remediation activities to demolish the abandoned Patton State Hospital facilities. A wide variety of species of trees were planted as part of the landscape, but many of the trees were ' G:/Projects/422/Repons/IS/06/19/98 IS-44 growing naturally. Little or no tree work had been performed on these trees, therefore, many of the trees had developed poor structures and had suffered storm, insect and disease damage. Many of the trees had been damaged by vandalism. The condition of the trees on this site ranged from healthy to dead. ' A variety of palm trees that remain on the property appear to be healthy and may be saved in place if desired. If these trees will not be saved in place, they can be transplanted to another location on the property. Most of these trees are mature and range in height from two feet to forty five feet. ' The large Deodar Cedar tree located in the open field north of the existing employee parking lot, appears to be a healthy tree. It is in excellent condition. The Cedar could be pruned and saved in place. If the tree is not be saved in place, it is much too large to attempt to move and should be removed. Several large specimen eucalyptus trees could be pruned and saved in place. All of these trees are nice specimens, however they are entirely too large to attempt to transplant. If the plans for the site will not allow these trees to remain in place, they should be removed. ' The Chinese Elm and the Ash tree located along Highland Avenue, could be pruned and saved in place. If these trees are not be saved in place they should be removed. ' Any eucalyptus trees that remain on site must be pruned prior to construction to remove potential hazards of personal and/or property damage. This species is prone to limb breakage, ' especially,during high Santa Ana winds and can reach heights of eighty feet, with a crown spread of sixty feet. All trees that are to be saved in place need to be protected during the construction phase. Maintenance and protection guidelines are provided in the arborist's ' report. The majority of the trees on the site have been removed during remediation activities. Most of the trees exhibited various structural hazards, disease or damage conditions, design conflicts and/or future liability potential. ' Large trees of this size and age are difficult and very expensive to transplant, and survival is tenuous. Any viable trees removed during project construction will be replaced in compliance with requirements of the City Parks and Recreation Department. ' VIII. ENERGY AND MINERAL RESOURCES a) The driving range is proposed to be operational up to 24 hours/day. The lighting has been designed to incorporate energy conservation measures. The various commercial uses shall ' be architecturally designed to meet energy conservation measures as required by the City of San Bernardino. ' G:/Projects/422/Reporls/{S/o6/19/98 IS-45 The General Plan, at maximum buildout, would cause a significant energy consumption increase. Compliance with existing codes, ordinances, recognized conservation measures, ' ongoing "best available technology"and the General Plan will occur with City approval of the final project plans to reduce the long-term net decrease in energy resources. The General Plan has goals to reduce commuting, increase employment and help meet basic human needs ' for renewable resources within the San Bernardino Planning Area(City of San Bernardino General Plan, pp 6-6—6-7). b) Non-renewable resources to be used by the project will include natural gas, propane, and electricity. All uses shall be designed to be efficient; no wasteful use of non-renewable ' resources will occur. C) No loss of valuable mineral resources will occur with the development of the project. The project will demand aggregate resources in the construction of parking lots and buildings. This demand is not significant in light of the available local resource. IX. HAZARDS a) Hazardous or toxic materials stored or transported in association with the development of the project would include oils, pesticides, lawn fertilizers, water treatment chemicals, and fuels. All materials storage will be in compliance with State and local regulations.No explosives will be stored on-site. ' b) The project will involve the use of pesticides and herbicides for maintenance of the golf ' course and water treatment chemicals (e.g. chlorine) for the on-site water features. The amount of hazardous or toxic substances used on the project sites is not determined to be significant. ' c) The exposure of people to potential health or safety hazards will be limited to the use of on- site chemicals and substances for maintenance of the facilities. The use of such chemicals shall be in accordance with State and local regulations and accordingly posted. A geophysical site survey was conducted at the South Site by Converse Consultants in July 1990. The site survey consisted of a visual reconnaissance of the property and three separate geophysical surveys. The results of the survey indicated that due to past uses of the site and remnant structures,the site had a potential to contain hazardous materials. (Refer to Converse ' Consultants/EVWD file). Additionally, a Phase II Environmental Site Assessment was prepared by Rincon Consultants on March 4, 1998, recommending final site remediation activities. Remediation included removal of impacted soil and demolition/removal of all ' remaining structures and their contents. Remediation of the site has been completed. d) Other. The North site is located just south of the City's High Fire Hazard Line (Figure 61 of the General Plan) and is in Area C - Moderate Hazard for fires. The last major fire that occurred near the area was the 1979 Bear Fire. The proposed use of the North Site will not ' G:/Projects/422/Re,oft AS/06/19/98 IS-46 contribute to the existing fire fuel levels in the area. The project will not provide any permanently inhabited structures; therefore no impact is anticipated. X. NOISE ' a) The proposed uses to be developed on-site include a golf course, driving range, hotel (with a practice soccer field and golf putting course) restaurants, and a shopping center. None of ' these uses are classified as sensitive noise receptors. The project will not involve the development of housing, health care facilities, schools, libraries, religious facilities or other noise sensitive uses in areas where existing or future noise levels exceed an Ldn of 65 dB(A) exterior and an Ldn of 45 dB(A) interior. b) All traffic and other noise generating sources associated with the project will occur only on the South Site. The existing noise generating sources at the site are SR-30 and Highland Avenue. The estimated dB(A) Ld, at 100 feet of Highland Avenue is 70 and at SR-30 is 77. The projected future noise levels of both roadway segments at buildout are 72 and 79 dB(A), ' respectively (General Plan, Tables 36 and 37). The project does involve the development of new commercial and recreational uses. These ' uses would not generate noise levels above an L.of 65 dB(A)exterior or an L.of 45 dB(A) interior that would affect existing and adjacent housing, schools, health care facilities, or other sensitive uses. The primary impact of increased traffic-related noise levels associated with the project will occur on Highland Avenue where existing noise levels exceed 65 dB(A); no sensitive receptors along Highland Avenue would be impacted by the project. XI. PUBLIC SERVICES ' a&b) The project will place additional demands on Fire protection and medical aid services. The closest fire station in the City of San Bernardino is adjacent to the North site of the project at the corner of Highland Avenue and Orange Street. The proposed hotel will be three stories. This impact is less than significant in that no new fire services or expanded capacity will be required. Standard requirements for fire protection facilities, building design, and site access have been reviewed with the City of San Bernardino Fire Department and incorporated into ' the project design. The project as proposed meets the City's current standards for fire protection. C) The project will place additional demands on police services, but not the degree to require new capacity or an alteration in the level of or means of service. Security measures incorporated into the project will be based on recommendations of the City Police Department. d) The project will have no demand for school services. C) The project is a recreational facility and will not place demand on local parks and other recreational facilities, but will provide additional recreational opportunities. The nearest golf ' G:/P,.iecW422/Repon AS/06/19/98 IS-47 courses are Shandin Hills, five miles to the northwest, San Bernardino Golf Club, five miles to the southwest, and Palm Meadows, four miles to the south. ' f) The Patton Station will include a variety of land uses that will generate both solid waste and green waste. Hazardous waste generation would not be associated with any of the proposed uses. ' Based on waste collection data obtained from other similar uses and waste collectors, the following estimates of project waste generation are provided. ' Tons/Year* Cubic Yards/Year Golf Course Driving Range Green Waste 120 66 Landscaping Green Waste 15 8 Hotel Solid Waste 76 48 Restaurants (5) Solid Waste 798 499 Commercial Uses and Offices Solid Waste 64 40 TOTALS 1,073 1 661 *Arrowhead County Club, San Bernardino 1.8 cy/ton ' = 1.6 cy/ton The green waste generated on-site from gold course driving range and putting course grass ' clippings,tree and shrub cuttings,and other landscape maintenance is estimated at 135 tons per year. This waste generation will subject to a Green Waste Management Plan, to be prepared by the Applicant for the City of San Bernardino. The total solid, non hazardous waste to be I generated from all other uses is estimated at 938 tons per year. The City of San Bernardino, has recommended that the Applicant locate ' one or two trash compactors on-site and reduce the volume of waste. A Recycling and Waste Management Plan will be submitted to the City of San Bernardino, Public Services Department. Compliance with the City's recycling and waste management guidelines and requirements will reduce the project's impacts to local landfills and result in less than significant impacts. ' g) The project will generate an estimate 11,199 vehicular trip-ends per day. The primary access to the site will be Highland Avenue, a major arterial in the City. The majority of these trips will be passenger vehicles. Other vehicles will include shuttle vans and delivery vehicles. The impact of the project-related traffic on road maintenance is not determined to be significant. XII. UTILITIES a) The project-related demand for natural gas will be an estimated 38,600 cubic feet per month. This is an approximate increase of 0.000000322 percent over the current demand of ' G:/Projects/422/ReporL/AS/06/19/98 IS-48 ; i 120 billion cubic feet per month within the local service area of the Southern California Gas Company. The project will not impact the company's ability to provide adequate levels of service nor will it create the need to increase capacity. Review of the Atlas Sheets for the project's vicinity revealed existing infrastructure along Highland Avenue, Victoria Avenue (north of Highland Avenue), Central Avenue (south of Highland Avenue), and Orange Street 1 (north of Highland Avenue). Service will be provided from the nearest existing gas main without any significant impact on service or the environment. b) The project-related demand for electricity is estimated at 15.4 MWh (15,400 kWh). When compared to the South Coast Air Basin (SCAB) annual electrical energy consumption for 1990 of 117,724 GWh or 11.7 x 1010 kWh, the project does not exceed the significance threshold of 1 percent of the total current or projected baseline energy resource annual consumption (15,400 kWh/11.7 x 1010 kWh 0.000000132 percent). The project will not impact Southern California Edison's ability to provide adequate levels of service nor will it create the need to increase capacity(Personal Communication, 5/13/98, SCE). Existing infrastructure exists along the,north side of Highland Avenue. Service will be provided to the South Site from this existing corridor while service to the North Site would be provided from one of the adjacent residential areas or from service connections ' available at Patton Hospital. c) The land uses associated with the development would require telephone service. The project site is within the service area of Pacific Bell. The main feeder for telephone lines to the area is along Central Avenue. Pacific Bell has determined that service can be readily extended to the South Site. The specific number of lines required for the hotel, restaurants, and commercial uses will need to be determined once construction plans are formulated, however, Pacific Bell can extend existing infrastructure onto the South Site. The developer would be responsible for all costs associated with extensions to the South Site. The North Site will contain ancillary uses for the golf-course such as a snack bar and starter ' shack. Phone line requirements would be minimal, however, providing service to the North Site would require additional construction of service lines to the area. Pacific Bell is capable of providing the requested service to the North Site without an impact to service, however, the developer would be responsible for 100 percent of the construction costs. An agreement could be obtained with the Patton State Hospital or adjoining properties to obtain the necessary lines to the North Site and avoid any additional construction. ' d) The project will require a domestic water supply source as well as landscape irrigation water. Water service will be provided by the East Valley Water District. The District intends to make arrangements with Patton State Hospital to exchange water supply for services. Patton owns wells on the North Site that would be operated by EV WD in exchange for the supplemental water supply. The total project demand for water, of 675,00 gpd can be accommodated by EV WD's current sources of supply and distribution system. Extensions of the District's system to the site will occur with the collection of project-related impact fees. ' G/Projects/422/Repons/IS/06/19/98 IS-49 e) The project-related requirements for sewer service will include regular commercial uses, the hotel, and restaurants. The hotel and restaurant uses will require the installation of appropriate grease traps and backflow devices. Sewer collection service is provided by the East Valley Water District and wastewater treatment is provided at the city of San Bernardino's Water Reclamation Plant, through agreement with the East Valley Water District. The project's estimated sewage flows of 65,092 gallons per day will not impact the District's ability to provide adequate sewer collection service. There is currently 8 MGD of unused capacity available at the treatment plant. Permits from the Environmental Control division of the City Water Department will be required. f) The project lies within an area impacted by several drainage courses;the project's impact to drainage systems is discussed in Section III. g) The project is in a well-established urbanized area that has adequate utility service to provide for additional demands. The project will convert two existing islands of vacant land into uses that will place additional demand on all utilities. Utility systems are in place to serve the surrounding areas and are master-planned to provide service to the two project sites without creating disjointed patterns of service extensions. h) Several uses on the South Site will require cable television service. The current provider in the area is Comcast Cable. The 200-room hotel, sports bar, and three other restaurants are likely customers. This demand can be met by obtaining service from the existing above ground cables along the north side of Highland Avenue or the west side of Victoria Avenue. The most likely scenario will be to underground cable across Highland Avenue to the South Site. X1II. AESTHETICS ea) The project is situated in an area of the San Bernardino Valley that provides high quality viewsheds to the north looking at the San Bernardino Mountains, to the east looking at the ' Crafton Hills and San Bernardino Mountains, and to the south looking at the Loma Linda Hills. Very little development, if any in the area has resulted in adverse impacts to these viewsheds. The existing condition of both the North and South sites is vacant, disturbed land with mature trees on-site. Various photos of the sites are included in the following Figures 6 ' through 10. The major component of the proposed project is a golf course, which will be developed on 74 acres of currently vacant land. The concept of developing a golf course on the north Patton Hospital property was propelled by legislation in the late 1980's and was intended to ' provide a buffer between the secured hospital grounds and the neighboring residential areas. Golf courses in general are considered open space amenities and visual resource enhancements. G:/Projects/422/Reports/IS/06/19/98 IS-50 + 3.i�`��r Tim :a� r�Rir r a uy f � f t hifvJ . SlNoO. � a ./�9fa YAi y i r 4 ' Y Y t ^r F r �i J� AVASAA :k t f 8 - g / r I 1 Photograph 5: Entrance to pedestrian tunnel under Highland Avenue. ' V .I • y Yv � r II-ph 6: Exisiting well. SOUTH PARCEL ' EXISTING CONDITIONS LILBMPROPOSED PATTON STATION GOLF AND RECREATION COMPLEX CORr ORATION SAN BERNARDINO. CALIFORNIA FIGURE B 1 I I 1 i Photograph 7:Central Avenue in the foreground.View looking west across the site prior to demolition of structures. 1 1 1 1 Photograph 6:View looking southwest across site-after demolition and remediation. SOUTH PARCEL EXISTING CONDITIONS LILBUB PROPOIBED PATTON STATION GOLF AND RECREATION COMPLEX I ORPORATION SAN BERNAROINO, CALIFORNIA Fisu RE 9 1 1 = I 1 Photograph 9:View looking west along Highland Avenue. t 1 1 ' Photograph 10: Existing drainage channel. SOUTH PARCEL ' EXISTING CONDITIONS LILBUB PROPOSED PATTON STATION GOLF AND RECREATION COMPLEX CORP ORATION SAN BERNARDINO, CALIFORNIA FIGURE Approximately 50 percent of the South Site will be open space area developed as the driving range, the putting course, and the practice soccer field and landscaping. The design of the site and locations of these open spaces will provide for greenbelt buffers adjacent to the existing residential areas and the SR-30 freeway. Development of the South Site will result in significant improvements to the existing viewshed of travelers(both east and west bound) on SR-30 looking to the north. The most prominent visual resource of the project vicinity is the northerly backdrop of the project site --the San Bernardino Mountains. This resource is not currently affected by any development in the area that blocks important viewpoints. The alteration of the landscape that will occur as a result of the Patton Station will enhance the scenic vista by adding a substantial amount of landscaped open space. The most prominent feature of the development will be the 3-story hotel. The hotel will be situated at the southwest corner of the South Site, at the point where the SR-30 begins to approach above-grade elevations. Therefore the impact of the structure will be minimized by its proximity to the above-grade freeway section. b) The visual impact of the project will be an aesthetic improvement to the current condition of both sites. No aesthetically offensive changes to the existing visual setting will occur as ' a result of the project. c) California Gold Holdings is proposing to operate the driving range 24 hours per day. The lighting requirements for this operation will therefore have the potential to impact surrounding land uses. The City's Development Code standards for light and glare are as follows: • No glare incidental to any use shall be visible beyond any boundary line of the parcel. • Exterior lighting shall be energy-efficient and shielded or recessed so that direct glare and reflections are contained within the boundaries of the parcel, and shall be directed downward and away from adjoining properties and public rights-of-way. • No lighting shall blink, flash, or be of unusually high intensity or brightness. • All lighting fixtures shall be appropriate in scale, intensity, and height to the use it ' is serving. • Security lighting shall be provided at all entrances/exits. ' With approval of the 24-hour operation, the high intensity lighting for the driving range would be visible during all non-daylight hours. Direct view of the light source would be from the freeway, Highland Avenue, residential areas to the east, and higher elevation residential areas to the north. The lighting system proposed for the project has been designed by Musco Sports Lighting, Inc.; the &/Projects/422/Reports/IS/06119/98 IS-56 Company's specifications comply with the City's Development Code, and for this project are summarized as follows: Fixture Type LV-8 MZ Lamp Type 1500w MZ Lumens 155000 I Driving Ranee 6 Fixture Luminaire Assembly 2 7 Fixture Luminaire Assembly 2 9 Fixture Luminaire Assembly 2 10 Fixture Luminaire Assembly 1 Pole Mounting Height of all assemblies 60' Spilllight Maximum Footcandles <l' 1 Spill and Glare Reduction >95% This lighting system for the driving range has been designed specifically to reduce the glare impact and light spillover to residential properties along Central Avenue. The field lighting will be on ' 60 foot poles which eliminates any impact from lights that would have a horizontal aim. The lighting system includes visors to direct the light to the driving range and to reduce glare. The spillover of light onto the west side of Central Avenue will be from 0.05 to 0.38 footcandles. A footcandle is one lumen of light spread over one square-foot of surface. The spillover onto the north side of Highland Avenue ranges from 0.032 to 0.891 footcandles. With proper lighting direction, as designed, the project's impacts to surrounding land uses, from light and glare are determined to be less than ' significant. r XIV. CULTURAL RESOURCES ■ a) The project is not located within a sensitive archaeological area as identified in the City's General Plan, Section 3, Figure 8. 1 b) The project will not result in the alteration or destruction of any prehistoric or historic archaeological site because it is not located within a sensitive archaeological area as identified in the City's General Plan, Section 3, Figure 8. ' c) The project will be constructed on lands owned by Patton State Hospital and EVWD. The North Site is a vacant portion of the Patton State Hospital grounds. Two existing structures on the hospital grounds are listed as historical structures in the City's Historic Resources reconnaissance Survey; these are Patton State Hospital Residences 1 & 2. They are also listed as California Historic Structures. These structures are occupied and will not impacted by construction of the golf course. I GIProjects/422/Reports/IS/06/19/98 IS-57 d) Approximately 3 acres occupying the northwest corner of the North Site were used as a cemetery through the early 1930's. In 1996, during road improvement activities along Victoria Avenue, remains from the cemetery were discovered. The cemetery property is included within the 77 acres leased to EV"by the State and sub-leased to California Golf Holdings. After the discovery of remains,the cemetery was well-delineated and fenced, and a memorial established. It is not a part of the proposed project. XV. RECREATION a) The project includes several recreational amenities, including a golf course, driving range, putting course, and practice soccer field (for use by hotel guests). These uses will be compatible with surrounding recreational opportunities such as the CYSO Soccer field. b) The impact of the project on existing recreation opportunities will be to provide mutual support and enhancement of services. California Golf Holdings has identified members of the CYSO organization as the primary market for the hotel. As such, the project plans ' include a practice soccer Feld at the hotel, and a shuttle service between the soccer field and the hotel. Patton Station's other primary market will be guests of the San Manuel Indian Bingo and Casino. Shuttle services and joint recreational opportunities will be planned between the two sites. The third major shared recreational market is the Big Bear Resort area. California Golf Holdings anticipates a number of guests,particularly during winter season, will be traveling to and from Big Bear. A shuttle service is also proposed. The Patton Station will provide beneficial impact and a high level of cooperation among existing recreational opportunities. r ' G:/Projects/422/Reports/IS/06/19/98 IS-58 ! 4. MITIGATION MONITORING AND COMPLIANCE PROGRAM To Be Developed Following Public Review of Initial Study ! f I ! 1 1 1 1 1 ' G:/Projects/422/RepomA1/06/19/98 IS-59 I j I I APPENDIX A 1 1 I 1 APPENDIX A Grading and Drainage Plan (Submitted under separate cover) Available By Request City Planning and Building Services 1 i APPENDIX B 6 ' I I I 1 I. 1 IAIR QUALITY EMISSIONS ANALYSIS PATTON STATION PROJECT MAY 1998 Prepared by Lilburn Corporation T. Del Grippo, Planner M. Derus, Meteorologist/AQ Specialist Existing Conditions ' Air quality is affected by both the rate and location of pollutant emissions and by meteorological conditions which influence movement and dispersal of pollutants. Atmospheric conditions such as wind speed, wind direction, and air temperature gradients, along with local topography, provide the link between air pollutants and air quality. The project is in the northeast portion of the South Coast Air Basin(SCAB), which includes Orange County, and portions of Los Angeles, Riverside, and San Bernardino counties. SCAB is an area of 6,600 square miles bounded by the Pacific Ocean to the west and the San Gabriel, San Bernardino, and San Jacinto mountains to the north and east. The mountains which reach heights of up to 11,000 feet above mean sea level (msl),act to prevent airflow and thus the transport of air pollutants out of the basin. During the dry season, and to a lesser degree during the winter, a daytime sea breeze blowing onshore and a nighttime land breeze moving offshore typify the daily circulation pattern in the basin. Generally, the sea breeze is about twice as strong as the land breeze. Throughout the year during the night, drainage flows exist as cool air from nearby mountain slopes, drains down and back toward the ocean. The South Coast Air Quality Management District (SCAQMD) maintains an air quality monitoring station at 24302 East 40' Street in the City of San Bernardino. A five-year summary (1992 to 1996) of data collected at this station is shown in Table 1. The San Bernardino Valley portion of the SCAB is designated non-attainment for nitrogen dioxide, L sulfates, particulate matter, and ozone. The criteria pollutants that pertain to the SCAB and the proposed Patton Station project are described below,with the levels at which they occur: • Ozone (03) is a toxic gas that irritates the lungs and damages materials and vegetation. Data summarized in Table 1 indicate that levels of ozone routinely exceed federal and state standards in the project area. ' • Carbon monoxide (CO) is a gas, produced almost entirely from automobiles that interferes with the transfer of oxygen to the brain. Peak levels of CO occur in winter throughout the SCAB, and are highest where there is heavy traffic. Regional monitoring data indicate that CO levels are not a concern in the project area. 1 Table 1 Summary of Annual Air Quality Data Central San Bernardino Valley ' Air Quality Monitoring Station POLLUTANT YEAR OF DATA 1992 1 1993 1994 1995 1996 Carbon Monoxide(ppm) Maximum Concentration(1-Hour) 7 7 9 8 6 Maximum Concentration(8-Hour) 7 7 6.5 6.3 4.6 Federal Standard: Number of days exceeded 35 ppm(1-Hour) 0 0 0 0 0 Number of days exceeded 20 ppm(8-Hour) 0 0 0 0 0 State Standard: Number of days exceeded 9 ppm(1-Hour) 0 0 0 0 0 Number of days exceeded 9 ppm(8-Hour) 0 0 0 0 0 Ozone(ppm) Maximum Concentration(1-Hour) 0.28 0.21 0.25 0.20 0.22 Federal Standard: Number of days exceeded 0.12 ppm(1-Hour) 85 65 96 61 63 State Standard: Number of days exceeded 0.09 ppm(1-Hour) 141 132 132 111 113 Nitrogen Dioxide(ppm) Maximum Concentration(1-Hour) 0.13 0.15 0.18 0.17 0.17 Federal Standard: Annual Arithmetic(0.053 ppm) 0.04 0.04 0.04 0.04 0.04 Mean State Standard: Number of days exceeded 0.25 ppm(I-Hour) 0 1 0 0 0 0 Particulate Matter<10 microns(pg/m ) Maximum Concentration(24-Hour) 136 139 147 148 136 , Federal Standard: Number of days exceeded 150 Vg/m3 0 0 0 0 0 (24-Hour) State Standard: Number of days exceeded 50 pg/m3 36 37 38 35 57 (24-Hour) Source: California Air Resources Board, Air Quality Data, 1992-1996. Monitoring station located at 24302 E. F Street in San Bernardino. Notes: ppm—parts per million;ug/m'—micrograms per cubic meter PM"samples collected once every six days for a total of 60-61 days per year. • Nitrogen dioxide (NO2) is a gas that can cause breathing difficulties at high levels. Peak readings of NO2 occur in areas that have a high concentration of combustion sources (e.g., motor vehicle engines, power plants, refineries, and other industrial operations). Although federal ambient air quality standards for NO2 have not been violated since 1992, NO2 is regulated as a non-attainment pollutant since it is a precursor to ozone and formulation of particulate matter. ' • Particulate matter (PMIo) consists of extremely small suspended particles or droplets 10 microns or smaller in diameter that can lodge in lungs contributing to respiratory ' problems. PMIo arises from such sources as road dust, diesel soot, combustion products, abrasion of tires and brakes, construction operations, and windstorms. It is also formed in the atmosphere from NO2 and S02 reactions with ammonia. PMIB scatters light and significantly reduces visibility. PMIo poses a health hazard, alone or in combination with other pollutants. More than half of the smallest particles inhaled will be deposited in the lungs and can cause permanent lung damage. PMIo can also have a damaging effect on 2 ' health by interfering with the body's mechanism for clearing the respiratory tract or by acting as a carrier of an absorbed toxic substance. PMIO levels sometime exceed state ambient air quality standards in the project area. • Sulfur dioxide (S02) is a gas, produced by combustion of sulfur-containing fuels, smelting of sulfur-bearing metal ores, and various industrial processes, which can cause aggravation of respiratory diseases (i.e., asthma and emphysema) and reduced lung function. SO? levels in the SCAB are in attainment of both state and federal ambient air quality standards. • Reactive Organic Compounds (ROC) are gases and compounds that are by products of combustion that undergo photochemical reactions with nitrogen oxides to form ozone. The term ROC includes reactive organic gases, volatile organic compounds, and hydrocarbons. The SCAQMD adopted the Final 1994 Air Quality Management Plan (AQMP) revision in September 1994 and a draft 1997 update in August 1996 to establish a comprehensive control program to achieve compliance with federal and state air quality standards for healthful air quality in the SCAB. The AQMP policies will be the framework for all control (permitting) efforts in the SCAB as enforced by the SCAQMD for stationary sources. The California Air Resources Board (GARB) regulates mobile sources. Emission Sources Estimates of both construction and operational emissions are contained within Tables B-1 through B-5 of Appendix B. A summary of emissions are listed in Table 2 below. Construction Emissions Construction-related emissions would primarily be dust generated through earthmoving, excavation, and other construction activities; hydrocarbon emissions from paints and asphalt; exhaust emissions from heavy duty construction equipment, and ancillary vehicles. Emission levels for construction activities would vary with duration, equipment, schedules, and number of construction workers. Construction emissions were divided into two phases for purposes of the air quality analysis. Phase 1 consists of earthmoving associated with surface preparation for the various aspects of the project. Phase 1 grading activities will begin with the driving range (1 month), golf course (3 months), hotel/putting course (1 month), and other commercial uses and parking (1 month). Graded surfaces are estimated at 1 to 2 new acres per day with dust control measures reducing emissions by up to 85 percent. Phase 2 emissions are comprised of spraying of architectural coatings such as paint, stucco, etc. These construction activities would typically occur after the initial earthwork was complete for that portion of the project and therefore are not combined with Phase 1 emissions. The development plan for the project does not consider all commercial uses being constructed simultaneously. These will likely occur, as leases are negotiated over a period of several months. Therefore, the impact from the use of architectural coatings will not be cumulative and less than significant. 1. 3 Dust emissions vary according to the level and type of activity, silt content, and weather. Construction-generated dust would contribute to the existing background PMIO levels. The federal standard for PMIo was not exceeded during the past five years, however, the state ambient PMIo standard is exceeded an average of 66 percent of the days per year in San Bernardino (see Table 1). Construction related dust would contribute to these exceedances within the project vicinity. Dustfall can be expected to occur within a 200 to 800 foot radius of the construction site. This would be a short-term significant impact on the ambient air quality and could become a nuisance to nearby residents. Hydrocarbons would be emitted from oil-based architectural coatings, paints, and asphalt used in construction. Hydrocarbon emissions resulting from the use of specific paints and coatings are controlled through SCAQMD Regulation XI, Source Specific Standards; Rule 1103, L Architectural Coatings. Table 2 compares daily and quarterly construction emissions with applicable SCAQMD thresholds of significance. Table 2 Construction Emissions and SCAQMD Thresholds Operation PM, ROC CO NOz so, Phase 1 Vehicle Travel on Unpaved Roads 12.5 Vehicle Exhaust Emissions <0.01 0.01 0.4 0.2 Construction Equipment Fugitive Dust 95.8 Construction Equipment Exhaust Emissions 19.8 14.8 61.4 199.6 23.1 Total(Ibs/day) 80.9 8.1 33.8 106.7 12.1 SCAQMD Threshold(Ibs/day) 150 55 550 55 I50 Exceeds Threshold? No No No yes No j Total(tons/q[r) 3.7 0.4 1.5 4.9 0.6 SCAQMD Threshold(tons/qtr) 6.75 2.5 24.75 2.5 6.75 Exceeds Threshold? No No No yes No Operational Emissions Stationary Emissions After construction is completed, the project becomes operational. Stationary emissions resulting from electrical energy and natural gas demand projected for the development of the project will occur at off-site plants for electricity and on-site for natural gas consumption. These estimates are included as part of stationary emissions. Proposed facilities, such as the hotel, restaurants, and sports bar will require individual Permits to Operate from the SCAQMD to account for various exhaust mechanisms. These items are not included as part of the stationary emissions analysis. L 4 ' Vehicle Emissions Mobile emissions would consist of vehicle trips associated with each of the proposed land uses within the project. Trip generation rates vary by land use. Motor vehicle emissions would be the largest sources of pollutants resulting from development of the site. These emissions result from the generation of 11,199 trips per day and would occur throughout the region. The Average Daily Trips (ADT) analyzed in the air quality analysis were derived from Robert Kahn & John Kain & Associates Inc. Focused Traffic Study for the Patton Station. Table 3 also compares daily operational emissions with applicable SCAQMD thresholds of significance. The project applicant is proposing to place a bus stop for Omnitrans along the northwesterly side of the South Site, on Highland Avenue. In anticipation for mutual customers between the project and the San Manuel Indian Bingo and Casino; a shuttle service between the two sites is also proposed. These items would reduce project related vehicle emissions within the region. Impacts The SCAQMD recommends that the thresholds identified above be used by lead agencies to determine significance of a project. However, the final determination of whether or not a project is significant is within the purview of the lead agency pursuant to Section 15064 (b) of the CEQA Guidelines. Table 3 Operational Emissions and SCAQMD Threshold Operation PM10 ROC CO NOZ SOZ Customer Vehicle Emissions 2.5 177.6 1943.8 251.6 --- Electrical Consumption by Land Use 0.5 0.1 2.7 15.2 1.6 Natural Gas Consumption by Land Use 0.01 0.2 0.8 4.6 --- Total (lbs/day) 3.0 177.9 1947.2 271.4 1.6 SCAQMD Threshold (lbs/day) 150 55 550 55 150 Exceeds Threshold? No Yes Yes I Yes No Fugitive dust generated by construction activities during development of the project would add to ambient PMIO levels. Emission estimates for PM10 do not exceed the SCAQMD threshold of 150lbs/day with mitigation. Implementation of Rule 403 Fugitive Dust Control Measures L during project construction will be required and were assumed as part of the analysis. Implementation of the following mitigation measure will ensure that short-term fugitive dust generation during construction activities is a less than significant impact: Mitigation Measure AO-1 Implementation of SCAQMD Rule 403 and standard construction practices during all operations capable of generating fugitive dust will include the use of best available control measures and reasonably available control measures such as: • Water active grading areas, staging areas and access roads at least twice daily as needed; 5 • Apply water or soil stabilizers to form crust on inactive construction areas; • Suspend grading activities when wind gusts exceed 25 mph; • Sweep public paved roads if visible soil material is carried off-site; • Enforce on-site speed limits on unpaved surfaces to 15 mph; and • Discontinue construction activities during Stage 1 smog episodes. Exhaust emissions from construction equipment would increase criteria pollutant (NO2) emissions during Phase 1 of the construction period and result in a short-term significant impact. NOz reacts in the atmosphere to form ozone. The primary source of construction related NOZ are gasoline and diesel powered mobile construction equipment. Criteria pollutant emissions from construction-related equipment would be short-term. The contribution of construction-generated emissions to regional emission totals would not be substantial. These activities are not expected to have a long-term significant impact on local air quality. The following mitigation measures will be implemented to ensure construction-related exhaust emissions are minimized. Implementation of the following measures would remain a short-term significant impact which would cease upon completion of project construction. Mitigation Measure AO-2 Equipment engines shall be maintained in proper time per manufacturer's specifications. j Mitigation Measure AO-3 Construction activities should be phased and scheduled to avoid emission peaks resulting from the simultaneous operation of different pieces of equipment on the project site. Construction activities using heavy machinery should be discontinued during first and second-stage smog alerts. Operation of the proposed development will increase both stationary and mobile sources of emissions. Significant ROC, CO, and NOz emissions will result from increased mobile emissions. Trips associated with various proposed land uses associated with the site will generate the largest sources of pollutants from the project site. These emissions result from the generation of 11,199 daily trips, which are equivalent to 223,980 vehicle miles per day. As discussed in the CEQA Air Quality Handbook in Chapter 9, quantifying and mitigating mobile emissions from indirect sources pose difficult theoretical and methodological issues. The mobile emissions related to vehicle trips may not be considered all new trips and do not simply disappear if the development is not constructed. These vehicle trips or a portion thereof would likely occur at another development. The City of San Bernardino General Plan EIR identified significant air quality impacts resulting from vehicle emissions for proposed buildout conditions and each alternative scenario analyzed. 6 Because the present air quality emissions exceed and would continue to exceed local, state, and federal standards, the increase in vehicle trips would result in significant impacts. This impact would be consistent with scenarios analyzed within the General Plan EIR and would not alter the findings identified for air quality impacts. Implementation of the mitigation measure below along with incorporation of shuttle services, bus stops, and pedestrian links into the project's design will provide alternative modes of transportation for patrons. As a result, project-related mobile emissions will result in a significant impact on air quality. Although project emissions represent a small portion of the total SCAB emissions, local air quality would be impacted from increased ROC, CO, and NOz emissions. Implementation of the following mitigation measure will reduce mobile emissions. Mitigation Measure AO-4 Accommodate alternative modes of transportation to the automobile including non- motorized transportation(bicycles and pedestrian), and public transportation. r 7 � I 1 R TABLE B-1 EMISSIONS FROM ELECTRICITY CONSUMPTION BY LAND USES (F) (G) I Emissions ' Square Elec. Usage Rate Megawatts/ COltl ROC IVOZ SOZ PMtn Land Use Footage (kWh/sf/yr) hr (0.2) (0.01) (1.15) (0.12) (0.04) Hotel 150,000 9.95 4.09 0.82 0.04 4.70 0.49 0.16 Conference Center 13.300 12.95 0.47 0.09 0.005 0.54 0.06 0.02 Golf Course Buildings 4,000 10.50 0.12 0.02 0.001 0.13 0.01 0.005 Golf Cart Charging Station 80 carts 10.50 2.16 0.43 0.02 2.48 0.26 0.09 Driving Range Buildings 75,000 10.50 2.16 0.43 0.02 2.48 0.26 0.09 Restaurants 33,900 47.45 4.41 0.88 0.04 5.07 0.53 0.18 Fast Food 2,800 47.45 0.36 0.07 0.004 0.42 0.04 0.01 Commercial Services 43,9501 13.55 1.63 0.33 0.02 1.88 0.20 0.07 (E)Ibs/day 3.08 0.15 17.71 1.85 0.62 Notes: ' I. (0.2 Ibs/Megawatt-hour)=Emission factors(H)shown to remain constant for each land use. Sources: SCAQMD CEQA Handbook, 1993, Table A9-11. Adache Associates Architects,Plot Plan,May 4, 1998. California Golf Holdings,Personal Communication 5/7/98. Formula: F.=(1(FxGI/365)/I,000)zH G Emissions of criteria pollutants in pounds per day due to electricity consumption by land uses F=Gross square footage of each type of land use or number of residential units G=Electricity usage rate to determine annual usage H=Emission factor in pounds per Megawatt-hours TABLE B-2 ! EMISSIONS FROM NATURAL GAS CONSUMPTION BY LAND USES (F) (G) Emissions Square Nat. Gas Usage Million COM ROC NO2 SOZ PMta ' Land Use Footage Rate(cf/sf/mth) cf/mth (20.0) (5.3) (120.0) (Nee.) (0.2) Hotel 150,000 4.8 0.02 0.48 0.13 2.88 0 0.005 Conference Center 13,300 2.0 0.001 0.02 0.00 0.11 0 0.0002 ! Golf Course Buildings 4,000 2.0 0.0003 0.01 0.00 0.03 0 0.0001 Driving Range Buildings 75,000 2.0 0.01 0.10 0.03 0.60 0 0.001 Restaurants 33,900 2.9 0.003 0.07 0.02 0.39 0 0.001 Fast Food 2,800 2.9 0.0003 0.01 0.00 0.03 0 0.0001 Commercial Services 43,950 2.9 0.004 0.08 0.02 0.51 0 0.001 (E)Ibs/day 0.76 0.20 4.55 0 0.01 Notes: I. (20.0 lbs/Million Cubic Feet)=Emission factors(H)shown to remain constant for each land use. Sources: SCAQMD CEQA Handbook, 1993, Table A9-12. ! Attache Associates Architects,Plot Plan,May 4, 1998. Formula: E=(([FxG]/30)/l,000,000)xH E=Emissions of criteria pollutants in pounds per day due to natural gas consumption by land uses F=Gross square footage of each type of land use,number of residential units,or number of meters G=Natural gas usage rate to determine daily usage H=Emission factor in pounds per million cubic feet ! ! 1 iTable B-3 CONSTRUCTION EMISSIONS PHASE 1 E uatian Vtritium Emiuiom i Emission PMta Ibs/day PMm Ibs/day ROC CO NO, SO, Operaaom Factor Unit 1 2 Unmitiyatal 85%Mitigatdlll Iba/day Ibs/day Ibulday Ibs/day Vehicle Tnvd an Unpavd Road, N ol'Vehicles Per Day Rounduip Miles Material Delivery Trucks 5.53 Ibsbmt 10 1 55.3 83 - - - - i EmployWCrew Vehicles -1 A0 Ibs/vmt 20 1 28,0 42 - _ _ _ Vehicle Exhaust Emissions(Ouaite) aof Vehicles Pm Day Roundtrip Miles PMIO Material Delivery Trucks 0.32 8rans/mih, 10 1 m'01 X01 Eun l.ven/CRCW Vehicles 0.005 Facuslocile 20 1 m.01 m,01 - - - ROC Material Delivery Trucks 1.22 gram✓mile 10 1 - - <0.01 -- - - i Em Io edCmw Vehicles 0.36 rams/mile 20 1 - _ <0.01 --- CO Material Delivery Trucks 9.10 grems/mile 10 1 02 Em 10 ce/Crew Vehicles 394 monalmile 20 I 0.2 NO, Marerial Delivery Trucks 5.30 gr sms/mile 10 1 - - - - 0.1 - Emplovee/Crew Vehicles 0.51 grams/mile 20 1 - - - - <0.01 - i Construction Equipment Fugitive Dust 8 of Dossers Operating Hours - - - Bulldozing/Excavation Excavation 5,52 lb,/h, 2 8 893 ,2 _ a of Scrapers vmVday Scr in`of Material 077 Ibdvmt 2 IS 211 3.5 N of Graders vmt/day i Gradin` 0.28 IbsMt 2 15 84 13 - - - - Disumbed Arses Wind Erosion 86 Ib/.,e/day 74 264d 40.0 Construction Equipment Exhaust Emissions PM,, Bulldozers 0.11 Ibsrhr 2 8 1.8 18 F43 - - - i Scrapers OAI Ibsrhr 2 8 6.6 G.1 Watertrvck 0.14 Ibs/hr I 8 1.1 1.1 Graders 006 Ibsrhr 2 8 1.0 1.0 ROC Bulldozers 0.12 Ibsrhr 2 8 -- --- -- - - iScrapers 027 Ibs1s, I 8 - - - -Water wck 0.15 Ibs/hr 1 8 Graders 004 Ibs/hr 8 CO Bulldozezes 0.35 Ibs/hr 2 8 56 Scrapers 125 Ibs/hr 2 8 - - 20.0 - - Waterwck 068 Ibs/hr I 8 -- - -- SA - - i Grders 0.15 Ibs/hr 2 8 - _ = 24 1 _ NO, Bulldozers 1,26 Ibvhr 2 8 200.2 Scrapers 3.84 Ibx/hr 2 8 - 610 Water truck L70 Ibs/hr 1 8 - - - - 136 - . i Graders 074 Ibxq, 2 8 _ _ _ _ 110 - SOt Bulldozers 0.14 Ibs0u 2 8 22 Scrapers 046 Ibs/hr 2 B 7A Water truck 0.14 Ibs r I 8 - -- --- --- --- 1.1 Graders 009 Ibxh, 2 8 --- -- --- --- Total pbx/da ) 480.0 80.9 8.1 33.8 106.7 12.1 Total pond tr) 218 3.7 0.4 1.5 4.9 0.6 1 Nines. t.x5%MUgalion IMUined Mnign Oegnvn-umn,sca one of AW Pxhaive. i So..: SCAOMOCEQAH2tlbuuk.1993.TAIm AY-5.X9mtl11, .K3K Q A --.FonuM Tn?e Snuly.M. A&cue Acociam ANlicoo.Pbl Plan,Alas d.19-18. Glifomia wr Roldines.Pa commwim!5ON8. iTable B4 CONSTRUCTION EMISSIONS PHASE 2 i E ualioa Variable Easiest...Emission PM,.lbs/day PM,.lbs/day ROC CO NOr SO, Operation Factor Unit 1 2 Unmitigated 85%Mitlgatd111 Ibs/day Ibs/day Ibs/day Ibs/day Architectural Coaling, I Area to be Cone"!(0) Thick..(Mils) i Exterior Sudoces 12.67 Ibs/1000 sf 20W 9 = = 228.1 hunnor Surfaces 8,51 165/1000 sf 2000 3 51.1 Total(Ibsfda ) 0.0 0.0 279.1 0.0 0.0 0.0 Tmaltal pan✓qtr) 0.0 0.0 42 0.0 0.0 0.0 Nol¢. i 1.85%miti,suon ossinef eunuclfircutnl vymy mtl me or dust palliatives. 3,SuRaa mulin6 mninimulusolwagieiues ocvunnR rw ygmumLely me mmtlt pa9uanc alter l'11in6 ann mmm�ction is wttplde. $auccs SCA01 CEOAHv L1993.Tabler A9-58.9a 13. RIJARAmcim-F ival TNfc Scum.1998, AdaNe Aaaonaea Aachit.Min W May 4.1.8 iGlifomia Golf Holdinp,Permml Communication SONR. i 1 Table B-5 i OPERATIONAL EMISSIONS o.tim,v,ri,ae Emissions Emission PMulbs/dny FMulbeclay85% ROC CO NO, SOt Oper.tian Factor Umb 1 2 Unmitieatd Miti,,,411 Ibs/day Ibs/day Ibs/day Ibs/day Cmtomer Vshids Emission 4 of Vehido Per Day Avc s pm" 0005 ,mr./rnitu 11,199 20 15 25 — — — — ROC 0.36 Ipamdmile 11,199 20 — — 177.6 — — — i CO IN 8rams/mile 11,199 20 — — — 19418 — — N01 051 grams/mile 11,199 20 — — 251.6 — Elertrical Consumption by Land Use See Table A.1 0.5 0.5 0.1 27 152 16 Natural Gas Consumption by Land Use See Tallu A-2 001 001 02 0.8 46 QO Total llbsld, 1 3.0 3.0 177.9 1947.2 271.4 1.6 Sauces: SCAQMD CEQA 16edheoY.1993.T.Wo A9-5,I I was 12. R k Aw—ia..,Fommd T.M.Study,I"a. Adache Assacuns Aodnson.Pbi Plea,May 4,1998, 1 1 li i 1 1 i i 1 APPENDIX C L ' i Ni (1 I 2 I minim {r err r e iw rlr�ejN t`� x rY'St•� 4 .t rt �'� 4<< J2">3/ t1 }.- 'l�'t v} �t4 ��'y F ♦ - tYQ�.l�tx yLt3f ���!!t � _ ,pN _5 `� � er � Y'?j^�jti�! Y t ). F � y..,t A tt t r tK° lt,;,r � R tfx w� •` '•�xhlLleth �ti�t t' na ... .S Y ... � a4 i--. �� �..,\ie Cr.nv ..�` :. i... ♦t.: , 'h.!. �... .. \e,...,.:h .e. ..i...a `y .n.�'^n-:S»ti% R!UK & ASSOCINC. June 11, 1998 ' Ms. Debra Meier LILBURN CORPORATION 1905 Business Center Drive San Bernardino, CA 92408 Subject: Patton Station Focused Traffic Impact Analysis ' Dear Ms. Meier: ' RKJK & ASSOCIATES, INC. (RKJK) is pleased to submit the Patton Station focused traffic impact analysis. This report provides a summary of the findings, analysis procedures and evaluation of the proposed project with respect to on-site and off-site traffic impacts pursuant to City of San Bernardino requirements. This traffic impact analysis report includes an evaluation of traffic conditions based upon the existing, the Year 1999 and the Year 2003 with and without the proposed project. A number of traffic recommendations are included in this analysis. If you have any questions regarding this study, please do not hesitate to call at (949) 474-0809. �OQ�OFESSIp�JA� Sincerely, � m ' RKJK & ASSOCIATES, INC. NO 5 D EXP Z3 /Ot IR ' h Kain, AICP Carl Ballar SlgrFOFCA P�\ rt Kahn, P.E. r' cipal Senior Associate rincipal ' JK:CB:RK:nam/8102 JN:0265-98-02 ' Attachments TR:AN1;Ilk IR IATI I'! AX I.,A 1 h Ai f It ACY W I( AL ExGINEERING Ili(11 IhI\t >Irrai. ?U:lC "'i� • \C\'.ni!II il,• ;. .�. ' _'iu• • !'I I�l:1 t': "J": ^7 :-08011 • I-d S: I'll", 4-14-01102 1 i 1 1 PATTON STATION FOCUSED TRAFFIC IMPACT ANALYSIS CITY OF SAN BERNARDINO, CALIFORNIA 1 i 1 Prepared for: 1 LILBURN CORPORATION 1905 Business Center Drive San Bernardino, CA 92408 i 1 1 Prepared by: RKJK & ASSOCIATES, INC. 1 1601 Dove Street, Suite 290 Newport Beach, CA 92660 i John Kain, AICP Carl Ballard Robert Kahn, P.E. 1 1 June 11, 1998 iJN:0265-98-02 JK:CB:RK:nam/8102 1 1 TABLE OF CONTENTS SECTION PAGE ' 1 . INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1 .1 Project Overview . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1 .2 Study Area . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-6 ' 1 .3 Analysis Methodologies . . . . . . . . . . . . . . . . . . . . . . . : . . : 1-7 1 .4 Definition of Deficiency and Significant Impact 1-13 ' 2. PROJECT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.1 Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 ' 2.2 Project Traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 3. EXISTING CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.1 Existing Roadway System and Daily Traffic Volumes . . . . . . . . 3-1 3.2 Existing Peak Hour Traffic Volumes . . . . . . . . . . . . . . . . . . . . 3-1 ' 3.3 Existing Traffic Operations . . . . . . . . . . . . . . . . . . . . . . . . . . 3-6 3.4 Planned Transportation Improvements and Relationships to General Plan . . . . . . . . . . . . . . . . . . . . . . . . 3-6 ' 4. FUTURE TRAFFIC CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 ' 4.1 Future Without Project Traffic Conditions . . . . . . . . . . . . . . . . 4-1 4.2 Future.With Project Traffic Conditions . . . . . . . . . . . . . . . . . . 4-4 ' 5. FUTURE TRAFFIC OPERATIONS ANALYSIS . . . . . . . . . . . . . . . . . 5-1 ' 5.1 Future Year 1999 Traffic Operations . . . . . . . . . . . . . . . . . . . 5-1 5.2 Future Year 2003 Traffic Operations . . . . . . . . . . . . . . . . . . . 5-8 5.3 Sight Distance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-15 ' 6. SUMMARY AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . 6-1 ' 6.1 Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1 6.2 Recommendations 6-4 APPENDICES , DRIVING RANGE TRIP GENERATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . A , TRAFFIC COUNT WORKSHEETS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B EXISTING CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . C TRAFFIC SIGNAL WARRANTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D , YEAR 1999 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS . E YEAR 1999 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . F , YEAR 2003 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS G , YEAR 2003 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS . . . H INTERSECTION SIGHT DISTANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ' LIST OF EXHIBITS ' EXHIBIT PAGE 1-A LOCATION MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2 1-B NORTH SITE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-4 ' 1-C SOUTH SITE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-5 2-A PROJECT TRIP DISTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . 2-5 ' 2-B PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . 2-6 ' 2-C PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 2-7 2-D PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 2-8 ' 3-A EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-2 3-B EXISTING AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . • • • 3-3 ' 3-C EXISTING AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 3-4 3-D EXISTING PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 3-5 3-E CITY OF SAN BERNARDINO GENERAL PLAN CIRCULATION ELEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-8 3-F CITY OF SAN BERNARDINO GENERAL PLAN ROADWAY ' CROSS-SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-9 3-G CITY OF HIGHLAND GENERAL PLAN CIRCULATION ELEMENT 3-10 3-H CITY OF HIGHLAND GENERAL PLAN ROADWAY CROSS-SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-11 ' 4-A YEAR 1999 WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-2 4-B YEAR 2003 WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3 4-C YEAR 1999 WITH PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-5 I 1 4-D YEAR 2003 WITH PROJECT AVERAGE DAILY , TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6 5-A YEAR 1999 WITHOUT PROJECT AM PEAK HOUR , INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . . 5-3 5-13 YEAR 1999 WITHOUT PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . . 5-4 5-C YEAR 1999 WITH PROJECT AM PEAK HOUR , INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . . 5-6 5-D YEAR 1999 WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . . 5-7 5-E YEAR 2003 WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-10 5-F YEAR 2003 WITHOUT PROJECT PM PEAK HOUR , INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . . 5-11 5-G YEAR 2003 WITH PROJECT AM PEAK HOUR , INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . . 5-13 5-H YEAR 2003 WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . . 5-14 5-I INTERSECTION SIGHT DISTANCE EVALUATION FOR PROJECT ENTRANCE/HIGHLAND AVE. . . . . . . . . . . . . . . . . . 5-17 ' 5-J INTERSECTION SIGHT DISTANCE EVALUATION FOR CENTER AVE./PROJECT ENTRANCE . . . . . . . . . . . . . . . . . . . 5-18 ' 6-A PROJECT CIRCULATION RECOMMENDATIONS . . . . . . . . . . . 6-5 6-B CENTRAL AVE. CONCEPTUAL STRIPING PLAN . . . . . . . . . . . . 6-7 , LIST OF TABLES ' TABLE PAGE 2-1 TRIP GENERATION RATES . . . . . . . . . . . . . . . . . . . . . . . . . . 2-2 2-2 PROJECT TRIP GENERATION . . . . . . . . . . . . . . . . . . . . . . . . 2-4 ' 3-1 EXISTING CONDITIONS INTERSECTION ANALYSIS . . . . . . . . 3-7 5-1 YEAR 1999 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . 5-2 5-2 YEAR 1999 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-5 ' 5-3 YEAR 2003 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS 5-9 ' 5-4 YEAR 2003 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-12 PATTON STATION FOCUSED TRAFFIC IMPACT ANALYSIS ' CITY OF SAN BERNARDINO, CALIFORNIA 1. INTRODUCTION This report summarizes the focused traffic impact analysis conducted to assess the impacts of the proposed Patton Station project on the roadway system in the vicinity of the project. The project is located in the City of San Bernardino, within San Bernardino County. The general location of the project site is presented on Exhibit 1- A. The introduction to this report presents an overview of the project and provides a brief description of the study area. The analysis methodologies used to evaluate the impacts of the project are described, and the definitions of roadway system deficiencies and significant project impacts are presented in the context of the City of San Bernardino requirements. Subsequent sections of the report will describe the project in detail and provide a complete description of existing and projected traffic conditions within the study area. 1 .1 Project Overview The project site is located in the City of San Bernardino. The Patton Station project is comprised of two separate sites that will be used in the ' development of the golf course, driving and putting range, hotel and associated amenities. The sites are generally located north and south of the 1-1 1 , EXHIBIT 1-A LOCATION MAP , r----------------, J NORTH SITE W W r — r—w--- I /_-1 Z Q V)¢ W Q i 0 O ✓ pN < U a > <= o Q. HIGHLAND AVE. ' ----� sR,3 ;SOUTH; ° F1vy i SITE PACIFIC ST. z a , U I 0265-98-02:01A Kj K- INC.PATTON STATION, Son Bernardino, California t ASW , 1-2 Patton State Hospital, which is located in the City of San Bernardino along ' Highland Avenue, between Victoria Avenue and Orange Street. The golf course will be located on approximately 73 acres of land lying immediately north of the Patton State Hospital, stretching from Victoria Avenue on the west to Orange Street on the east (see Exhibit 1-B). The 73 acre north site will be the location of a 12 hole golf course, starter shack (approximately 300 SF), restrooms, and small parking lot with access from Orange Street. The golf course would be operated from facilities within the hotel, which will be located on the south side of Highland Avenue. ' Primary access to the golf course would be via a golf cart path which would utilize an existing tunnel under Highland Avenue, then proceeding around the ' easterly side of the hospital grounds to the starter shack. A separate 38 acre site, located southerly of the Hospital, on the south side of Highland Avenue, will be used to develop the hotel along with commercial and restaurant pads, and other golf related recreation facilities (see Exhibit 1-C). ' As currently envisioned, the entire complex will be managed from the hotel facilities at this location, with golf cart access to the north site via an existing tunnel under Highland Avenue. Development of the south site will include the following: • 200 room Hotel with meeting rooms • 18 hole Putting Course • Double-decked Driving Range with 94 stalls 1-3 1 EXHIBIT 1-13 NORTH SITE PLAN L�J' of LA" Qb L- f M 0265-98-02:29A PATTON STATION, Son Bernerdino, Colifomic INC. 1-4 1 EXHIBIT 1-C 1 SOUTH SITE PLAN 1 1 1 91GNt AK UE iY11 Wi •r 1 °1 O 1 b O. PCIY'�' R6i/.YnAM 1 SIIIb1l0 O� � ' fLIRIRMS� •e• 1 0 1 � � ° •®�+��RTR�++RmTIT� 1 1 1 ' 0265-99-02:0 3A R 15J 1( 1 PATTON STATION, Son Bernardino, Colltonnia ASSOCIATES OIO. 1-5 • Maintenance Shop i • Office/Deli/Pro Shop • Four Restaurant Pads (approximately 21,600 SF) • Fast Food Restaurant Pad (approximately 2,800 SF) , • Mixed use of complex featuring commercial and service-related uses, including credit union, post office, and family entertainment/virtual ' reality center (total 30,400 SF) Additional detailed discussion of the project and its traffic characteristics will , be provided in subsequent sections of this report. 1 .2 Study Area ' For the existing traffic conditions, the following intersections are analyzed: SR-30 Freeway EB Off-Ramp (NS) at: , • Highland Avenue (EW) Arden Avenue (NS) at: , • Highland Avenue (EW) • SR-30 Freeway EB On-Ramp (EW) SR-30 Freeway WB Off-Ramp (NS) at: • Highland Avenue (EW) Victoria Avenue (NS) at: , • Highland Avenue (EW) 1-6 , Patton State Hospital Entrance (NS) at: • Highland Avenue (EW) Central Avenue (NS) at: • Highland Avenue (EW) • Pacific Street (EW) Orange Street (NS) at: • Highland Avenue (EW) Palm Avenue (NS) at: • Highland Avenue (EW) For the Year 1999 and Year 2003 traffic conditions with the proposed project, the following additional intersection is analyzed: Central Avenue (NS) at: • Project Entrance (EW) 1 .3 Analysis Methodologies This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The following analysis years are considered in this study: ' • Existing Conditions - 1998 • Project Opening Year - 1999 • Future Year - 2003 1-7 Both the overall methodologies used to develop future traffic volume i forecasts, and the explicit traffic operations analysis methodologies are summarized herein. ' 1 .3.1 Overall Analysis Methodology , As described previously, traffic conditions are evaluated in this report for t both existing conditions and two future horizon years. Actual traffic count data were obtained from a variety of sources to quantify existing traffic conditions. Traffic count data was also collected by RKJK specifically for this study for study area intersections. This traffic data was supplemented by information obtained from the City of San Bernardino. ' For the Year 1999 and Year 2003 analyses, a growth rate has been utilized ' on existing traffic volumes to the analysis years. Project traffic volumes for the future conditions projections were estimated using the manual approach. Trip generation has been estimated based on the , regression equations contained in the Institute of Transportation Engineers (ITE) publication Trip Generation, 6th Edition (1997). The trip distribution , pattern was compared for reasonableness by a review of the existing traffic volumes and the surrounding roadway network. , Project traffic volumes were then added to the future year background , volumes. The result of this traffic forecasting procedure is a series of traffic volumes suitable for traffic operations analysis. , 1 1-8 ' Iii 1 .3.2 Traffic Operations Analysis The current technical guide to the evaluation of traffic operations is the 1994 Highway Capacity Manual (HCM) (Transportation Research Board Special Report 209)• The 1994 HCM defines level of service as a qualitative measure which describes operational conditions within a traffic stream, generally in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety. The criteria used to evaluate LOS (Level of Service) conditions vary based on the type of roadway and whether the traffic flow is considered interrupted or uninterrupted. tThe definitions of level of service for uninterrupted flow (flow unrestrained ' by the existence of traffic control devices) are: ' • LOS "A" represents free flow. Individual users are virtually unaffected by the presence of others in the traffic stream. • LOS "B" is in the range of stable flow, but the presence of other users in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but there is a slight decline in the freedom to maneuver. • LOS "C" is in the range of stable flow, but marks the beginning of the range of flow in which the operation of individual users becomes significantly affected by interactions with others in the traffic stream. 1-9 I 1 • LOS "D" represents high-density but stable flow. Speed and freedom , to maneuver are severely restricted, and the driver experiences a generally poor level of comfort and convenience. • LOS "E" represents operating conditions at or near the capacity level. , All speeds are reduced to a low, but relatively uniform value. Small increases in flow will cause breakdowns in traffic movement. • LOS "F" is used to define forced or breakdown flow. This condition exists wherever the amount of traffic approaching a point exceeds the amount which can traverse the point. Queues form behind such locations. ' Uninterrupted flow is generally found only on limited access (freeway) ' facilities in urban areas. The level of service is based on the HCM, Table 3-1 . ' The definitions of level of service for interrupted traffic flow (flow restrained by the existence of traffic .signals and other traffic control devices) differ slightly depending on the type of traffic control. The level of service is typically dependent on the quality of traffic flow at the , intersections along a roadway. The 1994 Highway Capacity Manual (HCM) methodology expresses the level of service at an intersection in terms of ' delay time for the various intersection approaches. The HCM uses different procedures depending on the type of intersection control. The levels of , service determined in this study are determined using the HCM methodology. 1-10 Q For signalized intersections, average stopped delay per vehicle is used to determine level of service. Levels of service at signalized study intersections have been evaluated using the HCM intersection analysis program. Study area intersections which are stop sign controlled with stop control on the minor street only have been analyzed using the unsignalized intersection methodology of the HCM. For these intersections, the calculation of level of service is dependent on the occurrence of gaps occurring in the traffic flow of the main street. Using data collected describing the intersection configuration and traffic volumes at these locations, the level of service has p been calculated. The level of service criteria for this type of intersection y analysis is based on average total delay per vehicle. The level of services are defined for the various analysis methodologies as follows: vAVERAGE STOPPED AVERAGE TOTAL DELAY DELAY Q PER VEHICLE PER VEHICLE (SECONDS) (SECONDS) LEVEL OF SERVICE SIGNALIZED UNSIGNALIZED A 0 to 5.00 0 to 5.00 B 5.01 to 15.00 5.01 to 10.00 C 15.01 to 25.00 10.01 to 20.00 D 25.01 to 40.00 20.01 to 30.00 E 40.01 to 60.00 30.01 to 45.00 F 60.01 and up 45.01 and up A level of service analysis must be conducted on all existing segments and intersections on the CMP network potentially impacted by the project or plan (as defined by the thresholds in Section 1 B). Urban segments (i.e., segments 1-11 on roadways that are generally signalized) do not require segment analysis. i Segment requirements can normally be determined by the analysis of lane requirements at intersections. Freeway mainline must be analyzed, and , ramp-weaving analysis may be required at local discretion, if a ramp or weaving problem is anticipated. , The LOS analysis for signalized intersections has been performed using t optimized signal timing. This analysis has included an assumed lost time of three seconds per phase in accordance with 1994 HCM recommended default values. Signal timing optimization has considered pedestrian safety and signal coordination requirements. Appropriate time for pedestrian crossings have also been considered in the signalized intersection analysis. The following formula has been used to calculate the pedestrian minimum times for all HCM runs: ' ((Curb to Curb distance - 6) / 41 + 7 Saturation flow rates of 1 ,800 vehicles per hour of green (vphg) for through , and right turn lanes and 1 ,700 vehicles for single left turn lanes, 1 ,600 vehicles per lane for dual left turn lanes and 1 ,500 vehicles per lane for triple , left turn lanes have been assumed for all capacity analysis. The peak hour traffic volumes have been adjusted to peak 15 minute volumes for analysis purposes using the existing observed peak 15 minute ' to peak hour factors for all scenarios analyzed. 1-12 a1 .4 Definition of Deficiency and Sianificant Impact U The following definitions of deficiencies and significant impacts have been developed in accordance with the City of San Bernardino General Plan requirements. a1 .4.1 Definition of Deficiency QThe definition of an intersection deficiency has been obtained from the City of San Bernardino General Plan. The General Plan states that peak hour intersection operations of LOS "D" or better are generally acceptable. a Therefore, any intersection operating at LOS "E" or LOS "F" will be considered deficient. 1 .4.2 Definition of Significant Impact '^ The City of San Bernardino General Plan and Circulation Element have been adopted in accordance with CEQA requirements, and any roadway improvements within the City of San Bernardino which are consistent with these documents are not considered a significant impact, so long as the project contributes its "fair share" funding for improvements. r r t 1-13 1 1 1 THIS PAGE INTENTIONALLY LEFT BLANK 1 1 1 I 1 I 1-14 2 PROJECT DESCRIPTION This section describes the project land uses and traffic characteristics for each of the future years analyzed. 2.1 Proiect Descriotion The project site plans were previously presented on Exhibits 1-B and 1-C. The project is proposed to be developed with golf course, driving and putting range, hotel, commercial retail and restaurant uses. 2.2 Project Traffic The traffic related to the project has been calculated in accordance with the following accepted procedural steps: • Trip Generation. • Trip Distribution. • Traffic Assignment. These steps are described in detail below. 2.2.1 Project Trip Generation The project trip generation has been calculated in accordance with the Institute of Transportation Engineers publication Trio Generation Manual (6th Edition, 1997). Table 2-1 presents the commercial retail rates and equations which have been obtained from the ITE Trip Generation Manual. 2-1 i TABLE 2-1 TRIP GENERATION RATES' , PEAK HOUR , AM PM LAND USE UNITS' IN OUT IN OUT DAILY , Hotel RM 0.36 0.24 0.48 0.32 10.00 Golf Course Hole 1.75 0.47 1.21 1.53 35.74 Golf Driving Range' Tee 0.25 0.25 0.53 0.73 14.85 Commercial Retail TSF 1.58 1.01 4.52 4.89 104.28 High Turnover TSF 4.82 4.45 6.52 4.34 130.34 (Sit-Down) Restaurant Fast Food TSF 25.43 24.43 17.41 16.07 496.12 w/Drive-Thru Source: Institute of Transportation Engineers, Trip Generation, Sixth Edition, 1997, , Land Use Categories 430, 432, 710, 820, 832 and 834. San Diego Association of Governments (SANDAG), December, 1996. ' ] RM = rooms TSF = thousand square feet 3 AM peak hour and daily rate obtained from data compiled by RKJK for the Rancho Golf Center Traffic Evaluation (see Appendix "A"). 2-2 Table 2-2 summarizes the trip generation for the proposed project. The Patton Station project is projected to generate a total of approximately 11,199 trip-ends per day with 613 vehicles per hour during the AM peak hour and 927 vehicles per hour during the PM peak hour. 2.2.2 Project Trip Distribution and Assignment The trip distribution and assignment process represents the directional orientation of traffic to and from the project site. Trip distribution is heavily influenced by the geographical location of the site, and the location of residential areas to be served by the site. The detailed trip distribution/traffic assignment process has been accomplished manually. The project trip distribution is presented on Exhibit 2-A. The trip distribution was approved by the City of San Bernardino engineering staff. 2.2.3 Project Traffic Volume Forecasts The project traffic forecasts have been developed by applying the trip generation and distribution calculations. The ADT traffic volumes attributable to the proposed project are presented on Exhibit 2-B. The project AM and PM peak hour intersection turning movement volumes are shown on Exhibits 1 2-C and 2-D, respectively. i 2-3 TABLE 2-2 PROJECT TRIP GENERATION PEAK-HOUR AM PM LAND USE QUANTITY UNITS' IN OUT IN OUT DAILY Hotel 200 RM 72 48 96 64 2,000 Golf Course 12 Holes 21 6 15 18 429 Golf Driving Range 94 Tees 24 24 50 69 1,396 Commercial Retail 30.4 TSF 48 31 137 149 3,170 High Turnover 21.6 TSF 104 96 141 94 2,815 (Sit-Down) Restaurant Fast Food 2.8 TSF 71 68 49 45 1,389 w/Drive-Thru TOTAL 340 273 488 439 11,199 ' 1 RM = rooms TSF = thousand square feet 2-4 1 EXHIBIT 2-A PROJECT TRIP DISTRIBUTION r r --, 5 5 ---1 NORTH SITE ��i 5 5 Li uj -� ¢ / ¢ w Z Q i� N~ W Q W Z a 20 < o <= Qa a 5 50 60 170 i SR�3 'SOUTHI 10 20 t5 g A1vy SI 8 330 5 5 20 5 10 PACIW 5f. 5 ¢ 5 15 r r LEOENDN 10 = PERCENT TO/FROM PROJECT r I 0265-98-02.04A rt K�1� L PATTON STATION, Son Bernardino, California 2-5 Y AS=TES INC. l EXHIBIT 2-B PROJECT AVERAGE DAILY TRAFFIC IADTI l 1 1 r----------------, NORTH SITE I I lj f,i r--_j �-W--Z_ I Q j I 0 J Z<z 0.6 a 10.6, 0;5� L) 0.6 a 0.6 0 0 ✓ z0 0 2.2 < 4.8 > Q I m a HIGHLAND AVE. 1'1 0.6 ---5.6 6.7 2.2 1.7 0.6 SR` iSOUTH� 30 0.6 SITE i 1.1 0.6 .�j 0.6 1.7 2.2 PACIFIC ST. 1.1 0.6 J z < 0.6 W 17 U r LEOENDa 1 0.6 = VEHICLES PER DAY (1000'S) r I 0265-98-02:05A ft�J K r PATTON STATION. San Bernardino. California ASSOW7F5 INC. 2-6 EXHIBIT 2-C PROJECT AM PEAK HOUR INTERSECTION VOLUMES 1 r------ ------ --, I NOR H SITE I r-� ---Z_ a J "I w Z �/ 1a— W i O ✓ O_ < a x HIGHLAND AVE. sR, ;SOUTH; 30 SITE n 330 PACIFIC ST. Lj IF 27 Q _ I 0265-98-02:06A K� PATTON STATION, San Bernardino, Lalifomio t ASSOCIATES INC. 2-7 EXHIBIT 2-1) PROJECT PM PEAK HOUR INTERSECTION VOLUMES jZn i NOR H SITE I J j Z i W W Lx a a a x HIGHLAND AVE. , s iSOUTH ° F1vy SITE 330 PACIFIC 5T. � J H 1 Q I _u 7t IL ' z,_ r I IF I , I 0265-98-02:07A FI K K- PATTON STATION, San Bernardino. California t A40G1[3 tIL , 2-8 I 3 EXISTING CONDITIONS This section of the report summarizes existing roadway and traffic conditions in the study area. The number of through travel lanes for existing roadways and intersection controls are presented, along with existing traffic count data collected for this study. This data was used to analyze existing traffic operations in the study area. Existing plans for roadway improvements are also described in this section. 3.1 Existing Roadway System and Daily Traffic Volumes The number of through travel lanes for existing roadways and intersection controls within the study area are presented on Exhibit 3-A, while Exhibit 3-B shows the existing traffic volumes in the study area. Average daily traffic volumes (ADT) are based upon the latest traffic data collected from the City of San Bernardino and RKJK, and factored up from peak hour counts conducted for RKJK using the following formula for each intersection leg: i PM Peak Hour (Approach Volume + Exit Volume) • 12 = Leg Volume 3.2 Existing Peak Hour Traffic Volumes The existing AM and PM peak hour intersection turning movement volumes are presented on Exhibits 3-C and 3-D, respectively. Existing intersection level of service calculations are based upon manual AM and PM peak hour turning movement counts conducted specifically for RKJK. Traffic count worksheets are included in Appendix "B". The AM peak hour traffic volumes were determined by counting the two hour period between 7 - 9 AM in the morning. Similarly, the PM peak hour traffic volumes were identified by 3-1 EXHIBIT 3-A EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS , 1 IIL � JL1 JILL Jt J� r 1L �11 IIL � J1fr JT1 J11r Jlr TT -' 1r J11Ir T T T 1 NOR H SITE L F-- _I ----t- W w 21-1 2U < 2U G J 4D = a 4U 4D 4D IGHLAND AVE 4U 4U 4D I 4D SR,3p iSOUTH: 4U Rvy 2U SITE 2U zU 33p `------' 2U R, 3D 2U 2U 2U 2U , 4U 4U PACIFIC ST. 2D S 2U S 2U 2U 2U � 2U 2U 4 2U 1- 2U a 4D J,LL - I I L T r LEGENDi = TRAFFIC SIGNAL , O$ = ALL WAY STOP -r = STOP SIGN I 4 = NUMBER OF LANES D = DIVIDED U = UNDIVIDED N ,I- = FREE RIGHT TURN 0265-96-02:06A PATTON STATION, San Bernardino, Coldornia K - ,3-2 1 EXHIBIT 3-B r EXISTING AVERAGE DAILY TRAFFIC IADT1 r---------------- NORTH SITE y�I r-_j L.; z 10.7 a iB.O, Ln w 4.6 ¢ 2.7 r ' ZO0 FL < o o ✓ 70.0 a 31.1 > a x a a 0.9 3.8 17.3 I 27.8 HIGHLAND AV . ----1 16.5 16.3 14.6 1a.a s ` 16.a �SOUTHI R 30 Ah L 4.5 SITE 1 1.4 3.5 7.6 530 9.0 8.6 54.0 1.3 PACIFIC ST. 3.8 4.6 J z a 3.4 w L) 52.0 1 LEGEND, 3.4 = VEHICLES PER DAY (1000'5) _ I 0265-98-02:09A IR KJ K PATTON STATION, San Bernardino, California L i,SSOtlA1F5 INC. 3-3 i � EXHIBIT 3-C EXISTING AM PEAK HOUR INTERSECTION VOLUMES I 1 L i L f4' Di1w TfiL ' I NOR H SITE Li z w ¢ I o ✓ o a a x HIGHLAND AVE. SR�30 iSOUTH �1vy SITE i 33 PACIFIC ST. ' J H Q i SL �„ L JAL 1 1 0265-98-02:10A �j 1( PATTON STATION. Son Bernardino. Colitornia . ASSO�Li76 INC. 3-4 EXHIBIT 3-1) EXISTING PM PEAK HOUR INTERSECTION VOLUMES NO H SITE Li r-� ---z_ Q J W Z ' W a � a x HIGHLAND AVE. SR,3p :SOUTH: r : SITE L J PACIFIC ST. � j Q �1 L rL 1T L I 0265-98-02:28A 11 Kj K - PATTON STATION, San Bernardino, Calitomia A A40tlAlES WL. 3-5 counting the two hour period from 4 - 6 PM in the evening. The high school and elementary school located adjacent to the Central Avenue/Pacific Street intersection were in session at the time the intersection counts were taken. 3.3 Existina Traffic Operations , Existing peak hour traffic operations have been evaluated for both the AM , and PM peak hours of traffic at the study area intersection. The results of this analysis are summarized in Table 3-1 , along with the existing intersection geometrics and traffic control devices at the analysis locations. The study area intersections currently operate at acceptable Levels of Service during the peak hours (LOS "D" or better). The operations analysis worksheets for existing conditions are included in Appendix "C". ' 3.4 Planned Transportation Improvements and Relationships to General Plan The City of San Bernardino General Plan roadway classifications within the study area are shown on Exhibit 3-E. Exhibit 3-F depicts the City of San Bernardino General Plan roadway cross-sections. The City of Highland General Plan information is also important. The City of Highland General Plan roadway classifications within the study area are shown on Exhibit 3-G. Exhibit 3-H depicts the City of Highland General Plan roadway cross-sections. 3-6 TABLE 3-1 EXISTING CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' NORM SOUTH. EAST- WEST. DELAY LEVEL OF BOUND BOUND BOUND BOUND ISECS.1 SERVICE ,. TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM SR30 Fw,.EB OH-Ramp INSI M: e Highla sl Ave.(EVA TS 0 0 0 2 0 1» 0 2 0 0 2 0 7.6 8.3 8 B Arden Ave.INS)ad: • Highland Ave.(EM TS I I 1 1 2 0 2 2 1 1 3 0 29.6 27.2 D D • SH30 Fwy.EB On-Raty CBS 0 2 0 1 2 0 0 0 0 0 0 0 1.4 1.8 A A IEWI SR30 Fwy.WB OH-Reap INSI at: � • Highland Ave. (EW) TS 2 1 0 1 0 1 1 2 0 0 2 0 14.9 15.1 B C Victoria Ave. INSI et: • Highland Ave. IEVA TS 1 1 1 1 1 1 1 2 0 1 2 1 14.9 19.0 B C Patton State Howital Entrance NSI hi • S)at. Ave. IEWI TB 0 1 1 0 1 1 1 2 1 1 2 0 12.8 11.7 B B Central Ava. INSI at: • Highland Ave. IEWI CSS 0 1 0 0 0 0 0 2 0 0 2 0 1.8 2.8 A A • Pecific St. (EM CSS 0 1 1 0 1 1 1 1 0 1 1 0 2.3 2.6 A A Charge St.INSI at: • Highnd Ava. IEWI TS 1 1 0 1 1 0 1 2 0 1 2 1 6.7 5.1 B B Paint Ave.INSI H: • Highland Ave. IEW7 TS 2 1 1 1 2 0 1 2 0 1 2 1 14.3 15A B C ' When•right turn is designated, the Ina can either be striped or unstriped. To function as a right turn Ins there must be sufficient width for right turning vehicles to travel outside the through Ines. L - Left;T - Through; R - Right; >> - Free Right Turn Analysis Sohwre: Traffiv, Version 6.8.08 2 7(19961. ' TS - Traffic Signal CSS - Crass Street Stop 3-7 I 1111�=. il . ( � , 991H RNB BIB mm III AM W*.T. Jim 4% Liti .un11� p IIII t LJ X01®� ;IRIl9 NO rt sm�gl��.����. ■tleln � END yr um ry dl Dili 9�!!1innioanm IMEas 0WON, MIgn Mr � �L- . EXHIBIT 3-F CITY OF SAN BERNARDINO GENERAL PLAN ROADWAY CROSS-SECTIONS i/(iF1111g19 LOG& STREET MILLM STRIMM �-----t id It 14 I.-r p• p f it !r fr+ll ' MAJOR OMOEOMI®MWM COLLECTOR STREET T roe m III wvTaru mm", Sol"Mo/lpim"MW. {{{{.����-------- % a < I. ! �. N•'Idaidr r� —� rveane uwp MAJORMKMMY GONTINLOA STREET MUdME GOLI.ECfOR>SiRET M W AWFAUL Ai WAXI La 1191MI ILL &MAIN A K•PW f • f wrewr WITP ro-Pm M ANU M wI. IL L safaLe K t �,�:,��' at•v � orarnnw� LOCAL SECONDARY MIOIIIMI' NONOONTINUOUS STREET `tAT MnIM 0 • a- w r svnmMaA t ►ssn e a,Q r MMONO""wK%Hm,aMa wvvm to Poo 0ae TNa PM9mmm Ot an Mot asr st Mmato To !-rut MIL 8 STRFUM dlr er n LAW= GOtKff SEOONDW MKilIIMAY rar a:a ssanlr!sntna a MrrsaT tdl a r Lwy ad k"Mmff LM OiIM„Oa.a0T b M ISO/dap i,aQ1a. `i "CON ITONAL pown soy a+.,.a».Ua6tM. �Moa"KIWO O RWIeIO OQ,1 apMao!C[i) OMMART "IOMMY STANDARD STREET CONDITIONS 1. FIMwt "NUT MWEAPI "MYLL 00 A TR WAN MB eTKu p um Q W, 10 m wMmIOIM oww ON TM sll tar. Lmws Min=11111 tromLam -tso-JLLLaQ r'�irw syllim" Decom'sorm IllMIM Tt!!�II MIA truMwM 1 1 � MMtlal TMawo eetA maaw eur-eaala! teulavanl OW fi,tl SOURCE: CITY OF SAN BERNARDINO PATrON STATION, R KI K PATTON STATION, San Bernardino, CaldornIa .ASSOCMIES INC. 3-9 EXHIBIT 3-G CITY OF HIGHLAND GENERAL PLAN CIRCULATION ELEMENT I I I ! —._--fffffsff fa �eq■ flea f�sf .� L..—..—.._.-_.._, SITE L • II •1 �n..._n .N..... 11,11,616 ..9100. N61 games IN 11111 a 0 C � 4 I yam' • f f�fff f_in_ _ WAN we now y feaA ' NORTON AN lORCE SAS[ —•—• —• —• --—• —• •� CT BOUNDARY FREEWAY FSPHERE OF INFLUENCE ••\—•\'•�1 SPECIAL SECONDARY HIGHWAY EPRIMARY ARTERIAL SPECIAL COLLECTOR MAJOR HIGHWAY �••• SECONDARY HIGHWAY COLLECTOR STREET ISOURCE: CITY OF HIGHLAND 0265-98-02:25A Ft K PATTON STATION. San Bernardino. California It ASSOM/ES INC. 3-10 EXHIBIT 3-H CITY OF HIGHLAND GENERAL PLAN ROADWAY CROSS-SECTIONS R/W R^6 1]5' 20' as rt 20' --T63 Si I_�= d5'-}--115' 1' CURB CURB PRIMARY ARTERIAL HIGHWAY R/W 1w' R/W T2. rt- 2 �.-5 5 S• 34' 5a S CURB 2Z ----{— 2—_CURB` . MAJOR HIGHWAY ` R/w IN R/w s' C s' .5'T13.5' CURB 26 �14* 26 CURB 13.5'—Y5.5' f_- -_� �. SPECIAL SECONDARY HIGHWAY R/w as R/W -5.5 6.5'- 'CURB �2)' 22 e.'y-5.5 CURB y5 cuae SECONDARY HIGHWAY 1 R/w 66 R/W p S2' 7' s 4 1.s' f/CURB CURB\ ©1'I/ x 7-y l n© SPECIAL COLLECTOR STREET R/w 22 rt .5'Y-e.5' �66'' R/w 5 �CUR_u ' I 22—_URB� 6.5'��. ' f' COLLECTOR STREET SOURCE: CITY OF HIGHLAND 0265-98-02:12A 11[Kj K PATT ON STATION, Son Bernardino, Colifomia t AS60WC 3-11 1 1 1 E 1 THIS PAGE INTENTIONALLY LEFT BLANK 3-12 4 FUTURE TRAFFIC CONDITIONS This chapter of the report describes the development of the future year traffic volume forecasts, and presents the resulting traffic volumes which will be used for traffic operations analysis. Future traffic conditions without the project are presented first, followed by the future with project traffic volumes. 4.1 Future Without Project Traffic Conditions Future traffic conditions without the project have been evaluated for two years, 1999 (project Opening Year) and 2003 (future year). 4.1 .1 Year 1999 Forecasts \� The Year 1999 background traffic projections without the project were developed by extending historical traffic volume growth trends for the study area (ambient growth). An annual growth rate of 5% per year for one year has been applied to each existing traffic volume for Year 1999 traffic conditions. The growth rate was supplied by the City of San Bernardino's traffic engineering staff. The resulting Year 1999 ADT volumes (without the proposed project) are presented on Exhibit 4-A. 4.1 .2 Year 2003 Forecasts An annual growth rate of 5% per year for five years has been applied to each existing traffic volume for Year 2003 traffic conditions. The Year 2003 without project ADT volumes are presented on Exhibit 4-B. 4-1 EXHIBIT 4-A YEAR 1999 WITHOUT PROJECT AVERAGE DAILY TRAFFIC IADTI ----------------, NORTH SITE Q a l F J Z 11.2 w4.8 < 2.6 O ✓ ZON 0_ O 73.5 < 32.7 <x a 0.9 4.0 18.2 29.2 HIGHLAND AVE ----� 17.3 17.1 15.3 19.7 SR_ 17.2 SOUTH 11 J0 4.7 i SITE i 1.5 3.7 8.0 330 9.0 56.7 9.5 1.4 PACIFIC ST. 1 � 4.0 4.8 J w a 3.6 L) 54.6 LEGENDe 3.6 = VEHICLES PER DAY (1000'S) I 0265-98-02:14A �� PATTON STATION, San Bernardino, California 4-2 CMI6 � ASSO W0. EXHIBIT 4-B YEAR. 2003 WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) r----------------1 1 NORTH SITE Li r._J _ 1 > 13.7 a 10.2' v~i 1 W 5.9 ¢ 3.5 0 0 ✓ oN L 89.6 < 39.8 > <� a a 1.2 4.9 22.1 35.6 HIGHLAND AVE. 21.1 20.9 18.7 ` 24.1 S 21.0 ISOUTHI R 3p F 5.8 SITE 1.8 4.5 9.7 330 11.0 69.1 11.5 1.7 PACIFIC ST. 4.9 5.9 J z < 4.4 W v 66.fi LEGENDo 4.4 = VEHICLES PER DAY (1000'S) I 0265-99-02:15A R KJ 1-_ PATTON STATION. San Bernardino. Califomia t� � INC 4-3 4.2 Future With Project Traffic Conditions The future year with project traffic projections are developed by combining the future year (without project) traffic forecasts to the project only ' forecasts. 4.2.1 Year 1999 Forecasts The ADT volumes for Year 1999 with project traffic conditions are presented on Exhibit 4-C. A traffic signal is projected to be warranted at the intersection of Central Avenue/Highland Avenue for Year 1999 with project traffic conditions (see , Appendix "D"). 4.2.2 Year 2003 Forecasts The ADT volumes for Year 2003 with project traffic conditions are presented on Exhibit 4-D. 4-4 EXHIBIT 4-C YEAR 1999 WITH PROJECT AVERAGE DAILY TRAFFIC IADTI r----------------1 NORTH SITE Li > r—� _ ai —Z--,\ Li Q ¢ ~J > z 11.8 ¢ i9.0/ 1n.'s W5.4 < 3.4 O ✓ 0 u Q 75.7 < 37.5 c� = a m Cl- 0.9 4.0 19.3 34.8 HIGHLAND AVE. ----� 19.5 18.8 15.9 20.3 SR` 23.9 iSOUTH: 30 �yl, 5.3 SITE 2.6 3.7 8.6 .530 9.6 58.4 C9.5 ' 3.6 PACIFIC ST. 5.1 5.4 J W v 56.3 LEGENDi 4.2 = VEHICLES PER DAY (1000'S) I 0265-98-02:16A R KJ IC _ PATTON STATION, Son Bernardino, LCIttornla t AyrM�l[f INC. 4-5 EXHIBIT 4-D YEAR 2003 WITH PROJECT AVERAGE DAILY TRAFFIC IADTI t r----------------, NORTH SITE LJ Li z 14.3 x110.8 0;5 w6.5 < 4.1 0 - ✓ za 91.8 ¢ 44.6 > a o C. CL 1.2 4.9 23.2 41.2 HIGHLAND AVE. ----� 23.3 22.6 19.3 24.7 SR` 27.7 iSOUTH 30 Fky 6.4 SITE 2.9 4.5 10.3 '5 11.6 70.8 11.5 3.9 PACIFIC ST. 1 6.0 6.5 J 6 z Q 5.0 W cl 68.3 ' LEGENDi 5.0 = VEHICLES PER DAY (1000'S) 4 I 0265-98-02:17A PATTON STATION, Son Bernardino. Cnlilornio �ASAW76 INC. 4-6 5 FUTURE TRAFFIC OPERATIONS ANALYSIS Analysis of Year 1999 conditions are presented first, followed by the analysis of Year 2003 conditions. 5.1 Future Year 1999 Traffic Operations ' 5.1 .1 Year 1999 Without Project Conditions ' The intersection operations analysis for Year 1999 without project conditions with existing geometrics are summarized in Table 5-1 . The Year 1999 without project peak hour intersection turning movement volumes are presented on Exhibits 5-A and 5-B, respectively. As shown in Table 5-1, the study area intersections are expected to operate at acceptable levels of service during the peak hours (LOS "D" or better). The operations analysis ' worksheets for Year 1999 without project conditions are included in Appendix "E". 5.1 .2 Year 1999 With Project Conditions The intersection operations analysis for Year 1999 with project conditions n with existing geometrics are summarized in Table 5-2. The Year 1999 with u project peak hour intersection turning movement volumes are presented on Exhibits 5-C and 5-D, respectively. As shown in Table 5-2, the study area intersections are expected to operate at acceptable levels of service during the peak hours (LOS "D" or better). The operations analysis worksheets for Year 1999 with project conditions are included in Appendix "F". 5-1 a v 0 TABLE 5-1 YEAR 1999 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS O INTERSECTION APPROACH LANES` NORTH- SOUTK EAST- WEST- DELAY LEVEL OF BOUND BOUND BOUND BOUND ISECS.12 SERVICE TRAFFIC INTERSECTION CONTROLS L T R L T R L T R L T R AM PM AM PM EB�� SIV30 Fwy.EB OH-Rarrtp INSI et: 7■ a HpNnd Ave.IEWI TS 0 0 0 2 0 1» 0 2 0 0 2 0 7.7 8.5 B B /1■� Arden Ave. INSI as • HigNrM Ave. (EVA TS 1 1 1 1 2 0 2 2 1 1 3 0 31.2 31.9 D D ' • SM130 F".EB On-Ramp CBS 0 2 0 1 2 0 0 0 0 0 0 0 1.5 1.7 A A (EWI S&30".WB OH-Ramp (NSI r: • Highland Ave. IEWI TS 1 2 1 0 1 0 1 1 2 0 0 2 0 15.2 15.7 C C ' Victoria Ave.INSI at: a Highland! Ave. IEW) TS 1 1 1 1 1 1 1 2 0 1 2 1 15.1 20.7 C C Patin Stab HospiW Entrance INSI at: a Hlghlrtd Ava IEWI TS 0 1 1 0 1 1 1 2 1 1 2 0 13.0 12.0 B B Central Ave. INSI at: • Highland Ave. IEWI CSS 0 1 0 0 0 0 0 2 0 0 2 0 2.1 3.8 A A • Pacific St.IEWI CSS 0 1 1 0 1 1 1 1 0 1 1 0 2.4 2.8 A A Orange St.INSI at: • Highland Ava (EM TS 1 1 0 1 1 0 1 2 0 1 2 1 8.7 5.2 B B Pelm Ava INSI aL ' • highland Ave.(EW) TB 2 1 1 1 2 0 1 2 0 1 1 2 1 14.3 15.7 B C i When is right turn is designated. the Ina can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles ' to travel outeida the through Inu. L - Left;T - Through; R - Flight; >> - Free Right Turn ' Anal"is Software: Trellis. Version 6.8.0827 119961. ' TS Traffic Signal CSS - Cities Street Stop 5-2 ' EXHIBIT 5-A 0 YEAR 1999 WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES 0 0 — — --, I NOR SI r— H---z_ Li 1jL5 �r---NOR TE W Z a 0 a x HIGHLAND AVE. SR, iSOUTH ' 30 Fwe SITE i 33 L J �� PACIFIC ST. Lj a 13 gar— 1 r 1 I ' 01265-96-02:1 BA i lif C di B S STATION.PA70N an ernarno, aoma ASSOINC. 5-3 1 EXHIBIT 5-B YEAR 1999 WITHOUT PROJECT 1 PM PEAK HOUR INTERSECTION VOLUMES 1 1 J"f L J r--TAVE. - --i 1 TE Q j Z W o aHIGHLAN 1 SR, i SOUTH 3G F1vy ; SITE 3� 1 PACIFIC ST. 1 J 1 Q H Q 1 n --675L m 1 1 1 0265-98-02:19A 1� i PATTON STATION. San Bernardino. Colitornia CY7 � ASSO6 IXC. 1 5-4 TABLE 5-2 YEAR 1999 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS ' INTERSECTION APPROACH LANES' NORTH- SOUTH. EAST. WEST- DELAY LEVEL OF BOUND BOUND BOUND BOUND ISECSY SERVICE TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM ' SX30 Fwy.ED Off-Ramp INS)at: • Highland Ave. IEWI TS O 0 0 2 0 1» 0 2 0 0 2 0 7.6 9.0 B B Arden Ave.INS)•t: ' Highland Ave. IEWI TS 1 1 1 1 2 0 2 2 1 1 3 0 34.1 32.4 D D • SK30 Fwy.ED On-Ramp CSS 0 2 0 1 2 0 0 0 0 0 0 0 2.0 2.1 A A IEWI SR-30 Fifty.WS OH-Ramp INS)at: ' • Highland Ave. IEWI TS 2 1 0 1 0 1 1 2 0 0 2 0 15.4 17.7 C C Victoria Ave. INSI at: • Highland Ave. IEWI TS 1 1 1 1 1 1 1 2 0 1 2 1 17.7 23.5 C C ' Patton Stets HospltN Entrance INS)at • Highland Ave. IEWI TS 0 1 1 0 1 1 1 2 1 1 2 0 13.2 12.5 B B Central Ave. INSI at: • Highland Ave. IEWI w/o improyament CSS 0 1 0 0 0 0 0 2 0 0 2 0 3.3 12.1 A C -whrnpruwment TS 0 1 0 0 0 0 0 2 0 0 2 0 5.0 5.2 A B • Project Entrance IEWI CSS 1 1 0 0 1 0 1 0 1 0 0 0 1.5 1.9 A A • Pacific St. (EWI CSS 0 1 1 0 1 1 1 1 0 1 1 0 3.1 3.5 A A ' Orange St. INS) at: • Highland Ave. IEWI TS 1 1 0 1 1 0 1 2 0 1 2 1 6.8 5.3 B B Palm Ave. INS)at: ' Highland Ave. IEWI TS 2 1 1 1 2 0 1 2 0 1 2 1 14.6 16.2 B C ' When a right turn is designetad, the lane can either be striped or unstriped. To function as a right turn lane more must be sufficient width for right turning vehicles to travel outside the through lanes. L e Left:T e Through; R . Flight; >> Free Rght Turn;TS . Improyemant Analysis Software: Treffix, Version 6.8.0827 11996). ' TS Traffic Signal CSS . Cron Street Stop ' 5-5 1 EXHIBIT 5-C YEAR 1999 WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES ' JIL ' ' r------ ------ -- NOR H SITE .mil "1 > Z . w ¢ o ✓ Of O a x HIGHLAND AVE. ' sR�30 :SOUTH: �1vy SITE PACIFIC ST. I ' a L ,.6 T`VL J IT T ' I 0265-98-02:20A PATTON STATION. San 9ernartlino, Oalitomia R i ASSO!f J K ' 5-6 EXHIBIT 5-1) YEAR 1999 WITH PROJECT ' PM PEAK HOUR INTERSECTION VOLUMES qr- ;i2e 1 L� ,rledr° EZ41 I NOR H SITE r� w I ¢ I ) > ' Z yL W a o ✓ a Of O a x ' HIGHLAND AVE. Sn, i SOUTH ' 3o FWD I SITE x,530 L PACIFIC J ST. > ' 1 rL—1 J i 1 I ' 0265-98-02:21A R Kj K PATTON STATION, Son 8ernoroino, Golitomia ASUMT13 INC. ' 5-7 5.2 Future Year 2003 Traffic Operations ' 5.2.1 Year 2003 Without Project Conditions ' The intersection operations analysis for Year 2003 without project conditions ' are summarized in Table 5-3, without and with improvements. The Year 2003 without project peak hour intersection turning movement volumes are , presented on Exhibits 5-E and 5-F, respectively. The following study area intersections are projected to operate at Level of Service "E" or "F" during , the peak hours, with improvements: Arden Avenue (NS) at: ' • Highland Avenue (EW) Central Avenue (NS) at: • Highland Avenue (EW) ' As shown in Table 5-3, the study area intersections are expected to operate ' at acceptable level of service during the peak hours (LOS "D" or better), with improvements. The operations analysis worksheets for Year 2003 without project conditions are included in Appendix "G". ' 5.2.2 Year 2003 With Project Conditions ' The intersection operations analysis for Year 2003 with project conditions ' are summarized in Table 5-4, without and with improvements. The Year ' 2003 with project peak hour intersection turning movement volumes are presented on Exhibits 5-G and 5-H, respectively. The following study area ' 5-8 ' ' TABLE 5-3 YEAR 2003 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' NORTH- SOUTH. EAST- WEST- DELAY LEVEL OF ' BOUND BOUND BOUND 804JND (SECS.)' SERVICE TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM SK30 Fvvy.ES OH-Ramp INSI M: • Highland! Ave, (EVA TS 0 0 0 2 0 1» 0 2 0 0 2 0 8.3 9.9 B B Arden Ave.INSI at: • Highland Ave. (EVVI -w/o improvement TS 1 1 1 1 2 0 2 2 1 1 3 0 —' 37.1 F D -wfimprowment TS 2 1 0 1 2 0 2 3 0 1 3 0 30.7 28.0 D D • SR 30 Fwy.ES On-Ramp CSS 0 2 0 1 2 0 0 0 0 0 0 0 2.4 2.3 A A IEW) SX30 Fvvy.WB Off-Ramp INS)at: • Highland Ave. (EW) TS 2 1 0 1 0 1 1 2 0 0 2 0 16.7 21.0 C C Victoria Ave.INS)at: • Highland Ave, IEWI TS 1 1 1 1 1 1 1 2 0 1 2 1 18.3 26.4 C D Panora State Hospital Entrance INS)at: • Highland Ave.(EW) TS 0 1 1 0 1 1 1 2 1 1 2 0 15.7 13.1 C B ' Central Ave. INS)at: • Highland Ave. IEW) -w/o improvement CSS 0 1 0 0 0 0 0 2 0 0 2 0 5.5 31.9 B E w/rmprovment TS 0 1 0 0 0 0 0 2 0 0 2 0 5.0 5.3 B B ' • Pacific SL IEW) CSS 0 1 1 0 1 1 1 1 0 1 1 0 2.8 3.0 A A Orange St. INSI at: • Highland Ave. fEW) TS 1 1 0 1 1 0 1 2 0 1 2 1 7.0 5.4 B B pdHi Ave. INSI at • Highland Ave.IEWI TS 2 1 1 1 2 0 1 2 0 1 2 1 14.8 17.8 B C 1 ' When a right turn is designated, the lens can either be stripe dl or unstriped. To function as a right turn lane then must be sufficient width for right turning vehicles to travel outside the through Imes. L . Left:T a Through: R . fight: >> . Free Right Turn:IS Improvwnent ' Analysis Software: Traffm Vmion 6.8.08 2 7(19961. ' TS . Traffic Signsl CSS Cross Street Stop ' -- Daley High. Intersection Unstable, Level of Service 'F'. ' 5-9 1 EXHIBIT 5-E YEAR 2003 WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES i �108 LL r--7 NOR H SITE Li r- y i ' J W Z i ✓ a a a x HIGHLAND AVE. i sR,3p ;SOUTH; flvy SITE PACIFIC ST. L i � > 1 a 1 —i27 TL J L �L1' 1 1 I 0265-98-02:22A PATTON STATION, San Bernardino, California �ASmG1ES we i 5-10 EXHIBIT 5-F YEAR 2003 WITHOUT PROJECT PM PEAK HOUR INTERSECTION VOLUMES ' JC JC �,J J`fL J }5 I NOR H SITE Li uj I i ¢ a x HIGHLAND AVE. Sq, :SOUTH: ' 30 flvy : SITE PACIFIC ST. ' J H � Q I ' 0265-98-02:23A R!(j 1PATiON STATION, San Bernardino, Ooldomia t AS9Ome 5'11 TABLE 5-4 YEAR 2003 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS , INTERSECTION APPROACH LANES' ' NORTIF SOi EAST- WEST- DELAY LEVEL OF BOUND BOUND BOUND BOUND (SECS.)' SERVICE ' TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM 51430 Fvi EB OH-Ramp INS)at: , e Highland Ave.JEW) TS 0 0 0 2 0 1» 0 2 0 0 2 0 8.5 10.6 B 8 Arden Ave.INS)et: • Highlmd Ave.JEW) •w/o improvanmt TS 1 1 1 1 2 0 2 2 1 1 3 0 —' -- F F , •W/impmv t TS 1 1 0 1 2 0 2 3 0 1 3 0 34.7 34.1 D D • SK30".ES OnRemp CSS 0 2 0 1 2 0 0 0 0 0 0 0 3.5 3.0 A A JEW SX30 Fwy.WB OH-Ramp INS)at: ' • Highlad Ave. JEW TS 2 1 0 1 0 1 1 2 0 0 2 0 17.6 34.7 C D Victoria Ave. INSI at: • Highland Ave. JEW TS 1 1 1 1 1 1 1 2 0 1 2 1 13.3 27.4 C D Patton State Hospital Entrance , INSI at: • Highland Ave. JEW TS 0 1 1 0 1 1 1 2 1 1 2 0 16.3 14.3 C B Central Ave. INSI at: , • Highlend Ave. JEW) -w/o inprovernent CSS 0 1 0 0 0 0 0 2 0 0 2 0 15.1 97.4 C F -w/improvenrnt TS 0 1 0 0 0 0 0 2 0 0 2 0 5.2 5.6 B B • Project Entrance JEW) CSS 1 1 0 0 1 0 1 0 1 0 0 0 1.4 1.9 A A , • Pacific St. JEW CSS 1 0 1 1 1 0 1 1 1 1 0 1 1 0 1 3.6 4.1 A A Orange St. INSI at: • HphWd Ave. JEW TS 1 1 0 1 1 0 1 2 0 1 2 1 7.0 5.5 B B Palm Ave. IN a: , • Hiphl•:d Ave. IEW) TS 2 1 1 1 2 0 1 2 0 1 2 1 15.1 19.3 C C ' When a right turn is designated, the lane can either be striped or unstriped. To function as is right turn lane there must be sufficient width for right turning vehiclse to travel outside the through Imes. L - Left;T - Through: R - Right: >> - Free Right Turn; TS - Improvement , 2 Analysis Software: Traffic, Version 6.8.0827 11996). TS - Traffic Signal , CSS Cron Street Stop -. - Delay High, Intersection Unstable, Level of Service •F-. ' 5-12 ' 1 EXHIBIT 5-G YEAR 2003 WITH PROJECT ' AM PEAK HOUR INTERSECTION VOLUMES ' ql r- 1"L x345 CZ --- - --, i r---NOR H SITE � i w a > ' w w o ✓ a < a a x HIGHLAND AVE. SR, iSOUTH ' 3 I SITE R X30 L _J PACIFIC ST. J H Lj Q FL I' F-29 J I ' i r ' 1 1 I ' 0265-98-02:24A 15j KPATTON STATION, San Bernardino, California WC 5-13 1 EXHIBIT 5-H YEAR 2003 WITH PROJECT i PM PEAK HOUR INTERSECTION VOLUMES i i r1fh6 J L —693L r F �'7 -J=F NOR TE uj r-�Z W a HIGHLAN i SR,3� :SOUTH: SITE R,33o i L J PACIFIC ST. f i � > 1 11 Imp— � ,µms' "I i�f --1 i i PATTON 8 STATION. R�J K 1 PATTON STATION, Son Bernardino. California t/40CM1FS WC i 5-14 intersections are projected to operate at Level of Service "E" or "F" during the peak hours, with improvements: Arden Avenue (NS) at: ' • Highland Avenue (EW) ' Central Avenue (NS) at: • Highland Avenue (EW) As shown in Table 5-4, the study area intersections are expected to operate at acceptable levels of service during the peak hours (LOS "D" or better), ' with improvements. The operations analysis worksheets for Year 2003 with project conditions are included in Appendix "H". 5.3 Sioht Distance 1 The sight distance at the project.accesses to Highland Avenue and Central Avenue have been reviewed with respect to City of San Bernardino sight distance standards (see Appendix "I"). Based upon the sight distance standards recommended by the City of San Bernardino, preliminary sight distance analyses have been made for the project site access intersections. The limited use areas are determined by the graphical method using the appropriate distances. It shall be used for the purpose of prohibiting or clearing obstructions in order to maintain adequate sight distance at the intersections. ' 5-15 Limited use areas shall have public use easements to limit slope and , landscaping, and be placed in a lighting and landscape assessment district. It should be noted that obstructions such as bus shelters, walls or ' landscaping within the limited use area which could restrict the line of sight shall not be permitted. At the time of preparation of final grading, , landscaping and street improvement plans, a final determination of sight distance characteristics shall be prepared. The grading plan should keep ' obstructions and slopes out of the limited use areas as shown on Exhibits 5-1 ' and 5-J. a 5-16 a 0 EXHIBIT 5-1 INTERSECTION SIGHT DISTANCE EVALUATION FOR PROJECT ENTRANCE/HIGHLAND AVE. 550' 550• HIGHLAND A ' ES AURAN O ❑ D OCAST00 'B' STAURAN C' ' LEGENDe I ® — uMREo USE AREA 0265-98-02-30A 11 KJ 1-_ PATTON STATION, Son Bernardino, Colilornio k AS=T 3 INC 5-17 D EXHIBIT 5-J INTERSECTION SIGHT DISTANCE EVALUATION D FOR CENTRAL AVE./PROJECT ENTRANCE D D D w DZ 400' D z w U D I D t DPROJECT ENTRANCE 1 D D 400' D D D LEGENDo D I ® = LIMITED USE AREA 0265-98-02:31A Kj D PATTON STATION, San Bernardino, California tl IC 5.18 D 6 SUMMARY AND RECOMMENDATIONS ' This chapter summarizes the findings of this traffic impact study, and provides a ' series of recommendations related to project implementation. ' 6.1 Summary The traffic issues related to the proposed land use and development have been evaluated in the context of City of San Bernardino requirements. A Year 1999 analysis and a Year 2003 analysis are included in this report. The Opening Year background traffic without the project were estimated using the "build up" approach. The Opening Year traffic volumes without the project are estimated by utilizing traffic increases due to local background growth. The growth forecast entails the factoring of existing traffic counts ' based on historical growth rates in the study area, which accounts for general ambient growth in traffic within the region. In this analysis, a growth rate of 5 percent per year for 1 year is used for the Year 1999 analysis and 5 percent per year for 5 years is used for the Year 2003 analysis. To develop the traffic volumes for the with project scenarios, the traffic volumes generated by the proposed project are added to the background traffic volumes factored from existing traffic volumes. Trip generation has been estimated based on the average trip rates contained in the Institute of Transportation Engineers (ITE) Trio Generation Manual, 61h Edition (1997). The project trip distribution was developed based on a ' review of existing traffic volumes and the surrounding roadway network. 6-1 1 6.1 .1 The Project The project consists of golf course, driving and putting range, hotel, commercial retail and restaurant uses. Project access will be provided to Highland Avenue and Central Avenue. The traffic related to the project has been calculated in accordance with the following accepted procedural steps: D • Trip Generation. Q • Trip Distribution. • Traffic Assignment. The project trip generation has been calculated in accordance with the D Institute of Transportation Engineers publication Trio Generation Manual (6th Edition, 1997). The Patton Station project is projected to generate a total of approximately 11 ,199 trip-ends per day with '613 vehicles per hour during the AM peak hour and 927 vehicles per hour during the PM peak hour. The trip distribution/traffic assignment process has been accomplished manually. The distribution pattern for the project has been developed based on the individual access points and local traffic patterns. a 1 6-2 , 1 6.1 .3 Existing Conditions Existing peak hour traffic operations have been evaluated for both the AM and PM peak hours of traffic throughout the study area. The study area intersections currently operate at acceptable Levels of Service (LOS "D" or better) during the peak hours. 6.1 .4 Future Conditions To develop the traffic volumes for the with project scenarios, the traffic volumes generated by the proposed project are added to the background ' traffic volumes factored from existing traffic volumes. 6.1 .5 Future Traffic Operations ' Most of the study area intersections are expected to operate at acceptable Levels of Service (LOS "D" or better) during the peak hours for both Year 1999 and Year 2003 conditions. Off-site improvements are required (see Table 5-4) for Year 2003 traffic conditions without or with the project at the ' following study area intersections: Arden Avenue (NS) at: • Highland Avenue (EW) Central Avenue (NS) at: • Highland Avenue (EW) 6-3 1 6.2 Recommendations , The recommendations in this section address on-site improvements, off-site , improvements and the phasing of all necessary study area transportation improvements. , 6.2.1 On-Site Improvements ' Construct Highland Avenue from the west project boundary to Central ' Avenue at its ultimate half-section width as a Major highway (100 foot right- ' of-way) in conjunction with development, as shown on Exhibit 6-A. Construct Central Avenue from Highland Avenue to the south project I boundary at its ultimate half-section width as a Secondary highway (88 foot , right-of-way) in conjunction with development. Modify the existing traffic signal for the main project entrance to Highland ' Avenue. ' Internal traffic signing/striping should be implemented in conjunction with ' detailed construction plans for the project. 6.2.2 Off-Site Improvements , Provide a 100 foot northbound left turn lane for vehicles desiring to turn left into the project site at the Central Avenue/project entrance intersection (see , Exhibit 6-13). i 6-4 EXHIBIT 6-A PROJECT CIRCULATION RECOMMENDATIONS CONSTRUCT CENTRAL AVE. FROM HIGHLAND I AVE. TO THE SOUTH PROJECT BOUNDARY AT ITS ULTIMATE HALF-SECTION WIDTH AS A SECONDARY HIGHWAY (88 FOOT ROW) IN CONJUNCTION WITH DEVELOPMENT. ' MODIFY EXISTING TRAFFIC SIGNAL INSTALL NEW TRAFFIC FOR MAIN PROJECT SIGNAL AT CENTRAL ENTRANCE. AVE./HIGHLAND AVE. INTERSECTION. 1 NORTH SIT > > i-J -7 ' Z Q I i VIA Z W Q K I ON Q O O ✓ ¢ <m a a HIGHLAND AV ru r SR, i UTH 30 1vy ITE R 3jo L J PACIFIC T. 1 J H Lj W 4 ' U PARTICIPATE IN FUTURE CONSTRUCT HIGHLAND AVE. FROM PROVIDE A 100 FOOT NORTHBOUND ARDEN AVE./HIGHLAND THE WEST PROJECT BOUNDARY TO LEFT TURN LANE FOR VEHICLES AVE. INTERSECTION CENTRAL AVE. AT ITS ULTIMATE DESIRING TO TURN LEFT INTO THE IMPROVEMENTS (TO BE HALF-SECTION WIDTH AS A MAJOR PROJECT SITE AT THE CENTRAL AVE./ FURTHER EVALUATED HIGHWAY (100 FOOT ROW) IN PROJECT ENTRANCE INTERSECTION IN PROJECT CMP TIA). CONJUNCTION WITH DEVELOPMENT. (SEE EXHIBIT 6-B). 1 I 0265-98-02:27A STATION, Son Bernardino, C01110 MO qm!5jK- PATTON INC. 6-5 THIS PAGE INTENTIONALLY LEFT BLANK , 6-6 EXHIBIT 6-B 1 CENTRAL AVE. 1 �MAL STRIPING PLAN NOTE OF 4 I 1 w 1 z z w 1 z z J l 1 1 80' TRAFFIC SIGNAL I I WARRANTED IN 1999. a °i OFF-SITE WIDENING o FOR SOUTHBOUND ' ml LANE TRANSITION. I � � to i . I I I I i 1 NOT FOR 6 CONCEPTUi 1 � 'Emls l I 0265-98-02J28 PATTON STATION, San Bernardino, Califemia tKJK- 1 I Participate in the future Arden Avenue/Highland Avenue intersection improvements Ito be further evaluated in the project CMP TIA). Install a new traffic signal at the Central Avenue/Highland Avenue intersection. I 6-9 THIS PAGE INTENTIONALLY LEFT BLANK 6-10 ' APPENDIX A DRIVING RANGE TRIP GENERATION September 28, 1990 ' Mr. Jon Petke THE PLANNING ASSOCIATES 3151 Airway Avenue, Suite R-1 Costa Mesa, CA 92626 Subject: Rancho Golf Center Traffic Evaluation Dear Mr. Petke: ROBERT KAHN, JOHN KAIN & ASSOCIATES, INC. is pleased to provide this traffic evaluation of the Rancho Golf Center located adjacent to the California Oaks Community at the Northwest quadrant of I-215 and Clinton Keith Road. The Rancho Golf Center is being processed as an interim land use as Plot Plan 11074 through the County of Riverside. The project site consists of approximately 15 acres and will be an interim use Golf driving range with 45 tees. The area I is currently included in the SWAP (South West Area Plan) area with a general plan designation of industrial. The proposed use is an interim use for a period of 5-10 years, and will generate less traffic than the underlying General Plan designation for the property. The project is consistent with SWAP and will generate fewer trips than a comparable industrial development for this area. As a result of this, we do not feel that a traffic study is necessary at this time, since significantly fewer trips would be generated by this use in comparison to the 1 General Plan designation for the property. Appropriate trip generation rates for a golf driving range are shown in Table 1. tThe project estimated to generate up to 668 vehicles per day, with 47 trips occurring during the PM peak hour (see Table 2) . Riverside County Transportation Department guidelines note that the following projects generally be exempt from traffic study requirements: ' "Any use which can demonstrate, based upon Institute of Transportation Engineers (ITE) or other approved trip generation data, a peak hour (a.m. or p.m. , as appropriate) trip generation of less than 50 vehicle trips. " Mr. Jon Petke D THE PLANNING ASSOCIATES September 28 , 1990 Page 2 In conclusion, the proposed interim golf driving range use will D generate a low amount of peak hour traffic. As a result of this, a full traffic study is not required for this interim use at this time. If you have any questions regarding this project or need D further information, please do not hesitate to give us a call at (714) 474-0809. Sincerely, n ROBERT KAHN, JOHN KAIN & ASSOCIATES, INC. if D John Kain, AICP Robert Kahn, P.E. D Principal Principal RK:kgd/332 JN: 02-90-004 Attachments D D D D D D D D Mr. Jon Petke THE PLANNING ASSOCIATES September 28 , 1990 Page 3 TABLE 1 DRIVING RANGE TRAFFIC GENERATION CHARACTERISTICS' ALL DAY' 5 PM TO 6 PM' DAY OF THE WEEK TRIP-ENDS TRIP-RATE TRIP-ENDS TRIP-RATE Rancho San Joaquin (Irvine - 38 Tees) Monday 395 10. 39 32 0. 84 Laguna Hills (Laguna Hills - 49 Tees) Tuesday 770 15.71 64 1. 31 Wednesday 809 16. 51 54 1. 10 Thursday Closed Closed Closed Closed ' Friday 823 16.80 47 0. 96 Average of Rancho San Joaquin and Laguna Hills Weekday Counts Average 699 14 . 85 49 1. 05 ' Per Orange County EMA Traffic Counts November, 1986. ' Two-way daily trip-ends. i i TABLE 2 1 PROJECT TRIP GENERATION' D PM PEAK D LAND USE ' QUANTITY DAILY TRIPS HOUR TRIPS Golf Driving Range 45 Tees 668 47 D i R� L I D I i ,I D D 1 1 1 ' I 1 Based upon data compiled by ROBERT KAHN, JOHN KAIN & 1 ASSOCIATES, INC. (see Table 1) . i i R � u i 1 1 I 1 I 1 1 APPENDICES B THROUGH I 1 TRAFFIC WORKSHEETS AND MODEL RUNS Available By Request 1 City Planning and Building Services 1 1 1 1 1 i i, 1 APPENDIX B 1 TRAFFIC COUNT WORKSHEETS 1 i 1 1 1 i 1 1 1 Filename: 30EBHIGMXLS Locaton: SR-30 Fwy.EB 011 Ramp/High and Ave. I Turning Movement Couno,Per CMP Requirements Northbound Southbound Eastbound Westbound LT I Th I RT LT Th I RT LT I Th I RT LT I Th I RT AM Peak Hour Massa eases eases a20 0 120 0 3C8 0 0 512 0 Peak Four Factor aDN/O! 0.79 OA9 0.50 PM Peak Hour salsa seals I sass# aa7 0 1 153 0 aa4 0 0 a76 0 Peak Hour Factor SDN/01 0.97 0.93 0.95 r.1GRNINO -' LT Natl sewmn0 E.omr.6 ww6e.q rte.. m LT m RT Td.l LT m RT Tell LT m ar re.i LT m RT TU.I 7:00 715 0 0 0 o 70 0 n 00 0 .9 0 .v 0 a 0 ee 7:15 7:J0 0 0 0 0 127 0 M 1.0 0 M 0 .e 0 eB 0 av 7:N 7:.5 0 0 0 0 le] 0 Zo 212 0 73 0 72 0 12: 0 120 7:.5 S00 0 0 0 0 300 a A 233 o n 0 n 0 w 0 N ' sw s'.15 0 0 0 0 128 0 +e 1.e 0 70 0 70 0 101 0 101 e'.ls e:JO 00 0 0 W 010 113 0 )5 0 75 o e1 0 e1 e'w e46 0 0 0 0 107 0 10 125 0 76 0 70 0 110 0 1+0 e45 v.00 a 0 0 0 is 0 23 139 o 67 0 e7 0 120 0 120 PEAK R 7.JO a 0 0 0 o Ole 0 va m o 2v. 0 e7 0 .og 0 126 .Flvwm )a -> h 0-> tog-> h .a..0 -> CMp CKaYCVw NS SO E6 We T Nu. M9 erAmwa " W 0 207 Y ].1" 742 16+5 0 Se] 3Y2 ]]6e 7W:X1 0 )06 745645 0 e10 tae ]e5 e OOO'.M 0 s23 tae 412 eYRmn�P..Y Nog.q I.po.N 0 742 JIM ell Pxk 11Mn q Ppw 0 2J5 67 135 .•vxM 16-.b)Aips.. 0 0.0 N6 612 WFb ... {po..k 0.79 080 O.SO P.l Wromutl euYb.n6 E.tlCnF4 W..ev/1 LT m RT LT m RT LT m RT LT m RT ]:Moe m 0 0 0 0 0 0 0 0 0 0 0 a. 7 1"15 o a o W o as 0 0 0 0 0 0 7J 8M 0 a 0 0 a 0 0 0 0 0 0 0 7.Se45 0 0 0 0 a 0 0 0 0 0 0 0 SM9'00 0 0 0 0 a 0 o Joa o 0 n2 0 Taa. 0 0 o en 0 e5 a 3oe a o .0 0 ' PNF .e 60rvm rorvm� roNN Bz0 o tea o >J.e o 0 512 0 EVENING ryypLT LT E.WUnE LT M1om to LT m RT Ttla LT m RT TGtl LT m RT Tdtl LT m RT Tqa ' .:CO 415 0 0 0 0 221 0 36 250 0 lm 0 167 0 15e 0 10 cIs cm 0 0 0 0 mJ o .6 Pe 0 1vs o los o IW 01 .]a .'.5 0 0 0 0 23J 0 24 29 0 10 0 1P3 5 IsJ o +53 .45 5:00 0 0 0 0 3W 0 JP 243 0 ISe 0 1S6 0 16J 0 10 500 515 0 0 0 0 10 0 2B .2 0 21] 0 21) 0 151 0 151 5:15 S:30 0 0 0 0 302 0 32 2N 0 321 0 331 0 130 0 1Je S'.b S.5 0 0 0 0 205 0 J5 241 0 1&B 0 1SS 0 is1 0 151 645 e:w 0 0 0 0 IS6 0 30 2]. 0 15. 0 1M 0 10 a LJ P7 W R 4 00 590 0 0 0 0 Set 0 1.B 3W 0 M 0 =I 0 6.3 0 15S .1w.m 0-> I000-> N3-> U3-> aP.q, 0-, o-> 1a3.-> 7.1-> CaIP C.k.mon NB SB ES w0 P..k Ile.B7 NPP..n ..COS:oo a lose 373 e.3 .'.115:1! 0 071 703 eb ' 440540 0 058 e1O 603 4s5s o w0 el2 eo1 s:ooe90 0 931 hoe 1 set M.amm p..k N,,.b/Ayplp.y, a mv ate 043 P lk,s it gMpwa 0 zeo 221 lea .•Pok1sm.."p..v. 0 logo ew e7e PNF M P..k I5cl 0.97 0.03 005 P..k 15h.Se ebS107vtl SdeMt1M E.Yb.nS W. LT m RT LT m RT LT m RT LT m RT .ms'.w 0 0 0 661 0 10 0 0 0 0 w 0 ' 4l 3 o a o 0 0 0 0 0 0 0 0 0 430::]0 0 0 0 0 0 0 0 119 0 0 0 0 .ss4s o a o o a 0 a a o 0 o a s o0e:00 0 0 0 0 0 0 0 0 0 0 o a 10m 0 0 o "1 0 1.8 0 519 0 0 S.J 0 PNF ed roNN, Now, roNN aa7 0 153 0 04 0 0 00 0 Received Jun-09-98 12:33pm from CCITT G3 RKJK page 6 ' JUN-10-9B 12 ]43 PM P. 06 SOUTHLAND CAR COUNTERS , VEHICLE AND MANUAL COUNTS N-S STREET: EB 30 FWY DATE: 6/2/98 CITY: SAN ' EXIT BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY vvvmwmammmxxammxammxmmrmaavm=aam=xawm=mrmmmmrm=aam==ammcRO=ECTNmm0316001Avmmm NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND , NL NT NR SL ST SR EL ET ER WL WT WR TOTAL , LANES: 2 1 savmavmcavrmc�mvvvcrmx=cam=amaxos vccawvc-mvv=avvcxacasavrca smvmmmmmrasavamcxa 6:00 AN , 15 AM 30 AM 45 AM 7:00 AM 79 11 49 68 207 15 AM 127 22 48 69 266 30 AM 183 29 72 128 412 45 AM 209 26 77 94 406 8:00 AN 128 18 70 101 317 , 15 AM 96 17 75 81 269 30 AM 107 18 76 110 311 45 AM 116 23 87 120 346 , 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM mmm4545 AM A -avm=scvmca wrwavawmcarvmeamrvx savvaxacmzzmvvvcavav=ammmmsaava vacvmc TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES m 0 0 0 1045 0 164 0 554 0 0 771 0 2534 ' AM Peak Hr Begins at 730 AM Pte` ' I = 0 404 0 1404 VOLUMES 0 0 0 616 .0 90 0 294 0 ADDITIONS:SIGNALIZED ' Received Jun-09-98 12:33pm from CCITT G3 - RKJK page 7 JUN-10-98 12:43 PM P• 07 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EB 30 FWY DATE: 6/2/98 CITY: SAN EXIT BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY ' PROJECT# 0316001P rraavcaaarwawacawwwwavzxamaaaavxcawavmvcaz aaawaca¢avcacxxaarmac vrrwaaawwrawrs NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 1 2 2 z vsavaaaacovxsz waarwrv�¢�acaarrawcxxamaaavcxc=vamwraarwsrrrwraavar awvaavmaaara 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM ' 45 PM 4:00 PM 221 39 197 158 615 15 PM 203 46 195 169 613 30 PM 233 24 193 153 603 45 PM 204 39 188 163 594 5:00 PM 193 29 217 151 590 15 PM 202 32 221 136 591 ' 30 PM 206 35 186 151 578 45 PM 198 36 184 163 561 6:00 PM 15 PM 30 PM 45 PM maawwvwzacaawvwarmvaaawavzawvav..arms.....x=azaaaararrwwawraaavcosaavvsaaac TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' VOLUMES w 0 0 0 1660 0 280 0 1581 0 0 1224 0 4745 PM Peak Hr Begins at 400 PM ' PEAK VOLUMES = 0 0 0 861 0 148 0 773 0 0 643 0 2425 ADDITIONS:SIGNALIZED Fioname: ARDEHIGHXLS Location: Arden A"Mighland Ave. Turning Movement Counts Per CMP Requirements ' Northbound Southbound Eastbound Westbound LT Th RT LT Th Ri LT Th RT LT Th RT AM Peak Hour 379 163 102 34 321 369 % 770 356 164 1052 156 PiHour Factor 0.65 0.65 0.60 0.79 ' Pwk Hour 160 108 44 88 192 144 32fi P Hour Factor 0.75 0.90 GAS 0.67 1 LT Nvtl Sae E..1 w.meua fmm le LT In RT Tqp LT T In RT T.1 LT LT 1T RT TWI LT TF RT TOW ):06 7:15 48 B 5 01 12 45 N 121 15 91 35 141 N 157 21 207 , 7:15 7:30 00 33 1. 107 6 71 M 10 12 Be N tee W 131 19 100 790 ).15 W 46 30 IN 4 01 46 161 21 196 07 3W N N1 35 343 745 0'.00 52 21 a 61 7 e5 00 152 1x 169 02 243 29 1" 32 255 0'.W 0'.15 N 19 14 77 12 46 76 136 31 164 70 259 27 m 56 311 0:15 0'.30 42 a 10 N 12 30 63 N 21 87 23 131 IB R9 17 164 ' 630 015 37 t9 7 e3 11 40 67 127 20 125 37 182 17 180 30 227 045 900 33 15 9 e0 10 2. 74 108 30 128 40 19e 21 171 21 216 PEAR IIOIIR 7.15 615 246 119 00 IN 29 273 314 101 76 013 285 306 130 635 1N A3 ..w..m 431-> ale-> 171-> 1049-> eon. - 319-> ON-> 708-> 1395-> LIAP c.I[W6vn NO 5B EB WB P NaF 81 MVUC6 7006w 415 601 am Us 7:154'.15 nl N6 071 1073 1 730030 . 939 on ' : : 3N 56 8.5-0:.5 241 NO 415 957 800,200 2eo NO no 916 OYgm/n P-.1 CY.ype.gi 31 616 974 1069 P-.I1 n 1lypwM 166 101 308 393 4•P.Y 1S fl q 8{pMRl1 861 T21 1224 1372 PNF Iw nTµpack 085 0.05 0.00 070 PNk1Yrn LT IMh T SWI EafS WMOU.tl LT T RT IT 11, RT LT lk RT LT lk R 7:1100 0.10 0 0 O 0 0 0 0 0 0 0 0 a 7,715.015 w 24e 110 60 29 0 311 70 013 0 x45 130 us 124 0 7:30630 0 0 0 0 0 0 0 0 0 0 a 0 ww 0 0 0 0 0 0 0 0 0 0 0 0 $ 9:o0ao 0 0 0 0 0 a a 0 0 0 0 0 1 ., 246 119 ee 29 273 314 76 613 205 130 03s 12. PXF .0 379 103 102 34 37, 389 e6 770 ]58 101 105: 150 EVENING _> WakUnM LT E.tlLT LT 4om fo LT 1T RT Tqa lT Tli RT Tqa Li Tk RT TOW LT ID RT Tqa 1:W Is 29 8 10 47 16 27 17 BO 51 D1 70 352 2e 147 46 319 1:15 .00 .3 10 0 61 9 N 21 01 61 re 63 Qe N 291 57 302 430 445 26 16 5 47 18 49 to 83 s0 IN e5 305 2e me 38 277 .'.5 5:00 35 34 14 83 10 48 10 1M 70 M5 91 475 51 315 41 .07 500 515 31 21 6 59 27 50 20 105 W 260 93 453 30 285 33 355 515 S. m 11 7 .. 1e 39 xe N 09 196 03 320 28 x22 b 260 5'.30 545 32 10 12 00 18 30 33 67 M n. 69 357 27 N2 37 306 ' 615 a'00 25 30 10 e5 B 25 30 03 15 100 W 251 40 m 20 282 PEAR 14MR 115 5:15 135 81 33 O3 72 101 105 IN 280 1051 132 175 119 1099 189 407 ypum. 249-> ._ 354-> lat9-> .- 1417-> eel-> .- 1156-> .- 1339-> c01P C.yyOgy NO SO EB W6 PNk Ns BY3�uM 400503 zle 313 1556 138a 4115.15 249 358 1669 1417 1',30630 232 378 1571 1315 .15515 NS 382 1623 1310 500000 227 330 1309 144 0 .n P..k NpF OYµpwgi 240 M2 less 1417 Puk ISW 1,µ04.N 53 105 475 407 .•P..k 1Smn.6Y KP^.a' 332 .N 1000 1628 P11F for Peek lSmniN.ml 075 ON 0.80 087 P..k I5M.. fbMOmFtl SgIkWFq E.e w.Mlnuq LT ID RT LT Tk RT LT Tk RT LT Tk RT .:005 W 0 0 0 0 0 0 0 0 0 0 0 0 .'.16515 135 81 33 a 0 0 286 1051 132 149 1009 leg 4'b5.X1 0 0 0 0 a a 0 0 0 0 0 0 115515 0 0 0 79 173 Im 0 0 0 0 0 0 5w600 0 0 0 0 0 0 0 0 0 a 0 0 T.. 135 a1 33 79 173 130 266 W51 332 149 ION te9 Rli ed 180 106 N as 1 144 326 1199 378 171 1263 191 Received Jun-09-98 12:33pm from CCITT G3 RKJK page 3 JUN-10-98 12 :41 PM P. 03 ' SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY ' vaavvawaavaagwaaaawrawgamraaaawaawarwavaaaa aaarraaaawvPwROJECT#w 0316002A ........... NORTHBOUND SOUTHBOUND EASTBOUND WESTHOUNO NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1. 5 0 .5 2 2 1 1 2.5 0.5 vvvvvvvsamsaaa vvvoaaw aaaevwwwawweaaaavaraaaawa awaaavvavaaaaaaawawrvvwwvvvwvww ' 6:00 AM 15 AM 30 AM 45 AM ' 7:00 AM 48 8 5 12 45 64 15 91 35 29 157 21 530 15 AM 60 33 14 6 71 70 12 88 66 30 131 19 600 30 AM 90 46 30 4 91 86 21 198 87 44 264 35 996 45 AM 52 21 8 7 65 80 12 169 62 29 194 32 731 8:00 AM 44 19 14 12 46 78 31 158 70 27 246 38 783 15 AM 42 8 10 12 30 53 21 87 23 18 129 17 450 30 AM 37 19 7 11 49 67 20 125 37 17 180 30 599 45 AM 33 18 9 10 24 74 30 128 40 24 171 21 582 9:00 AM 15 AM ' 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM v=aaaaaama=x=aaamwvwwww wawvwawwow=a==awwvwawaaavv. wwwaawvmvaaa.wawaaavvwwwav TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' VOLUMES = 406 172 97 74 421 572 162 1044 420 218 1472 213 5271 AM Peak Hr Begins at 715 AM ' PEAK VOLUMES a 246 119 66 29 273 314 76 613 285 130 835 124 3110 ' ADDITIONS:SIGNAI.IZED Received Jun-09-98 04: 15pm from CCITT G3 - RKJK page 1 JUN-10-98 04 :22 PM P. 01 SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N—S STREET: ARDEN DATE: 6/2/98 CITY: SAN ' BERNARDINO E—W STREET: HIGHLAND DAY: TUESDAY } AaMmmww..... ...MAMMY¢. ' :aaaamaaaai¢vagm¢m¢¢a¢s=asses a'2aabaagmq¢aa¢xsss3sbr Tama NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 1 LANES: 1 1 1 1 1 .5 0. 5 2 2 1 1 2.5 0. 5 Ammav¢aAamamgmAAggaaac:aaaaSaaQaammvmmamgmaaamaaSaaaam¢aaavaaMq¢==a=aavAmaamb 2:00 PM 15 PM ' 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM ' 4:00 PM 29 8 10 16 27 17 51 231 70 26 247 46 778 15 PM 43 10 8 9 34 21 67 276 83 34 291 57 933 30 PH 26 16 5 18 49 16 50 190 65 26 208 38 707 45 PM 35 34 14 18 48 40 79 305 91 51 315 41 1071 ' 5:00 PM 31 21 6 27 50 28 90 280 93 38 285 33 982 15 PM 23 14 7 16 39 29 69 196 63 28 222 30 736 30 PM 32 16 12 18 36 33 64 224 69 27 242 37 810 45 PM 25 30 10 8 25 30 45 156 50 40 222 20 661 ' 6:00 PM 15 PM 30 PM 45 PM aaaaaaaz maYaaa¢xxaaaz axxxnamaaaaaas¢avama¢cvacac zascaasaaamaacacaaAaaarYaarrr TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 244 149 72 130 308 214 515 1858 584 270 2032 302 6678 , PM Peak Hr Begins at 415 PM PEAK ' VOLUMES 135 81 33 72 181 105 286 1051 332 149 1099 169 3693 ADDITIONS:SIGNALIZED ' 1 ' Filename: ARDE30EB.XLS Laation: Arden AveJSRJO Fwy.EB On Ramp ' Turning Movement Counts Per CMP Requirerrenas ' Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th RT AM Peak hour 0 530 130 256 596 0 ####tl OEM !A####9###tf#### ##f## ' Peak Hour Factor 0.76 0.61 SM/0! #DNN! PM Peak hour 0 F278T 62 356 952 0 #####>f!d##f6CNt##RA#> ##### Peak Hour Factor 0.66 0.93 0=101 #DNA! MORNING - NMMwd LT E.MT LT Rpn to LT ID PT Total LT � RT TLL.I LT 11, RT Total LT ID RT Tda 700 7'.1 5 0 53 1. 07 S. 00 0 114 0 0 0 0 0 0 0 0 7'.15 700 0 111 25 lb 83 111 0 1011 0 0 0 0 0 0 0 0 700 745 0 138 27 105 49 152 0 201 a D 0 0 0 0 0 0 7'.45 11:00 0 0Y 50 119 el M 0 155 0 0 D 0 0 0 0 0 a:00 11:15 0 01 17 51 42 92 0 124 0 0 0 0 0 0 0 0 ' e:1s 1144 o 65 2 77 a 53 0 vs 0 0 0 0 0 0 0 0 1130 a-45 0 s1 10 et 45 n D lax o 0 0 o a o 0 5 11.5 am 0 ee 3 71 4a 40 D &a 0 0 0 0 a a 0 0 PEAK HOUR me ees o wl as ms 207 «2 0 2111 0 0 0 0 0 0 0 0 ' .00 SO1—a 30—> 0— Pape p2 M2 — > 0—a MpC.bye.m NO SO EB WB P. 7D6e..Ibv BY NP^.rf m 4117 e3P 0 0 ' 7:m $.9 0 a 7354: :W 35 .2 w2 475 0 0 T4544s 23" 410 0 0 e:a6n•.ao 290 410 o a M.nman Pa.Near q/.gown 501 w9 0 0 ' Peak 14Mn.q IprwM 105 201 0 0 .•Peak 14 nNMP^.di w 1100 0 0 PNF b..T I{gwce 070 O81 NDNNI IONgl Pa.1Y.. WNewM Satltpnt fie. WwbeW LT T RT LT ID RT LT ID RT LT In RT 7:DD4m - 0 a 0 0 0 0 0 0 0 0 0 ' 7'.1411:15 0 w2 W 207 ux 0 0 0 0 0 o D 7:m"m 0 0 0 0 0 0 0 0 0 D a D 74"45 5 5 5 D a a 0 0 0 D D D 1,WPOa 5 a 0 D 5 5 0 0 5 5 D 5 Ta.H 0 .ax PP 2m 442 0 0 0 0 0 0 a ' PNF w 0 535 1. 258 ve 0 roWMI wrvro� wrvro ODrvro� wrvro� 0D", EvENINS Notned.w Saecuna E..1mM W.eOwN 1mm to LT le RT Ta.l LT TO RT Total LT TO RT TNtl LT m RT I., ' 4:5D .15 0 85 10 75 10 05 0 105 0 0 0 0 0 0 0 0 .:15 ♦:]0 O 5l 1. 73 7. U 0 1117 0 0 O 0 0 O 0 D 430 445 a 3 17 70 n at D In 0 0 0 0 D 0 0 0 445 5W C se 10 7. 97 00 0 In a D o 0 0 D 0 0 s 00 515 o ea a .0 75 se 0 181 0 0 0 0 0 0 0 D S15 5:3D 0 111 13 74 a 113 5 m2 0 0 0 0 0 D 0 0 am 5.6 0 44 14 x m 121 0 2ao 0 0 0 0 0 D 0 0 $45 am 0 51 13 e. n 78 0 151 0 0 0 0 a 0 0 0 PE HOUR 4'45 545 0 a9 07 DO 230 419 0 202 0 0 0 0 0 0 0 0 .1n-> 397-> D-> CA1P Lym0un NO SO EB WB P..X Its.BY Ageeca n .465:00 202 071 0 0 4]55'.15 307 007 0 0 ' 436590 4 300 712 0 0 45.0 29e 749 D D 5054'.00 Zee 714 0 0 Mews—Peak Hour gelPOac0 308 74P 0 0 Peak lswen yµarok. PO 202 0 0 4•Peak iSmn.q 74pmN 3n 000 0 0 PHF m Peak tsereP II ml 0466 on NOW NOW Peak!41111 NvObe.tl SkNv,PN,d E.e4'w.E W. LT iL RT LT Tli RT LT 1T RT LT 7T RT 406500 0 0 0 0 0 0 0 0 0 0 0 0 4:155:15 0 0 0 0 0 0 0 0 0 0 0 0 ' f36530 0 D0 70 0 0 0 0 0 0 0 0 0 44545 0 0 a 330 419 0 0 c 0 0 0 0 s.06em 0 0 0 0 0 0 0 0 o D a 0 T"."0 ZJ0 70 330 419 0 0 0 0 0 0 0 PMF 110 0 27e 02 355 452 0 MWMI XVWMI rorvro' wNro. 00 - rorvroi Received Jun-09-98 12:33pm from CCITT G3 - RKJK page 4 , JUN-10-98 12 :42 PM P. 04 SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS DATE: 6/2/98 CITY: SAN t N-S STREET: ARDEN BERNARDINO E-W STREET: EB 30 FWY DAY: TUESDAY ENTRANCE PROJECTy 0316003A ' wwws+ +m+ s9NORTHBOUN7-= SOUTHBOUND ssEASTBOUND,s as=a WESTBOUND m +vs+smc NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' ssLANE++aw+C9++C9wCS9w60i+Sm1+c=+2i9+vaaOC3++=�wiSm++SS+C�++==aw+�3+wC�Jwssaw+ 6:00 AM ' 15 AM 30 AM 45 AM 181 7:00 AM 53 14 54 60 305 ' 15 AM 111 25 55 114 366 30 AM 138 27 49 152 274 45 AM 89 30 61 94 205 ' 8:00 AM 64 17 42 82 172 15 AM 65 12 42 53 163 30 AM 51 10 45 57 160 45 AM 68 3 40 49 ' 9:00 AM 15 AM 30 AM 45 AM ' 10 :00 AM 15 AM 30 AM ' 45 AM +sc+mw cv�w�sss^xsscc++..sass+ass+cam+c=+cCSS+c=sOC=c+c=ssc=css=++cavc++cxas+s ET WL WT VOLUMES NT N0 639 138 388 661 SR 0 EL 0 0 ER 0 0 0 TOTAL W0 1826 AM Peak Hr Begins at 715 AM ' PEAK VOLUMES 0 402 99 207 442 0 0 0 0 0 0 0 1150 ADDITIONS:SIGNALIZED ' 1 ' Received Jun-e9-98 12:33pm from CCITT G3 RKJK page 5 SUN-10-9e 12 :42 PM P. 05 ' SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N—S STREET: ARDEN DATE: 6/2/98 CITY! SAN E—W STREET: EB 30 FWY DAY: TUESDAY BERNARDINO ENTRANCE PROJECT# 0316003P maaarawrwr aagaaaaammwmraaa.awwrw wave=awwwrwwcmwwwwrwwraxrwwrrr cawwwawwaewrwww NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 0 1 2 vawrrwwvwvccxmavrwrrwrrwwaax asavvrvwrwvraassaawwrrress=svavwvrraarrwvwrrwmara ' 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PH 45 PM 4:00 PM 65 10 70 95 240 15 PM 57 16 74 83 230 30 PH 53 17 72 91 233 ' 45 PM 58 16 87 99 260 5:00 PH 66 24 75 86 251 15 PH 61 13 89 113 276 30 PM 44 14 79 121 258 ' 45 PM 51 13 73 78 215 6:00 PH 15 PH 30 PM 45 PM asvavvavrrcw aamc avwwamawraevwwaaarrwgavavgaaaan rwwrwrwmrasvwasamawvwrrvwawrwa TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' VOLUMES r 0 455 123 619 766 0 0 0 0 0 0 0 1963 PH Peak Hr Begins at 445 PM ' PEAK VOLUMES a 0 229 67 330 419 0 0 0 0 0 0 0 1045 ' ADDITIONS:STGNALIZED Filename: 30WBHIOHXLS , Location: SR-30 lawy.WB O8 Ramp/Highland Ave. Turning Movement Counts Per CMP Requirement , Northbound Saudl6ound Eastbound Westbound , LT Th RT LT Th RT LT Th RT LT Th RT AM Peak Hour 256 20 136 20 0 20 14 822 0 0 1068 16 Peak Maur Factor 0.81 0.80 0.76 0.81 ' PM Peak Hour 260 13 123 23 0 26 24 1264 0 0 1382 22 Peak Hour Factor 0.94 0.67 0.91 0.63 MOIININ(e _ Nwnew.a swucwea E0e1mM' weaswm ewn le LT ID RT Tuel LT ID RT Tqa LT ID RT Tda LT ID RT Tdel ' 700 2:15 39 2 16 59 1 0 2 3 3 ns o ne 0 +w 4 Ida 715 7:]0 49 1 21 71 2 0 1 3 1 toe 0 109 0 145 3 148 737 745 a 3 26 0 4 0 e 10 . 209 a no 0 me 1 257 745 8:00 a 7 23 61 2 0 3 s 2 198 0 200 0 200 3 2 3 e:m e:1s eo 6 3e 10 3 0 4 7 1 Its o 1as 0 295 a 271 ees e.ao ss x 26 e3 7 0 3 m . 135 o u9 0 106 . 109 , a30 B4s 3e + 19 s2 3 0 2 s 2 150 0 tae 0 113 a 193 645 Sao 41 2 11 s. 4 0 a 10 3 145 0 148 0 199 I 189 PEAR H R 13+5 815 207 16 no 103 11 0 1. 10 a 616 0 209 0 sea 13 131 ypupc •— 333—> 25—, <— 824—, — UP—> ' yid — 37—> <_ o—> 137—> 1087—> MP CbkArb— Na Se EB WB Peak Mae By ADIPMM 7x0600 269 21 9x Tr2 7:198:30 w 25 824 09 730415 , : 325 3: 0a sa 7:4"45 265 27 507 ne 600900 re 32 as 762 eYSVn Pa..ly hpeei, 333 32 05. 970 Peak 15Een.q APVwW 103 10 215 221 t .•Pack 1x1613.y Ameaa 412 40 6T6 105 MF beaN A{pwN 081 080 078 0.81 Pae,IMr Me60en! SWrmatl EakawakI Wa.OVM LT III FIT LT TT RT LT 113 ArT LT TR FIT 7:006:00 0 a o 0 0 0 0 0 0 0 0 0 T1 sd:1s 207 16 110 a o 0 0 o a o e6fi 13 , 7006:37 0 0 0 16 0 16 11 a3 0 0 a o 74"45 a a 0 0 0 0 0 0 a o a a 8:06905 o a o 0 o a a o o a 5 a TWN 207 16 11a 16 0 1e 11 6`3 0 0 See 13 OP, ee 256 20 136 20 0 20 +. 822 0 0 1008 16 EVENING I - `- NpIKd/�a SWbwnE E"'77"d Waal. Own la LT Tp FIT TGeI LT Tt RT To., L7 ni RT T1.1 IT Tn RT Total fDO 415 57 4 31 02 0 a 3 3 4 260 0 2" 0 M 4 2a x19 4x0 5e 3 27 ea 3 0 0 0 3 27o 0 273 0 310 3 313 130 415 69 28 99 2 0 5 7 0 225 0 n1 0 201 5 209 4•s sm 02 3 30 95 7 0 1 e 2 YID 0 313 0 345 6 351 5w sty 51 1 31 e3 1 0 4 5 a 505 0 313 0 295 4 2177 915 s:M 50 2 3 85 5 0 7 12 a 305 a 3+1 0 IIO s 235 5w 545 41 0 24 65 3 0 2 5 4 225 0 V. 0 M8 7 235 5.5 a oo 47 2 30 71 4 a 6 10 3 245 o 243 0 12. 3 131 PEAR 140uR 415 515 ne 9 110 99 13 0 18 12 1B 1120 0 322 0 1151 16 351 arweem. <_ 363—> N—, 1139—> <— 1169—> dPeT <_ 4e—> <_ 0—> <_ 1249—> — 1406—> ' CMP Cellwewe NB SO ER WB Peak By 9.awoe 406500 3n 27 IM 1124 4:155:15 383. 29 1139 1169 4 "11 322 32 1177 1061 4 ' 44 s 3D 32E 30 1177 1317 5'.00-600 312 32 1091 so Maenun Peak Mar Ly 1(peacn 372 32 1117 1169 Peak 15 n ey K M 99 12 322 351 4•Peak IS n y I{peacf 390 as 1288 140 , PIF lw Peak l 61613 mlwal aw 0e7 091 0A3 Peak I5 akRe Wr110weM SMio9M lEael6wd Wa+rWW LT lri RT LT TM1 RT LT TT RT LT TT RT 4x0500 244 12 116 0 0 0 0 0 0 0 a 0 415515 0 0 0 o a o 0 0 0 0 1191 10 ' 430535 0 0 0 +6 a z2 1399 o 0 0 a 0 445905 5 0 0 0 0 0 0 0 0 0 0 0 5708.00 0 0 0 0 0 5 0 0 0 0 0 0 T.P 2a4 12 116 15 0 11 22 1155 5 5 1151 1a P s Mcbed 20 13 M n 0 26 24 1261 0 0 1382 22 ' Received Jun-09-98 01 :01pm from CCITT G3 RKJK page 6 JUN-10-9e 01 : 10 PM P. 06 ' SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N-S STREET: WB 30 FWY DATE: 6/3/98 CITY: HAN EXIT ERNARDINO E-W STREET: HIGHLAND DAY: WEDNESDAY PROJECT# 0316004A ' aasaaasaaaasaaarrav-------aarrnxxsaanacrosrrrxeaaaaa=vcraas=carrrraa==arraarrr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' NL HT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 0. 5 0.5 0 1 0 0 2 0 0 2 0 vavvaas=o:r mr==aaaa===anrvaoxaaas^=xvarvrv==rssss==rvvsac=asnrsvrsccooavraasc ' 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 39 2 18 1 2 3 115 160 4 344 15 AM 49 1 21 2 1 1 108 145 3 331 30 AM 64 3 28 4 6 4 205 256 1 571 45 AM 34 7 23 2 3 2 198 200 3 472 8:00 AM 60 5 38 3 4 1 105 265 6 487 15 AM 35 2 26 7 3 4 135 105 4 321 30 AM 36 1 19 3 2 2 150 187 6 406 45 AM 41 2 11 4 6 3 145 188 1 401 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM ' 30 AM 45 AM aaxavv aaaavavrrvv=oarraxaraava=rrra==vast==arvrscarrrvcsxsvrc-=ararvs=a=avvsv TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' VOLUMES 356 23 184 26 0 27 20 1161 0 0 1506 28 3333 AM Peak Hr Begins at 715 AM ' PEAK VOLUMES r 207 16 110 11 0 14 8 616 0 0 866 13 1861 ' ADDITIONS:SIGNALIZED Received Jun-09-98 01 :01pm from CCITT G3 - RKJK page 7 ' JUN-10-98 01 : 11 PM P. 07 SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N—S STREET: WB 30 FWY DATES 6/3/98 CITY: SAN , EXIT BERNARDINO E—W STREET: HIGHLAND DAY: WEDNESDAY PROJECT# 0316004P CrCarrs=arrra mr rrrxarrr=amm==xreraxasrxosrrrcammmax=anCC=mmmm===smwmaxrrrrrra ' NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' LANES: 2 0. 5 0.5 0 1 0 0 2 0 0 2 0 it rrarmrrr=3 arr=arrr=aamGCxrrrrxxcmrcxarraOxrrrr=arrrc=awraxarrrrrrxaaCQ�C�rm 2s00 PH ' 15 PM 30 PM 45 PM 3:00 PM ' 15 PM 30 PM 45 PM ' 4:00 PM 57 4 31 0 3 4 260 250 4 613 15 PM 56 3 27 3 6 3 270 310 3 681 30 PM 69 2 28 2 5 6 225 201 5 543 45 PM 62 3 30 7 1 2 320 345 6 776 ' 5:00 PM 51 1 31 1 4 8 305 295 4 700 15 PM 80 2 33 5 7 6 305 220 5 633 30 PM 41 0 24 3 2 4 220 228 7 829 45 PM 47 2 30 4 6 3 240 128 3 463 , 6:00 PM 15 PM 30 PH ' 45 PM rearvmrt=arrmxamaamarrmarle==mraC3aimC+rrrr=f amc-mrrmxxrrr-armrrca=mrrmoarrrrm TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 433 17 234 25 0 34 36 2145 0 0 1977 37 4938 ' PM Peak Hr Begins at 415 PM PEAK VOLUMES 238 9 116 13 0 16 19 1120 0 0 1151 18 2700 ADDITIONS:SIGNALIZED , Fikmme: VICTHIGHXLS Location: Victoria A" Mighland Ave. Turning Movement Counts Per CMP Requiremerb, ' Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT I Th I RT AM Peak hour 60 66 40 28 1 206 1 62 17 317 36 44 521 36 Peak hour Factor 0.60 0.62 0.93 0.76 PM Peak Hmr 39 J 167 1 54 42 1 122 1 27 56 690 71 46 590 b Peak Hour Factor 0.62 0.66 0.99 0.93 ln,wt DaN,B.br pg0.NING IT IT E.ftLT IT ' fmm le LT lT RT TOM LT TM1 RT TWI LT 1T 0.T Ttla LT TL RT Tda W 7:15 14 10 . 37 3 21 ] 31 7 N 3 IS 10 w 2 at 7:15 7:b 11 11 7 N 3 33 1. 50 4 52 2 5a 11 71 1. Po ]:30 745 21 1. 12 47 10 IB 1B t8 7 75 I N 7 68 2 BS ]AS 000 1B 10. 0 )7 11 b 21 62 3 79 7 w 10 Al B 150 k00 8;15 12 11 8 31 7 31 11 BB 6 Ge a so 11 87 5 Im p:15 pJ11 9 1. ] N 3 45 10 55 . 71 10 as a so at p:30 a.5 +0 17 1 28 63 B 74 t so a 93 3 a5 +I 100 p:15 0:00 10 18 3 31 ] 40 0 5p 2 69 11 at 12 11B 7 137 PTM N ]:.5 BAS ` 49 52 35 .] 9 169 51 14 16 28 JS W A 03 2] 150 2Q- 453-a m7-> 03- cup c.lc6buw NO 66 EB WB P...Nu.57. ..tl1 7Z;M 150 101 top 4n ' ]:1"d16 IM NO 310 .M 7:y 830 1.5 217 337 .JB 74"45 126 243 N] 453 $00.900 120 237 330 M0 M.em.n P..klb.gl{pa.tli 150 243 N] 463 ' Pw.15Mn.pylq.utll 47 74 0 150 4•P...I5nn.gq . lw ]96 372 WD PNF b...c hpuA ON 0.82 00 076 P...No-. NM1CrW 5aeetl.0 Fa.10.uf0 w.m.fe IT Tn RT IT TB R3 IT Ti, RT IT m RT i 700-800 o 32 u 0 0 0 0 0 0 0 0 7+1 x00 5 0 0 0 0 0 0 0 0 0 0 0 0 0 73oa 30 0 0 0 0 0 0 0 0 0 0 0 0 7Nx 45 0 0 0 23 16, 51 16 206 35 33 b3 27 x009 D0 0 0 0 0 0 0 0 0 0 0 0 0 -a, d 5. 32 23 169 51 10 AB 35 33 30J 27 ' PNF .E B0 66 .0 2B NO 82 17 >317 38 ' 521 JB EVENING NmltIT SdaDalna E.gIT IT bn to IT lT RT Ttla IT lA RT Ttl.l Li Ti, RT Tda Li TM1 RT Tea ' 4:00 4:t5 0 21 a 36 11 tt a N 17 171 15 203 2 b ] ]J .:+5 .30 5 32 1 .a 12 12 B YI 0 Iw 21 IM ] IB B a5 430 4.5 10 46 19 N 16 21 0 46 14 I]1 18 3lN 13 131 W 154 445 am 8 28 10 w B to B 35 15 11 12 2M 10 129 1. 153 500 5]5 B 30 N 53 3 17 7 32 24 159 4 187 9 151 11 171 ' 515 530 ] tB 11 J6 0 b 5 .4 0t 1b +0 lot +1 128 10 H9 Sl0 5.45 7 ti 10 36 to 32 6 46 7 165 1 1p) 13 1.1 t0 tN 6.5 B.W 6 I6 t 34 10 28 1. 161 a 113 11 129 7 1.7 PEM NJIIR 4'.b 5.30 N 122 14 as 42 al 29 45 74 667 45 204 43 50B 45 171 ` '- 157-> NO-> ` 637-> qqn. 2.1-a O.-> 753-> 602-> CMP C. 000 NO SO EB WB P..k.87 4:065:00 195 142 807 475 f.1S5:15 212 143 761 573 .'30.590 200 19 760 415 07 .5 1>1 150 IN 03] 500003 150 IN 7N 031 84.am.n P..Y Nwrq Nafi.tl1 212 IN W7 007 P..*11Mn 05 48 300 171 ' .•P..Y Is rl.q/4uwa NO In a+e 68. o4IF W P..Y 15-t..1 0.62 0.86 0.90 00 P..Y 15Mn1e W.V4eM 6wMUF10 Ett .N w.tlpwtl IT 1T FIT IT Th RT IT n RT IT A RT .005:00 0 0 0 0 0 0 55 6@ 70 0 0 0 ' 4'.15595 32 IN u 0 0 0 0 0 0 0 0 0 400.0'.30 0 0 0 0 0 0 0 0 0 0 0 0 4=45 0 0 0 0 0 0 0 0 0 43 us w 500000 0 0 0 37 107 21 0 0 0 0 0 0 ZT 32 n6 44 37 t 7 2. 55 002 70 43 5.9 45 MF .6 39 19 54 42 1'102 27 56 690 71 .6 590 45 Received Jun-09-98 12:33pm from CCITT G3 RKJK page 8 , JUN-10-9e 12 :44 PM P. 06 SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N-S STREET: VICTORIA DATE: 6/3/98 CITY: SAN ' BERNARDINO E-W STREET: HIGHLAND DAY: WEDNESDAY wwwrwwwwxmm wwa¢¢m===xa==raaamraamwraerROJw ECM TN 0316005A rwwwwwww ¢_ mata ' wwwwNORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL , LANES: 1 1 1 1 1 0 1 2 0 1 2 1 wasaamswswvxo¢xxmxxzexvaxaxaxxx xcxzsaxwamzxaca sxa==svm=sssaaammwwrwwrr...Qeax 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 14 19 4 3 21 7 7 28 3 10 69 2 187 15 AM 11 11 7 3 33 14 4 52 2 11 71 14 233 30 AM 21 14 12 10 19 19 7 75 1 7 85 2 273 45 AM 18 10 9 11 30 21 3 79 7 10 131 9 338 ' 8:00 AM 12 11 8 7 31 11 5 66 9 11 87 5 263 15 AM 9 14 7 3 45 10 4 71 10 9 BO 2 264 30 AM 10 17 1 2 63 9 4 BO 9 3 95 11 304 45 AM 10 18 3 7 40 9 2 68 11 12 118 7 305 9:00 AM 15 AM 30 AM 45 AM ' 10:00 AM 15 AM 30 AM ' 45 AM tt YVttt wlvvmvm¢w===3rtt it mwrrwwrvt mwwwwawma¢wmsC¢¢w=�==¢amveways:smva L^=aesmma TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 105 114 51 46 282 100 36 519 52 73 737 52 2167 AM Peak Hr Begins at 745 AM PEAK ' VOLUMES - 49 52 25 23 169 51 16 296 35 33 393 27 1169 ADDITIONS:SIGNALIZED ' ' Received Jun-09-98 12:33pm from CCITT G3 RKJK page 9 JUN-10-99 12 :44 PM P_ 09 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS CITY: SAN DATE: 6/3/98 N-S STREET: VICTORIA BERNARDINO E-W STREET: HIGHLAND DAY: WEDNESDAY ' osam¢=rws=acc=maasaacanamcavms=>¢=a>¢aa>rma>vasavc=amcPROJECeNmaO3'=ODw.raa> NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1 0 1 2 0 1 2 1 aav>c vvscvrvv=am=av¢==v¢cavvccavccarvc=a¢acmes=ara==v>¢ss>vcavmrvv=rvv=aavvca ' 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM ' 45 PM 4:00 PM 6 21 9 11 11 9 17 171 15 2 64 7 343 15 PM 5 32 11 12 12 6 9 163 24 7 79 9 369 30 PM 10 46 9 16 21 9 14 171 19 13 131 10 469 ' 45 PM 8 28 10 9 18 8 15 177 12 10 129 14 438 5:00 PM 9 30 14 8 17 7 24 159 4 9 151 11 443 15 PH 7 18 11 9 30 5 21 160 10 11 128 10 420 ' 30 PH 7 11 18 10 32 6 7 165 11 13 141 10 431 45 PM 6 16 12 10 28 6 14 151 8 11 129 7 398 6:00 PM 15 PM ' 30 PM 45 PM vaaara»c=aamc=at�c=ars=aaw=aarr=mraasracxarsaaara:aaas=mra=a¢a¢=vaawWaR¢aaTOTAL TOTAL NL NT NR SL ST SR EL ET ER WL WT ' VOLUMES w 58 202 94 85 169 56 121 1317 103 76 952 76 3311 PM Peak Hr Begins at 430 PM PEAK VOLUMES 34 122 44 42 86 29 74 667 45 43 539 45 1770 ' ADDITIONS:SIGNALIZED Ribrwme: PATTHIGH XLS Locebon: Patton Stab HospitatMighbnd Ave. Turning Movement Counts Per CMP Requirements ' Northbound Southbound Eastbound Weatbound , LT Th RT LT Th RT LT Th RT LT I Th I RT AM Peak hour 71 0 25 32 1 43 231 492 57 9 510 117 Peak flour Fsw O 0.55 0.62 0.69 0.79 ' PM Peak flour 07 3 42 133 F 11 225 46 T 715 60 6 672 13 Peak Hour Factor 0.71 0.76 0.96 0.97 eloammo _ ._ N,nrogna sgenq.a E..tLT LT Sqn la LT Te RT Tqa LT Tli W Tqa LT ID 0.T Tqa LT 1T 0.T Tqa ' );00 715 15 0 . 1B ] 1 12 16 18 J. 5 S) 0 BJ t5 Oe 7:15 )90 10 0 J 1] 2 0 10 12 25 8) 8 WO 1 N 10 10] 7:30 745 B 0 10 0 0 1 1 40 )0 12 112 0 85 2f toe nay rm 3 0 3 e e 0 +0 10 )9 1N a +GS 1 n0 Bo 1e1 am Bats 20 0 . 21 e + 12 19 2n 5 97 7 1A tai in ens 0 2 a 3 a + .5 0 2 3 0 ' B 103 4 105 1 915 A 0 1 2 e 163 5 w J , 1W 2 QI 6 1]t PEA(HOUR 7:15 e:15 39 0 1. 24 16 1 33 +9 159 3]e 39 10 . 5.0 115 161 s]e 274 02 CMP C.blwgn NB 56 ED WB P..l .By)1pe )aoa:w 46 47 ).t5d30 5] SO Sb 40 , 7.1"is Q 47 StG .G9 715055 W G 510 Stt 811 w 35 57 .N b1 ,&00 .nP k1.bhpwcf 53 62 S]6 511 P...1SAYn bMgp N 19 195 161 ' 4•Pass 15mn.b.PPp.g1 GB 76 700 6N P FM UUµpo.cn 0.55 0.82 OeG 079 P.5.rbv LT NuB sowewna E.tlL wwmue LT In RT LT TO RT LT 0 RT LT 1N RT 7:1"15 0 0 o a a o 0 0 0 0 0 0 7:15835 39 0 +. a 0 0 159 JJ0 3D 0 0 a 736830 0 0 a o 0 0 0 0 0 0 0 0 7AY015 0 0 o 26 1 B 0 0 7 va Ioo9ao o a o 0 0 0 0 0 0 0 0 0 0 0 Tq.N 39 0 1. 26 1 35 159 me 39 7 411 93 MF eU 71 0 8 4: .3 nl 192 57 9 51. 117 , EVENING NwINT LT E.tlLT LT 6cm to LT 1T RT Tqa LT ID RT Tqa LT 1T RT Tq.l R TO RT TWI C00 415 18 1 11 JO 22 0 38 SO 15 17. 17 208 5 e6 3 74 ' c+s .30 21 1 11 33 31 0 .B 19 +. +e2 10 +a. 3 as 10 +02 1]0 445 16 0 4 20 32 1 57 N 10 160 11 100 4 141 6 151 s BM 7 0 . 11 +9 0 33 52 5 10. 12 201 1 55 3 is9 S:.0 sus 9 0 1 to 1B 0 22 11 . 152 5 1e1 1 7, 1 1n 515 5]O 7 0 2 9 11 0 2; 40 9 112 5 +9e 1 +57 3 +e+ 5:30 s-15 3 0 t 4 11 0 14 25 7 174 6 137 3 107 2 372 6.5 6:00 5 0 1 B ] 0 61 6. 10 140 11 1.7 1 ISO 7 167 PFA6r R 4:+5 515 53 1 20 33 101 1 ISO 90 33 666 46 206 9 55S m to N-a .- 262-> •- ).5-> 565-> 1 70 CMp ClµWpon NS SB ED WB 4:WSW W 261 790 486 4:15.5-+5 74 x62 745 535 ..xis JO 50 2D )n 5 , 45 N 715 W 665 s:OOeAO 29 IN 190 7+1 en rgvman P...Mar b7 F{pnC1 w 201 790 an P«s 15Mn Ey)9P..m 33 W m In .•P..Y+5mn.b Iq.uM 132 360 e2. 692 , PNF+q PUe 1 Smn rt..rv.l 071 070 0 D 097 P..M ISA6 .. IM.OU.N SatMmnE E..WO1M W.ab.ntl LT ID RT LT ID RT LT ID RT LT TT RT S:00 fit 2 30 IN 1 176 N Bee 50 0 0 0 .:155: 0 0 0 a 0 0 0 0 0 0 0 a 30 , 4. 0 0 0 0 0 0 0 0 0 0 0 0 SS4 4"45 m 0 0 0 0 0 0 0 0 0 o a a a6e:0o 0 0 o a o 0 0 0 o s aN 13 Tq.n 61 la IN 1 176 N 660 se B e5. 13 PNF e6 S7 3 n 133 1 M 46 718 60 6 e 72 1] ' Received Jun-09-98 12:33pm from CCITT G3 4 RKJK page 10 JUN-10-9e 12 :45 PM P_ 10 ' SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N-S STREET: PATTON DATE: 6/2/98 CITY: SAN HOSPITAL BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY a¢¢aaw a a ¢ OT# =316006 aaa waawwgaa ..... NORTHBOUND SOUTHBOUND EASTBOUaaPWamaBOND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 2 0 1 2 0 vraaagasac-=saesvaawvvgawvscxs ease=¢zsaasaaaa¢aaaavrsaa¢¢aaaaaxacasavasc¢waaa ' 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 15 0 4 3 1 12 18 34 5 0 83 15 190 15 AM 10 0 3 2 0 10 25 67 8 1 84 18 228 30 AM 6 0 4 0 0 1 30 70 12 0 85 21 229 ' 45 AM 3 0 3 8 0 10 79 104 12 1 110 50 380 8:00 AM 20 0 4 6 1 12 25 97 7 2 101 26 301 15 AM 6 0 1 7 0 2 17 58 8 0 95 8 202 30 AM 1 0 2 5 0 11 11 84 8 4 105 9 240 ' 45 AM 1 0 1 5 0 8 5 101 3 2 121 8 255 9:00 AM 15 AM ' 30 AM 45 AM 10:00 AM 15 AM ' 30 AM 45 AM wasaavrvwawcasvawwvwwwwwgs¢aaavwrgaacc===aaaavwaaaaac====avvrrawaraaaa¢aarwaq TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' VOLUMES w 62 0 22 36 2 66 210 615 63 10 784 155 2025 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 39 0 14 16 1 33 159 338 39 4 ]80 115 1138 ADDITIONS:SIGNALIZED Received Jun-09-98 12:33pm from CCITT G3 - RKJK page 11 , JUN-10-98 12 :45 PM P. 11 1 SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N-S STREETS PATTON DATE: 6/2/98 CITY: SAN , HOSPITAL BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECTA' 0316006P ' mwv awwmwvas=avmaamaaayswvmaxcmammwwvmvavv ax=oxs xawvaavwavwaswwvwwwammax=vxsc NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' LANES: 0 1 0 0 1 0 1 2 0 1 2 0 vaaw wwvaac ec=vvvvvvavwvvaxsxmmmvvv vmav=====aw a wwwvavwawwwwwmoawwwwocawvvsaamm 2:00 PM ' 15 PM 30 PM 45 PM 3 :00 PM ' 15 PM 30 PM 45 PM ' 4:00 PM 18 1 11 22 0 38 15 174 17 5 66 3 370 15 PM 21 1 11 31 0 48 14 162 18 3 89 10 408 30 PM 16 0 4 32 1 57 10 168 11 4 141 6 450 45 PM 7 0 4 19 0 33 5 184 12 1 155 3 423 ' 5:00 PM 9 0 1 19 0 22 4 152 5 1 171 1 385 15 PM 7 0 2 11 0 29 9 182 5 1 157 3 406 30 PM 3 0 1 11 0 14 7 174 6 3 167 2 388 45 PM 5 0 1 3 0 81 10 146 11 1 159 7 424 , 6:00 PM 15 PM 30 PM , 45 PM aamvaaaaoaaaaama aaaaaLL¢amwaaaw�SO'3xavawCmv=�=OiiwwaPaax==aaawawaavamammmama= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 86 2 35 148 1 322 74 1342 85 19 1105 35 3254 , PH Peak Hr Begins at 415 PM PEAK VOLUMES - 53 1 20 101 1 160 33 666 46 9 556 20 1666 ADDITIONS:SIGNALIZED Fianame: CENTHIGHXLS Loeabw: Central A"Mighland Ave. ' Turning Mwemerd Counts Per CMP Requirement ' Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT I Th RT AM Peak Hour 75 0 29 C9tlfi>MpD 7N40 0 424 28 5 623 0 ' Peak Hour Factor 0.88 9DN/0! 0.81 0.76 PM Peak Hour 61 0 19 MWea m" 11p90 0 778 50 9 667 0 Peak Hour Factor 0.75 *DN/01 0.99 0.96 MORN7 G NRn LT LT E..roeule LT ryp0 to LT Tp RT Tda lT TO PT Total LT Tli 0.T TM.I LT ID RT Ttla )p] 7:15 1. 0 7 21 0 0 0 0 0 m B 45 1 74 0 75 7:15 ):w 16 0 0 2. 0 0 0 0 0 84 10 74 3 V 0 H 7:30 7:.5 15 0 5 20 0 0 0 0 0 62 6 58 2 N 0 101 7;45 SAO 16 0 6 22 0 0 0 0 0 103 5 To 1 155 0 157 800 Sys 1B 0 ) 26 0 0 0 0 0 100 5 105 1 10) 0 101 Say 530 10 0 3 13 0 0 0 0 0 SB J 61 1 0 0 M e]0 S45 13 0 J 16 0 0 0 0 0 S3 6 SB 1 115 0116 045 a0a n 0 . 15 0 0 0 0 0 iM 9 Ill ] IIB 0 tat PEAK HOUR 7'45 $45 58 0 19 26 0 0 0 0 0 344 19 113 4 473 0 157 uw„m n-> D-, - In-> - n)-> 44pp 0-> 23-> 383-> 531-> G61P C.1yptlN NB 6e Ell W6 P.ak Nn.B7 A. 7.M M 57 0 29s 417 7:158x5 92 0 ass .w 7:362.45 e1 0 342 02 74"45 n o J63 4" $Mow 70 0 M8 451 n4.un..n Peak rw q Ar4.... 92 0 we In Peek 15M 17 N4+a.N 26 0 113 157 4•Pa.1541.n g7v4...m 1a 0 462 no PNF lk, akpm.. Dee wrvlol 0.81 070 P.. NoMOane SW14u.tl E.eG W W..ewM LT In RT L1 TK RT LT TS RT IT 1n RT 7x0200 0 0 0 0 0 0 0 0 0 0 0 0 7;156]5 e6 0 26 0 0 0 0 0 0 0 0 0 7302.45 0 0 0 0 0 0 0 0 0 0 0 0 )4se 45 0 0 0 0 0 0 0 0 0 4 o soopm a o 9 0 0 0 0 34s n 0 0 0 0 TobN ae 0 21 0 0 0 0 345 n 4 473 0 ' PNF 75 0 29 rorvm .mv191 wrvm 0 >.x. 2e s ea 0 EVENING LT IT E..1LTW W.NT.w Swn IR Li T RT Teal li lA RT Ttla LT 1N RT Ttla Li ID 0.T Taa 4w 4.15 B 0 2 11 0 0 0 0 0 192 15 M7 1 e6 0 e6 4.15 4:J0 16 0 4 20 0 0 0 0 0 19J It A. S6 0 9J 4]0 445 6 0 3 D 0 0 O 0 0 1D1 1• p5 ] 145 O 1.. 4:45 500 14 0 2 16 0 0 0 0 0 187 10 207 3 H4 0 117 5w 5:15 10 0 5 15 0 0 0 0 O IBD B 'n 118 0 teD ' 515 Sw 7 0 2 9 0 0 0 0 0 1H t5 l0 2 153 0 155 5.30 545 12 0 5 17 0 0 0 0 0 175 1) t67 B 160 0 t66 6.5 QM tt 0 4 15 0 0 0 0 0 1w 1. tp. 0 10 0 156 PEAK R 445 545 43 0 14 20 0 0 0 0 0 725 45 X17 12 625 0 lop ..0 57-a 0- n0-> 037-> .n 57-> �- n9-> .- 6oe-a CT.1P Cm.. NB 56 EB WB Peak Ma.BY NA^.0 4W5:00 56 0 8S .51 4:155'15 w 0 793 55, 4.a S 5.0 .B 0 7e6 617 .'.1545 0 770 e37 S:OOe m.00 58 0 757 640 Anm..n PeakNwq'Arpwdi w 0 $23 e.8 Peak 15ARn er APPga6 70 0 207 tee 4-Peak 1Smn yl{pwcA e0 0 eta e)6 FHF M Peak li .. 1 075 60Nq�. O.pB 098 Peak 15NN. NMIEwN SdeMwN E.YDaOe, w..Ofwtl IT Tli RT IT Th RT LT 711 RT IT TS RT 400500 0 0 0 0 0 0 0 n3 w 0 a 0 ' 41 30 40 0 14 0 0 0 0 0 0 a 0 0 430530 6 0 0 0 0 0 0 0 0 a o 0 4 455 45 0 0 0 0 0 0 0 0 0 0 0 0 S a w 0 0 0 0 0 0 0 0 0 9 637 0 T.1.N 46 0 1. 0 0 0 0 773 w 9 637 0 PNP .a 61 0 19 "DWO WIVNI 60NA' 0 n9 w 667 0 Received Jun-09-98 12:33pm from CCITT G3 RKJK page 12 ' JUN-10-98 12 ]46 PM P. 12 SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN ' BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY ' PROJECT# 0316007A , aa+mwrawaranasaaaaas=v+as+mrvwrar+raaaaraaaaac=ssxammxaramarrrmamammmwaaraaa NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' LANES: 0 1 0 2 0 0 2 aaacwaa ma rrwr aararam==mammwarrm+maaarmmvs=xaaa r+r+r+srr+wwrraa+rwr+++rrrrrr+w 6:00 AM , 15 AM 30 AM 45 AM 7:00 AM 14 7 36 9 1 74 141 , 15 AM 16 8 64 10 3 81 182 30 AM 15 5 62 6 2 99 189 45 AM 16 6 103 5 1 156 287 ' 8:00 AM 19 7 100 5 1 107 239 15 AM 10 3 58 3 1 95 170 30 AM 13 3 83 6 1 115 221 45 AM 11 4 104 9 3 128 259 ' 9:00 AM 15 AM 30 AM 45 AM ' 10:00 AM 15 AM 30 AM , 45 AM a:amara=a=maarrrwaaamaarrmrr+a==mmaa+rwrrwaaxssxamaaa+wmassssa=naaacamarararc TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES m 114 0 43 0 0 0 0 610 53 13 855 0 1688 AM Peak Hr Begins at 745 AM PEAR VOLUMES a 56 0 19 0 0 0 0 344 19 4 473 0 917 ADDITIONS: 1-WAY STOP ' NORTHBOUND r Received Jun-09-98 12:33pm from CCITT G3 - RKJK page 13 JUN-10-98 12 :46 PM P. 13 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY ' PROJECT# 0316007P v-v---v-v---v-mvvvv==vma vmrmrvvamoasaaaaarvvmamvvasax=csxx avvvaaammvvmmmmmmrm NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' ML NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 2 0 0 2 vwmvmrvmvama=aamvvvav saves=scamvvmravvaaa=c=a vmavvmrrmavvvvmvvavvmvcaazcsvv. ' 2t00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM ' 45 PM 4:00 PM 9 2 192 15 1 65 284 15 PM 16 4 193 11 4 86 314 30 PM 6 3 191 14 3 145 362 45 PM 14 2 197 10 3 144 370 5:00 PM 10 5 169 8 1 168 361 15 PM 7 2 184 15 2 153 363 30 PM 12 5 175 12 6 160 370 45 PM 11 4 180 14 0 156 365 6:00 PM 15 PM 30 PM 45 PM vvavvmv==amssava=amvvrvvvv==xmvav-vmx=axvvvvraaas=xsmzvamrvvmammaxsa=xmvvvvv= TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES m 85 0 27 0 0 0 0 1481 99 20 1077 0 2789 PM Peak Hr Begins at 445 PM PEAK VOLUMES m 47 0 14 0 0 0 0 725 45 12 625 0 1464 ' ADDITIONS: 1-WAY STOP NORTHBOUND 1 Filename: CENTPACIALS Laeabon: Central A"JPacific SL Turning Movement Counts Per CMP Requirements , Northbound Southbound Eastbound Westbound ' LT Th RT LT Th RT LT Th RT LT Th Ri AM Peak Hour 79 19 50 33 15 4 35 116 10 33 126 69 Peak Four Factor 072 0.75 0.67 0.71 PM Peak Hour 76 13 112 46 13 9 2D 142 42 39 63 31 Peak Hour Factor 0.69 0.65 0.61 0.91 treat W.BAoIt MORMNG LT swum.w LT w,.LT eon 1, LT Tn AT TY,I LT TM1 AT Ttl,l LT ID AT Tabl LT ID AT Ttl,l 7DO 715 2 1 3 6 10 0 0 10 10 21 2 n 3 1. B 26 , 715 730 4 4 7 15 1a 2 1 13 14 19 1 3. a 21 3 30 730 745 7 3 14 24 1 6 1 10 3 30 2 35 a 32 16 57 745 am 1e 3 9 2e 4 1 1 e 6 31 4 41 4 is 13 33 e00 e:15 n e 11 37 2 2 2 6 3 18 5 20 4 n 1i 41 e Is e:M 14 2 2 18 2 3 2 7 1 12 3 1e 5 9 10 24 ' 8.30 845 12 3 3 1e 7 3 1 11 3 1. 2 19 7 11 11 29 645 goo 17 2 2 21 e 2 1 B 2 a 4 is 9 12 9 30 PW MOUfl ]:15 $15 47 1B 41 37 17 13 5 13 26 B6 12 .1 23 69 49 57 IN 35— tb—a 181_a , pp6 v 91—a a— .8—. 156—> — 141—a MI,C,bYean NB 50 ED WB P..—B7 Npo,[A 79 w 73 39 143 146 7]:11e10 IN 35 138 181 .1 8815 107 29 IN 155 715845 101 30 102 1n 6.00900 w 33 76 124 M,nnvn P.011a,p7µporn 107 30 143 151 Pa,15Mn.lyµpv,a 37 13 41 57 4-P 148 52 la me ' PNF M1r„mµve,rn 072 075 087 0.7+ P."lw NunmM salbwd E.. w,.1m.0 LT Th AT LT TB AT LT T5 AT LT T5 AT 700600 0 0 0 25 11 3 33 101 9 0 0 0 71"15 0 a 0 0 0 0 0 a 0 - n 69 49 , 730e 3a 57 14 36 0 0 0 0 0 0 0 0 0 74"45 0 0 0 a o 0 0 0 0 0 0 0 a00-000 0 0 0 0 0 0 0 0 0 0 0 0 TMis 57 +. 36 25 11 3 33 10+ 9 n e9 49 R F .o 79 19 50 33 +s 4 39 +m 10 3] 126 6B 1 EWXE . -' `- NdeLT s,tlLT LT LT from 1. LT Tp AT Ttltl Li T1 AT Ttltl LT In RT Tp,i LT ID AT Ttl,l 4W 415 • 2 9 15 10 3 2 15 7 9 1 17 1 10 1 12 , 415 430 0 8 11 n B 2 2 13 12 1. 3 29 2 11 2 15 490 445 18 + 1. 33 11 5 1 +7 6 21 2 29 4 B 1 14 445 s Do 21 4 18 43 9 1 3 13 2 30 8 38 7 13 9 20 500 515 17 3 21 41 7 1 1 9 7 35 B 51 5 19 5 29 515 5.30 t5 2 30 47 12 2 2 to 3 29 11 43 B 71 N 5.30 5.5 17 3 31 51 13 2 1 t6 4 21 8 33 10 18 10 36 , $45 8:00 12 3 20 43 11 1 1 13 2 18 7 27 11 17 9 37 PEM 110LIR 445 545 To 12 100 51 41 6 7 17 16 115 N 51 31 71 20 38 .LpucD 182— _ 54—. 165—> in—a 9•wn: — 50—> 71—a a_ 258—> c_ La— CMP L}kJ — NB SB ED WB PoY Inv B,M ..l 4005W 114 58 113 70 4:1"15 w 52 147 87 430530 in lw 55 1e1 ' 446545 182 54 165 130 500-000 152 54 154 138 Ipm,.n P.n IMr4,µpuN 182 58 1e5 in P.,.11th..".ypwrlr 51 17 51 M 4-P...t Smngµvwm 2w 58 2w 152 P14F for Pn81 009 095 081 091 P..ISIMIe !1»eovrrl Swenw.n Egogg r W.rew,E LT T11 AT LT T11 AT LT Tn AT LT T11 AT 4005.00 0 0 0 30 11 8 0 0 0 0 a a 4155:15 0 0 0 a 0 a D 0 0 0 0 0 4:30530 a 0 0 a a a o 0 0 a a a ' 4 455 45 70 12 IN a a a 16 115 M 0 0 0 S:WAaO a D 0 0 0 0 0 0 0 35 75 28 70 12 IN 39 11 8 16 115 34 35 75 25 Ttl,k Z . 78 13 112 45 13 9 20 142 42 39 83 31 Received Jun-09-98 12:41pm from CCITT G3 - RKJK page 1 SUN-10-98 12 :48 PM P. 01 ' SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: PACIFIC DAY: TUESDAY t PROJECT# 0316008A vvvvvvvvvmvvacsmm mmmvavm=mvama mmamvascsammvvmva<mv===a=vvsmmammmvaaaavmmvamms NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 1 0 1 1 0 ammmm mmmaysn am=samvavmmv c=a¢¢¢¢svmvv==svvsvvv v vvvmvxa==¢avvmvammmmvnnvmsasaas ' 6f00 AM 15 AM 30 AM 45 AM 7:00 AM 2 1 3 10 0 0 10 21 2 3 14 9 75 15 AM 4 4 7 10 2 1 14 19 1 6 21 3 92 30 AM 7 3 14 1 8 1 3 30 2 9 32 16 126 ' 45 AM 16 3 9 4 1 1 6 31 4 4 16 13 108 8:00 AM 20 6 11 2 2 2 3 18 5 4 20 17 110 15 AM 14 2 2 2 3 2 1 12 3 5 9 10 65 30 AM 12 3 3 7 3 1 3 14 2 7 11 11 77 45 AM 17 2 2 6 2 1 2 9 4 9 12 9 75 9:00 AM 15 AM 30 AM ' 45 AM 10:00 AM 15 AM 30 AM 45 AM _ ommmmsmmmmmvmmmvmmm ammmvmmva¢mmaamansss ss3aasamvmvmacaasvammmmvvmvv avazaysmv TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' VOLUMES 92 24 51 42 21 9 42 154 23 47 135 88 728 AM Peak Hr Beqins at 715 AM ' PEAK VOLUMES a 47 16 41 17 13 5 26 98 12 23 89 49 436 ADDITIONS:2-WAY STOP NORTHBOUND/SOUTHBOUND 1 Received Jun-09-98 12:41pm from CCITT G3 RKJK page 2 JUN-10-9e 12 :49 PM P, 02 SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N—S STREET: CENTRAL DATE: 6/2/98 CITY: SAN ' E—W STREET: PACIFIC DAY: TUESDAY BERNARDINO az ww wwwx=wwwa=ahwacaaev==woh a maaaxavvvaawwvPROJECT# 0316008P ' NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUNDaeazewwwahw NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' LANES: 0 1 0 0 1 0 1 1 0 1 1 0 awaiwwaSSahwwsxahwwi6=pwavvC3a wv vaCVaaavxvvawaCaavwacT-aa4CCJ3avi�avv rhaavvvia 2:00 PM , 15 PM 30 PM 45 PM 3: 00 PM , 15 PM 30 PM 45 PM ' 4:00 PM 4 2 9 10 3 2 7 9 1 1 10 1 59 15 PM 6 6 11 9 2 2 12 14 3 2 11 2 80 30 PH 18 1 14 11 5 1 6 21 2 4 9 1 93 , 45 PM 21 4 18 9 1 3 2 30 6 7 13 9 123 5:00 PH 17 3 21 7 1 1 7 35 9 5 19 5 130 15 PH 15 2 30 12 2 2 3 29 11 9 21 4 140 30 PM 17 3 31 13 2 1 4 21 8 10 18 10 138 45 PM 12 3 28 11 1 1 2 18 7 11 17 9 120 6:00 PM 15 PM 30 PM , 45 PM azz avz avavawaz asvaz acaaaaaawawwwhaaz saaxaz vzz arwawxaxxaawwwhww�:wzaa-w-�--�-- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 110 24 162 82 17 13 43 177 47 49 118 41 883 PH Peak Hr Begins at 445 PM PEAR , VOLUMES = 70 12 100 41 6 7 16 115 34 31 71 28 531 ADDITIONS: 2-WAY STOP ' NORTHBOUND/SOUTHBOUND 1 Filename: ORANHIGHXLS Localpn: Orange SUHighland Ave. ' Turning Movement CGUnta Per CMP Requirements Northbound Southbound Eastbound Westbound LT Th RT LT Th Ri LT Th RT LT Th RT AMPeak Hwr 70 121 24 195 1 158 1 91 39 304 29 49 434 121 ' Peak Flout Factor 0.62 0.72 0.93 0.61 PM Peak Four 68T 29 45 66 33 40 96 642 106 42 467 135 Peak Hour Factor 0.93 0.67 0.96 0.96 ieIvut bit. MORNING LT xweq.m FagLT LT horn 10 LT Tli PT Tqa LT In 'flT iqa LT ID RT Tda LT 1n RT Tgal 7:W 7115 16 1 2 21 9 3 18 W 4 49 7 00 2 51 1 57 7:15 7 W 13 Is 3 32 m 10 15 47 6 37 a b 7 45 14 W 7.x0 7:15 11 24 . 39 31 31 21 83 9 44 14 71 10 IN 20 151 745 a.D] 15 JJ 5 53 W 43 18 111 11 M 10 85 8 07 ]1 1]e DO B.Is 1e 27 0 a. 37 20 1+ n 14 57 D so 13 n 22 IN ' 8'1s 830 u 5 s 24 P 4 7 2a 9 44 s ax 3 n 1a 9e eao x45 Il 7 e 24 +o s 7 m 7 70 1 9a a e2 ) 9s 845 900 10 4 3 17 11 2 5 to 4 80 6 92 4 a1 a 93 PEAR H R 7.30 540 59 80 22 N tl5 10T 57 111 43 237 36 0] 40 W 9a 151 170-a 290-> 318-> h "D-> yArt 2]0-> IDS-> 3D4-> b7-> _ CMP C..- Ne BB ES we P...I BYA ,I, 79x-000 145 271 2x4 .30 lase:is l7. Jm 284 419 7.4O .5 170 299 me 4x9 nsa'U 119 145 U7 433 e:o6D:W n9 us x47 aW Mmm.n v..x lM.b/A{pwCi +78 x18 ]47 00 :...1 ' 5Mn ay Npo.di 16 111 93 151 •vuY 1Smn.b/hpu A 212 372 004 PNF 1or..mµvwln O:I 072.)2 0.04 Oat Pk M. IdOMUW SwOtwM E.M W..INM LT To RT LT Tn RT LT ID RT LT To RT 7A W 0 0 0 0 0 o D o 0 o D 0 7:154:15 se Im 20 +40 113 e5 0 0 0 o D o 7.3 U 0 0 0 0 0 0 0 0 0 40 x51 9e 745:45 D o a a 0 0 0 0 0 0 0 0 amew 0 o a 0 0 0 36 2e. 27 0 0 0 Tq.If se 100 20 110 113 e5 ae 244 27 40 351 9e ' PNF ea 70 121 195 159 91 3R _>Ja 29 49 4 4]4 121 EVENING NMMUne Sou E.N W.negna Irom In LT TM1 RT Tqa LT LT ili RT Tqa LT li 11, RT iqa LT TS RT Tqa ' 400 415 12 4 3 19 13 4 11 26 15 49 21 185 5 101 13 119 4'.15 4:30 m a 5 24 15 9 B 2) 14 158 23 103 8 119 1s 110 4.Ja 445 m 7 B 32 II e 19 2] +et 27 zl1 t1 +27 25 445 50 17 4 5 26 ID 5 8 31 w 152 2'. 900 9 111 28 t5. 5W 5:15 19 B it 33 21 10 7 ]B 79 117 30 me 8 121 37 tab 515 530 11 ) 9 27 14 e 8 JO 21 135 26 1" a 112 ]I 151 ' S.]0 545 1] 8 12 31 +e 6 7 29 n 142 22 187 10 +1D w Im 6.5 a:oo 14 9 10 32 17 5 11 33 20 +53 24 107 1. +1. 32 1. PFAKt R ..]a 5.91 93 2. 31 33 75 20 35 40 99 595 107 211 Ja m tla IN .m - 118-> 4_ 139-> - w1-> - GJt-> ' .o N1 172-> - 701_> ._ 575-> CMP C.be.- Na 58 EB WB P..1t.By I{pucn 4 065 W 101 126 789 573 4I1S5:15 115 Im at0 020 4,465:30 118 x01 031 139 4Y55 IN 45 117 129 777 x29 5:W4:W 1x3 1]0 774 635 M.vmm P..x Nwrq Kpucf 123 139 :10 635 It P..x 15n.q/INO.Ci 33 40 211 tee I 4•P...1Smn.DY AtP..N lag te0 844 ee4 PNF1n P..xlS nttt .l 0.63 0.67 am ON P..k 1SMN< NrtOM na a� EtgagFq W.gawtl LT ID RT LT To RT LT ID RT LT TN IT 49650D o 0 0 0 0 0 0 0 0 0 0 0 .:u515 0 0 0 0 0 0 92 ate 102 0 0 0 axi530 0 0 0 75 29 35 0 0 0 a o 0 445545 0 0 o a o 0 D G a o o It 5oo-0:W 5. 27 42 0 a o 0 0 0 10 166 12e Tq.h 51 27 4 75 29 35 92 em 102 40 466 129 PNF ea se t 45 86 33 40 0 M2 1 W 42 487 135 Received Jun-09-98 12:41pm from CCITT G3 RKJK page 3 .TUN-10-9e 12 !49 PM P. 03 SOUTHLAND CAR COUNTERS , VEHICLE AND MANUAL COUNTS N-S STREET: ORANGE DATE: 6/2/98 CITY• BERNARDZNO t E-W STREET: HIGHLAND DAY: TUESDAY PROJECT,9 0316009A ' mrr arvmv arr v=z rvwa=z vavaavevvnasv+va=v++vvaa vvrwa=araaa=ssaac====vvavaaaavamv NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL , LANES: 1 1 0 1 1 0 1 2 0 1 2 0 maarmvcacv+aa=mvvva==amra=vavvvv===araaa=vvvmmaaav+vvcazvrwzaa¢aw+wra=xcsamc 6:00 AM , 15 AM 30 AM 45 AM 7:00 AM 16 3 2 9 3 18 4 49 7 2 51 4 168 15 AM 13 16 3 22 10 15 5 37 6 7 65 14 213 30 AM 11 24 4 31 31 21 9 48 14 16 106 29 344 45 AM 15 33 5 50 43 18 11 64 10 8 97 31 385 ' 8:00 AM 19 27 8 37 29 11 14 57 9 13 71 22 317 15 AM 14 5 5 17 4 7 9 68 5 3 77 16 230 30 AM 11 7 6 10 5 7 7 79 7 6 82 7 234 45 AM 10 4 3 11 2 5 6 80 6 4 81 8 220 , 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM v+wwnvmaw cazw aaa==zww as=acvmas=ar++n=cvn wvvm=avrvvs=aar++==avvaacaava=aavvavp TOTAL 109 119 36 187 127 102 65 482 64 59 630 131 TOTAL VOLUMES 2111 AM Peak Hr Begins at 730 AM PEAK ' VOLUMES a 59 89 22 135 107 57 43 237 38 40 351 98 1276 ADDITIONS:SIGNALIZED ' Received Jun-09-98 12:41pm from CCITT G3 - RKJK page 4 JUN-10-98 12 :30 PM P. 04 I SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ORANGE DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECT#' 0316009P aavwaaaso====av av aa------sxx==aszzwwwvavwavvaavmcxa=ac= __ -asa NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES- 1 1 0 1 1 0 1 2 0 1 2 0 vwwavawa vv tra==aaaaa==m=awvvwwvv vwwwvwa==a==zza camzwaaaaawvavvavvwwvaavvvaavvc 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM ' 45 PM 4:00 PM 12 4 3 13 4 11 15 149 21 5 101 13 351 15 PM 13 6 5 15 3 9 14 156 23 6 119 15 384 30 PM 19 7 6 22 6 12 23 161 27 11 127 22 443 ' 45 PM 17 4 5 18 5 8 26 152 22 9 117 28 411 5:00 PH 16 6 11 21 10 7 29 147 30 8 121 37 443 15 PM 11 7 9 14 8 8 21 135 28 8 112 31 392 30 PM 13 6 12 16 6 7 23 142 22 10 119 29 405 45 PM 14 8 10 17 5 11 20 153 24 14 114 32 422 6:00 PM 15 PM ' 30 PM 45 PM avvw wvvavawwsawwwsscszwwvwvaav=vc=w wwawowaaaas=sysaavvwvwwvwvwwawawawa a=wwwc TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES 115 48 61 136 47 73 171 1195 197 71 930 207 3251 PM Peak Hr Begins at 430 PM ' PEAK VOLUMES = 63 24 31 75 29 35 99 595 107 36 477 118 1689 ADDITIONS:SIGNALIZED Filerame: PALMHIGHXLS ' Location: Palm AvelNi9hlond Afro. Turning Me oment Counts Per CMP Requirements ' Northbound Southbound Eastbound Westbound ' LT Th RT LT Th RT LT Th RT LT Th RT AM Peak Four 84 126 1 52 46 147 147 101 274 118 41 326 40 Peak Hour Factor 0.65 0.82 0.83 0.89 ' PM Peak Hour 158 109 133 60 76 104 79 543 141 87 457 39 Peak Hour Factor 0.85 0.80 0.96 0.94 WRNM - NdOOCnO SwlKwq a..ma.M W..1EwM 6mm to LT TM1 RT TM.I LT 1n RT Ttl.l LT 71, RT Total LT m RT Teal 700 715 10 5 2 17 3 B 18 X 7 41 11 59 5 b 3 w ' 215 730 15 4 1 20 4 B 17 w B ]7 13 Be 6 42 2 w 290 245 26 B B 41 a 12 42 62 9 52 18 a4 7 89 a 102 745 a00 31 11 a w B 21 30 as n 71 29 123 10 79 7 Ba 6 BIB n 13 6 .1 5 18 28 51 1B Be 21 W 6 w 9 at at5 6.30 13 31 16 W 13 33 26 74 24 45 24 w 12 W 14 85 ' eoo e.5 7 28 13 56 9 29 32 20 18 51 b 92 9 50 lz 7s 645 900 20 37 9 Be 11 41 33 85 28 48 16 92 a N 12 w PFAR NWR 745 645 83 63 43 66 36 101 R. as 63 me W 123 30 253 .7 102 .3poa. 269—, .— 261—> ._ 406—> .— yprt .— 213—> ._ n7—> .— 305—> ._ 459—, CMPC.bAmb. NO SB ES WB P..M IW B7 MPO.tli 706500 126 162 322 292 715615 uz 200 Sea 329 ' 7:4"45 102 n3 345 345 $MOMZoe 281 475 330 B:o6B as as 2e1) 375 300 auRmm P.m llu.terhw..m 225 280 NO ae. w k15654.ByN . as 85 1n 102 P.16m.. 2e. NO 02 406 PNF m..m6 0 085 0.62 0.63 069 P...IW KWiwnf SaOOp.d E.YW.tl W..Iau.E LT II, flT LT Tlr RT LT T6 RT LT TM1 RT 7:O6e-W a 0 0 0 0 0 0 0 0 0 0 a 7164:15 0 0 a o 0 0 0 0 0 0 0 a 74"45 0 0 0 0 0 0 0 0 37 0 291 36 746o4s 0 0 0 a 0 0 e3 no 07 0 0 0 e069ao n toe .. 3s 121 121 0 0 0 0 o a Ta." 72 toe w 35 121 171 e3 no e7 37 291 36 R F ANit.d 6. 12a S 46 147 147 101 274 116 41 326 40 EVENING Ndlroana s.uNrond E..lewnd W.alewnd from to LT m RT Ta.l LT m RT Ta.I LT m RT Ta.l LT m RT Ta.I fW 415 z0 19 26 55 10 9 23 42 1. iu 41 177 20 113 7 140 ' 4e5 430 n n 21 71 6 1. 19 41 le u9 31 168 22 102 10 134 c30 445 32 1a M 72 7 is 18 40 12 126 n 171 18 65 11 114 f46 SW 39 n 35 IN 1. 19 27 N M 131 38 189 26 0 to 141 5w 5:15 35 28 20 92 9 11 22 42 18 13B 37 IBt n 107 6 136 5-.15 sM 29 21 27 77 13 14 19 46 w 127 29 IN 19 116 9 NB 5.4 545 31 15 23 69 12 17 15 w 21 103 22 146 14 IN 6 in , 545 6:00 27 to 1B at 10 12 1B SB 18 Ito 19 145 15 1R a 135 PEAR IM)R 4w 5:N1 135 W 113 100 43 59 Be w 76 520 135 191 w 40B R lb Al—, — 1"—> 731—> — 537—> .,t .— 211—, ._ 2w—> .— 676—> — M—> ' CMP C.k .m NB S5 EB WB P.0Ily B7 N .O 406500 306 163 703 529 4155115 03s 183 717 525 445.30 341 lee m 537 .46545 331 192 706 549 SODB90 2B8 170 eel 543 BYVm.n P...w.y Npum M1 192 731 me P..k 1N .to,µplf 100 a0 191 lb 4•wu 15mn.y I{p 477 240 7" 564 ' RFM P..k IS mpnl 095 0 B0 aBB 045 Puk 15# . 7lnanw4W Swecw.N E.a18wM W.m7M,t LT TN RT LT 71, RT LT nt RT LT T11 RT 4965:60 0 a 0 0 0 0 0 0 0 0 0 0 4'.15.5 is 0 a 0 0 0 a 0 0 0 0 0 0 445.30 135 93 113 0 a a 76 520 135 0 0 0 ' 445545 0 0 0 .6 61 83 0 0 a 62 430 37 5664100 0 0 0 0 0 0 0 0 0 0 0 0 Ttl.h 135 93 113 41 61 63 76 520 135 82 430 37 R1F .d 168 109 133 60 76 104 79 543 141 87 457 39 Received Jun-09-98 12:41pm from CCITT G3 - RKJK page 5 JUN-10-98 12:50 PM P. 05 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N-S STREET: PALM DATE: 6/2/98 CITY: SAN BERNARDINO DAY: TUESDAY E-W STREET: HIGHLAND PROJECT# 0316010A saracrr=arsaNORTHBOUND�aC9SOUTHBOUND ac aaEASTBOUND aaxaaWESTBOUND as aaa r NL NT NR SL ST SRO EL ET ER WL WT o TOTAL �LANES, axaas?arsa'vscvslcaax=ar=xaa=ascxra=aaaxaraxaraaasl =-?aacaaraasrsaa I 6:00 AM 15 AM 30 AM 45 AM 36 3 150 7:00 g AM 15 4 1 4 8 17 6 37 13 6 42 2 155 30 AM 26 6 9 8 12 42 9 57 18 7 89 6 289 45 AM 31 11 8 9 21 36 23 71 29 10 79 7 335 8:00 AM 22 13 6 5 18 28 18 58 21 8 64 9 270 15 AM 13 31 16 13 33 26 24 46 24 12 59 14 313 30 AM 17 28 13 9 29 32 18 51 23 9 50 17 296 45 AM 20 37 9 11 41 33 28 46 16 8 44 12 307 9:00 AM 15 AM 30 AM ' 45 AM 10:00 AM 15 AM 30 AM 45 AM aam aascaarcaoc=aaaaarcamac�sssssa=a�s=aaacav°ca�=x°ERa'rW�raa�aasa�sasaTOTAL TOTAL NL NT NR SL ST SR EL ' VOLUMES 154 135 64 62 171 234 133 409 155 65 463 70 2115 AM Peak Hr Begins at 745 AM PEAK 97 39 252 47 1214 VOLUMES 87 83 43 36 101 124 83 226 1 ADDITIONS:SIGNALIZED 1 Received Jun-09-98 01 :01pm from CCITT G3 - RKJK page 1 JUN-10-98 01 :07 PM P_ 01 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PALM DATE: 6/2/98 CITY: SAN , BERNARDINO E—W STREET: HIGHLAND DAY: TUESDAY PROJECT# 0316010P , vvvavavvmvramwrrrrassaaszmvr:wrwwawww¢aaa¢¢caamaa swaaravwvasavvrvw¢sammsxaxac NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL , LANES: 2 1 1 1 2 0 1 2 0 1 2 0 rwwwwwaaawasm wwwaw¢=_sa=aawavwwwvwmxavcsaxmww wwwwrwrwsaomc wrwwwwawwwwwwrrwrww 2:00 PM 15 PM 30 PM 45 PM 3:00 PM ' 15 PM 30 PM 45 PM ' 4:00 PM 20 19 26 10 9 23 14 122 41 20 113 7 424 15 PM 27 23 21 8 14 19 16 119 31 22 102 10 412 30 PM 32 18 22 7 15 18 12 126 33 18 85 11 397 45 PM 39 26 35 14 19 27 22 131 36 26 99 16 490 , 5:00 PM 35 28 29 9 11 22 18 136 37 23 107 6 461 15 PM 29 21 27 13 14 19 24 127 29 19 118 9 449 30 PM 31 15 23 12 17 15 21 103 22 14 106 6 385 45 PH 27 16 18 10 12 16 16 110 19 15 112 8 379 , 6:00 PM 15 PM 30 PH 45 PM rwwwwacwrrmav amomanmxwwwr wrwwwwrwcw=aavmvmvwwwrwc=caccavm¢asxsa¢acaasssawrmra TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 240 166 201 83 111 159 143 974 248 157 842 73 3397 PM Peak Hr Begins at 430 PM PEAK VOLUMES 135 93 113 43 59 86 76 520 135 86 409 42 1797 ADDITIONS:SIGNALIZED i 1 1 APPENDIX C 1 EXISTING CONDITIONS INTERSECTION ANALYSIS 1 - 1 1 1 i 1 1 MITIG8 Tue Jun 9, 1998 17 : 01 : 25 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .443 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 6 ' Optimal Cycle: 60 Level Of Service : B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R- � � - - � � - L - T - R L - T - R ------------ --------------- � � -------------- ------------- -------------- � Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1- � � - - � � - 0 0 2 0 0 0 0 2 0 0 ------------ --------------- � � -------------- ------------- -------------- � Volume Module : ' Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 0 0 647 0 0 0 308 0 0 412 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 IPHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 PHF Volume: 0 0 0 819 0 0 0 346 0 0 515 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 819 0 0 0 346 0 0 515 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 819 0 0 0 346 0 0 515 0 ------------ I ----- ---------- - -------------- --------------- -- ------------- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ; ------------ I ------ --------- ---- ----------- --- ------------ - - -------- - ---- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 26 0 . 00 0 . 00 0 . 00 0 . 10 0 . 00 0 . 00 0 . 14 0 . 00 Crit Moves : **** *+** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 .32 0 . 00 0 . 00 0 . 32 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 .44 0 . 00 0 . 00 0 . 00 0 . 30 0 . 00 0 . 00 0 .44 0 . 00 1 ------------ I --------------- --------------- --------------- --------------- - Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 4 . 8 0 . 0 0 . 0 0 . 0 9 . 9 0 . 0 0 . 0 10 . 6 0 . 0 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 0 . 0 0 . 0 0 . 0 4 . 8 0 . 0 0 . 0 0 . 0 9 . 9 0 . 0 0 . 0 10 . 6 0 . 0 Queue: 0 0 0 8 0 0 0 4 0 0 7 0 �. Traffix 6 . 8 : 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J. K, Newport Beach MITIG8 Tue Jun 9 , 1998 17 : 09 : 57 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing PM Peak Hour ------------------ ----------------------------------- ----------� Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xxxx+x+x+x++x++x++++xxx+++++xx+++++x++x+++++++++++++++++xx++++++xx+++++xx+x+xxxx Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) xxxx++xxxx+xxxxxxxx+xxxxx+xxxxxxxxx+xxxxxxxxx+x++x+x+x++x+++xxx+++xx+++++xxxxxxxm Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .580 !� Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8 . 3 Optimal Cycle: 60 Level Of Service : B +xxxxxxxx+xxxxxx+++xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxx+xxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ----------- I� Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : - - � � - - � � - -- -- -- -- - � � - -- -- -- 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0_0 e ------------ ------------- ------------- - - - - - - - - - -- � Volume Module : Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 0 0 861 0 0 0 819 0 0 643 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 . 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1 . 00 0 . 95 1 . 00 PHF Volume : 0 0 0 888 0 0 0 881 0 0 677 0 Reduct. Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 888 0 0 0 881 0 0 677 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 888 0 0 0 881 0 0 677 0 ------------ I --------------- --------------- --------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 e Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ---------- -- I ----- ---------- --------- - - ---- - - ------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 28 0 . 00 0 . 00 0 . 00 0 . 24 0 . 00 0 . 00 0 . 19 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .48 0 . 00 0 . 00 0 . 00 0 .42 0 . 00 0 . 00 0 . 42 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 58 0 . 00 0 . 00 0 . 00 0 . 58 0 . 00 0 . 00 0 .45 0 . 00 ------------ I --------------- --------------- --------------- II --------------- Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 7 . 7 0 . 0 0 . 0 0 . 0 9 . 0 0 . 0 0 . 0 8 . 1 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 7 . 7 . 0 . 0 0 . 0 0 . 0 9 . 0 0 . 0 0 . 0 8 . 1 0 . 0 Queue : 0 0 0 11 0 0 0 11 0 0 8 0 +xxxxxxx+xxxxxxxxxx++xxxxxxxxxxxxxxxxxxxxxxxxxxxxx+++++xxx+xx++xxxxxxxxxxxxx+++: Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l MITIG8 Thu Jun 11, 1998 08 : 26 :32 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 819 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29 . 6 Optimal Cycle: 120 Level Of Service: D ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R- � � - - � � - - � � - L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1- - - � � - - II - 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ----------- -------------- ------------- ------------- ------------- - ) Volume Module : ' Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 246 119 66 29 273 314 76 613 285 130 835 124 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF Volume : 378 183 102 34 321 369 95 766 356 165 1057 157 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 378 183 102 34 321 369 95 766 356 165 1057 157 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 378 183 102 34 321 369 95 766 356 165 1057 157 - --- - --- --- - ---- ----=---------- ---- ----------- -- - - - - - - ------- � ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 . 61 0 . 39 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4702 698 ------------ I --------------- --------------- ---------- - ---- -------- -- ---- Capacity Analysis Module : Vol/Sat : 0 . 22 0 . 10 0 . 06 0 . 02 0 . 18 0 . 20 0 . 03 0 .21 0 . 20 0 . 10 0 . 22 0 . 22 Crit Moves : **** **** **+* *+*+ Green/Cycle: 0 .27 0 . 38 0 . 38 0 . 14 0 . 25 0 .25 0 . 08 0 . 26 0 .26 0 . 12 0 . 29 0 . 29 Volume/Cap: 0 . 82 0 . 27 0 . 15 0 . 14 0 . 71 0 . 82 0 .36 0 . 82 0 . 76 0 . 82 0 . 76 0 . 76 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 34 . 2 16 . 6 15 . 8 29 . 2 26 . 3 31 . 9 33 . 9 31 . 1 31 .4 48 . 7 26 .4 26 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 34 . 2 16 . 6 15 . 8 29 . 2 28 . 3 31 . 9 33 . 9 31 . 1 31 .4 48 . 7 26 .4 26 .4 Queue : 13 4 2 1 10 13 3 25 12 6 33 6 ITraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 07 :53 :48 Page 1-1 1 -------------------------------------------------------------------------------- Patton Station Existing PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 90 Critical Vol . /Cap. (X) : 0 . 729 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27 .2 Optimal Cycle : 90 Level Of Service : D Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ I' Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------ --------------- --------------- --------------- ------------- -- � Volume Module : Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 135 81 33 79 173 130 286 1051 332 149 1099 169 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume : 180 108 44 88 192 144 325 1194 377 171 1263 194 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 180 108 44 88 192 144 325 1194 377 171 1263 194 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 180 108 44 88 192 144 325 1194 377 171 1263 194 ------------ I - -------- -- ------------- ---------- ----- --------------- Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 14 0 . 86 2 . 00 2 . 00 1 . 00 1 . 00 2 . 60 0 .40 Final Sat . : 1700 1800 1800 1700 2057 1543 3200 3600 1800 1700 4681 719 ------------ I --------- ------ ---- --------- -- --------------- ------------- Capacity Analysis Module : Vol/Sat : 0 . 11 0 . 06 0 . 02 0 . 05 0 . 09 0 . 09 0 . 10 0 . 33 0 . 21 0 . 10 0 . 27 0 . 27 Crit Moves : **** **** **** **** Green/Cycle : 0 . 11 0 . 30 0 . 30 0 . 11 0 . 30 0 . 30 0 . 11 0 . 34 0 . 34 0 . 11 0 . 34 0 . 34 Volume/Cap: 0 . 95 0 . 20 0 . 08 0 .47 0 . 31 0 . 31 0 . 91 0 . 96 0 . 61 0 . 91 0 . 78 0 . 78 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 63 . 5 15 . 2 14 . 6 25 . 6 15 . 8 15 . 8 45 . 0 31 . 6 17 . 1 53 . 6 18 . 7 18 . 7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 63 . 5 15 . 2 14 . 6 25 . 6 15 . 8 15 . 8 45 . 0 31 . 6 17 . 1 53 . 6 18 . 7 18 . 7 Queue : 7 2 1 2 4 3 11 35 8 6 29 5 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R. K & J.K, Newport Beach l i MITIG8 Tue Jun 9, 1998 17 : 03 : 20 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ' Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 1 .4 Worst Case Level Of Service: E ' Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- --------------- ------------ --- � Volume Module : ' Base Vol : 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 402 99 207 442 0 0 0 0 0 0 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume: 0 529 130 256 546 0 0 0 0 0 0 i0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 529 130 � � -256 546 0 0 0 0 0 0 0 ------------ --------------- -------- ------ � � --------------- � � --------------- � Adjusted Volume Module : ' Grade : 0%- 0%- 0% 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 529 130 281 546 0 0 0 0 0 0 0 ------------ I --------------- --------- ------ --------------- --------- ------ I ' Critical Gap Module : MoveUp Time:xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------- ----------- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 659 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 759 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ' Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 759 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- ! Level Of Service Module : Stopped Del :xxxxx xxxx xxxxx 7 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : ApproachDel : 0 . 0 2 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Tue Jun 9, 1998 17 : 11 :28 Page 1-1 -------------------------------------------------------------------------------- Patton Station e Existing PM Peak Hour ---------------------------------------------------------------------------- --- - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 1 . 6 Worst Case Level Of Service: A ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement_ L - T - R- II - - � � - - I � - L - T - R L - T - R L - T - R -------------- ------------- ------------- ------------- - � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 0 238 70 330 419 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Initial Bse : 0 238 70 330 419 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Volume : 0 277 81 355 451 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 277 81 355 451 0 0 0 0 0 0 0 ------------ I --------------- 11 --------------- --------------- -------- ------- I� Adjusted Volume Module : Grade : 0%- 0%- 0'k 0'k Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Truck/Comb : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 277 81 390 451 0 0 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- I Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Q Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------- - ----- --- ------------ 11 --------------- 11 --------------- I Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 358 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap . : xxxx xxxx xxxxx 1101 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1101 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------- - ----- --------------- 1I --------------- 1I ------------ --- I Level Of Service Module : Stopped Del :xxxxx xxxx xxxxx 4 . 8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : * * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx e Shared LOS : * * ApproachDel : 0 . 0 2 .2 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Tue Jun 9, 1998 17 : 04 : 31 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing AM Peak Hour t Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 SR-30 Fwy. WE Off Ramp (NS) / Highland Ave . (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 .446 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 9 ' Optimal Cycle : 120 Level Of Service : B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------- ------------- ------------- ------------ - , Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0- II - - 11 - - 11 - 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I -------------- ------------- ------------- ------------- - I Volume Module: Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 207 16 110 16 0 16 11 643 0 0 866 13 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 0 . 81 0 . 81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 PHF Volume : 256 20 136 20 0 20 14 824 0 0 1069 16 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 256 20 136 20 0 20 14 824 0 0 1069 16 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 11 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 11 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 256 20 136 20 0 20 14 824 0 0 1069 16 - I --------------- II ------ - ---;---- II ------ ------- -- 11 -- - ------------ I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 ' Lanes : 2 . 00 0 . 13 0 . 87 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 231 1569 1700 0 1800 1700 3600 0 0 3547 53 ---- -------- I ------ --- - - -- -- II - - -------- ----- 11 - - ------ - ------ II --- -------- ---- i Capacity Analysis Module : ' Vol/Sat : 0 . 00 0 . 09 0 . 09 0 . 01 0 . 00 ; 0 . 01 0 . 01 0 . 23 0 . 00 0 . 00 0 . 30 0 . 30 Crit Moves : **** +*** **** *+*+ Green/Cycle : 0 .32 0 .32 0 . 32 0 . 18 0 . 00 ' 0 . 18 0 . 08 0 . 58 0 . 00 0 . 00 0 . 50 0 . 50 Volume/Cap: 0 . 00 0 . 27 0 . 27 0 . 06 0 . 00 0 . 06 0 . 10 0 . 39 0 . 00 0 . 00 0 . 60 0 . 60 ------------ I --------- ------ 11 --------------- 11 --------------- II -------------- Level Of Service Module : Delay/Veh: 31 . 7 19 . 9 19 . 9 26 . 2 0 . 0 26 . 1 32 . 9 8 . 6 0 . 0 0 . 0 14 . 3 14 . 3 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 11 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 31 . 7 19 . 9 19 . 9 26 . 2 0 . 0 26 . 1 32 . 9 8 . 8 0 . 0 0 . 0 14 . 3 14 . 3 Queue : 8 1 3 1 0 1 0 15 0 0 26 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach t MITIG8 Tue Jun 9 , 1998 17 : 12 :22 Page 1-1 1 -------------------------------------------------------------------------------- Patton Station Existing PM Peak Hour ---------------------------------------------------------- ---- - Level Of Service Computation Report 1994 HCM operations Method (Base volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 555 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 1 Optimal Cycle: 120 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- --------- --------- ----------- Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- Volume Module: Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 244 12 116 15 0 17 22 1155 0 0 1151 18 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 . 94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume : 260 13 123 22 0 25 24 1269 0 0 1387 22 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 260 13 123 22 0 25 24 1269 0 0 1387 22 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 260 13 123 22 0 25 24 1269 0 0 1387 22 ------------ ------------ --- --------------- - -------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 10 0 . 90 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 172 1626 1700 0 1600 1700 3600 0 0 3544 56 ---- ---- -- -- I --------------- -- ------------- ---- ----------- -------- - ------ Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 08 0 . 08 0 . 01 0 . 00 0 . 01 0 . 01 0 . 35 0 . 00 0 . 00 0 . 39 0 .39 Crit Moves : **** **** **** ++** Green/Cycle: 0 .29 0 .29 0 .29 0 . 18 0 . 00 0 . 18 0 . 08 0 . 61 0 . 00 0 . 00 0 . 52 0 . 52 Volume/Cap: 0 . 00 0 .26 0 .26 0 . 07 0 . 00 0 . 08 0 . 17 0 .58 0 . 00 0 . 00 0 . 75 0 . 75 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 33 . 5 21 . 1 21 . 1 26 . 2 0 . 0 26 . 2 33 . 1 9 .5 0 . 0 0 . 0 15 . 6 15 . 6 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 33 . 5 21 . 1 21 . 1 26 . 2 0 . 0 26 . 2 33 . 1 9 .5 0 . 0 0 . 0 15 . 6 15 . 6 Queue : 9 0 3 1 0 1 1 26 0 0 37 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l ' MITIG8 Tue Jun 9, 1998 17 : 05 :23 Page 1-1 -------------------------------------------------------------------------------- ' Patton Station Existing AM Peak Hour ' Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ' Intersection #6 Victoria Ave. (NS) / Highland Ave . (EW) +xxxxxxx++x++xxx+xx+xx+x+++++++xxx+x+xxx++++++xxx+++x++++++x++x+++x+++xxx+++++++ Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 .379 LOSS Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 9 ' Optimal Cycle: 71 Level Of Service: B xxxx+xxxxx+xxxxxxx++xxxxxx+++xxxxxxxxxxxx+xx+++xx++xxxxxxxxxxxxxxxxx+xxxx+xxxxxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------------- ------------ ------------- - Control : I Prot+Permit II Prot+Permit - � I Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ' Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 . ---------- I --------------- --------------- --------------- ------------- - � volume Module: ' Base Vol : 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 64 54 32 23 169 51 16 296 35 33 393 27 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 PHF Volume : 80 68 40 28 206 62 17 318 38 43 517 36 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 80 68 40 28 206 62 17 318 38 43 517 36 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ; 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ; 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 80 68 40 28 206 62 17 318 38 43 517 36 - - II - -------------- II - II - I ' Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 • 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 1 . 00 1 . 79 0 . 21 1 . 00 2 . 00 1 . 00 ' Final Sat . : xxxx 1800 1800 xxxx 1800 , 1800 1700 3216 384 1700 3600 1800 ------------ ------- -------- -- ------------- ---- - ---------- ----- ---------- � Capacity Analysis Module : ' Vol/Sat : 0 . 00 0 . 04 0 . 02 0 . 00 0 . 11 0 . 03 0 . 01 0 . 10 0 . 10 0 . 03 0 . 14 0 . 02 Crit Moves : **** **** **** xx** Green/Cycle: 0 .49 0 . 31 0 . 31 0 .49 0 .31 ' 0 . 31 0 . 14 0 . 24 0 . 24 0 . 14 0 .24 0 . 24 Volume/Cap: 0 . 00 0 . 12 0 . 07 0 . 00 0 . 37 , 0 . 11 0 . 07 0 .41 0 . 41 0 . 18 0 . 60 0 . 08 - ----------- --------------- � � --------------- � � --------------- � � --------------- � Level Of Service Module : Delay/Veh: 17 . 8 11 .4 11 .2 17 .2 12 .5 11 . 3 17 . 1 14 . 9 14 . 9 17 .4 16 . 3 13 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' AdjDel/Veh: 17 . 8 11 .4 11 . 2 17 . 2 12 . 5 11 . 3 17 . 1 14 . 9 14 . 9 17 .4 16 . 3 13 . 5 Queue : 1 1 1 0 3 1 0 5 1 1 9 1 xx++xxxxxxxxxxxxxxxxxxx++xxxxxxxxxxxxxxxxxxxxxxxx+xxx+xxxxxxxx++x+x+xxxx+xxxxxx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Tue Jun 9, 1998 17 : 13 :25 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 .427 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 0 Optimal Cycle: 71 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- ----------- --------- ------------ I� Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1- II - - � � - 1 0 1 1 0 1 0 2 0 1 ------------ --------------- � � -------------- ------------- ------------- - I Volume Module : Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Initial Bse : 32 136 44 37 107 24 55 682 70 43 549 45 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0 . 93 0 . 93 0 . 93 PHF Volume : 39 166 54 42 122 27 56 689 71 46 590 48 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 39 166 54 42 122 27 56 689 71 46 590 48 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 39 166 54 42 122 27 56 689 71 46 590 48 ---- - --- ---- I --------------- -------------- - --- ------------ ----- --- ---- --- ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 81 0 . 19 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3264 336 1700 3600 1800 ------------ I --------------- -- - - ----------- ---------- ----- -- ---- --------- Capacity Analysis module : Vol/Sat : 0 . 00 0 . 09 0 . 03 0 . 00 0 . 07 0 . 01 0 . 03 0 . 21 0 .21 0 . 03 0 . 16 0 . 03 Crit Moves : **** **** **** **** Green/Cycle : 0 .49 0 . 31 0 . 31 0 .49 0 . 31 0 . 31 0 . 14 0 .24 0 . 24 0 . 14 0 . 24 0 . 24 Volume/Cap: 0 . 00 0 .30 0 . 10 0 . 00 0 . 22 0 . 05 0 . 23 0 . 88 0 . 88 0 . 19 0 . 68 0 . 11 ------------ I --------------- --------------- --------------- II --------------- Level Of Service Module : Delay/Veh: 17 .3 12 . 1 11 .3 17 .4 11 . 8 11 . 1 17 . 6 24 . 3 24 . 3 17 . 4 17 .4 13 . 6 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 3 12 . 1 11 . 3 17 .4 11 . 8 11 . 1 17 . 6 24 . 3 24 . 3 17 .4 17 .4 13 . 6 Queue : 1 3 1 1 2 0 1 15 3 1 11 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Tue Jun 9, 1998 17 : 06 : 18 Page 1-1 ---------------------------------------------------------------------------- ---- Patton Station Existing AM Peak Hour ----------------- ----- --------------------- -- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ' Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .415 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12 . 6 ' Optimal Cycle: 60 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------------ ------------ -- -------------- -------------- -- - __ I _ II - II - ' Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 ' Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 ' Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 39 1 14 26 1 35 159 338 39 7 411 93 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 0 . 55 0 . 55 0 . 55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 . 69 0 . 79 0 . 79 0 . 79 PHF Volume: 71 2 25 32 1 43 230 490 57 9 520 118 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 71 2 25 32 1 43 230 490 57 9 520 118 ' PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 11 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 71 2 25 32 1 ; 43 230 490 57 9 520 118 ----------- - I --------------- � � --------------- � � --- --- ------ --- � � --------------- I ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 ' 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ; 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 97 0 . 03 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 63 0 . 37 ' Final Sat . : 1751 49 1800 1745 55 , 1800 1700 3600 1800 1700 2934 666 -------- ---- I - -------------- - ---- ------ ---- --- ------- ----- -- - -- - - ---- - - - Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 04 0 . 01 0 . 02 0 . 02 0 . 02 0 . 14 0 . 14 0 . 03 0 . 01 0 . 18 0 . 18 Crit Moves : Green/Cycle: 0 . 37 0 .37 0 .37 0 . 37 0 .37 0 .37 0 . 21 0 . 29 0 . 29 0 . 19 0 . 27 0 . 27 Volume/Cap: 0 . 11 0 . 11 0 . 04 0 . 05 0 . 05 ' 0 . 07 0 . 65 0 . 47 0 . 11 0 . 03 0 . 65 0 . 65 ------------ --------------- � � --------------- 11 --------------- � � --------------- 1 Level Of Service Module : Delay/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 16 . 8 11 . 6 10 .1 12 . 7 13 . 5 13 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Adj Del/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 16 . 6 11 . 6 10 . 1 12 . 7 13 . 5 13 . 5 Queue : 1 0 0 0 0 0 4 7 1 0 8 2 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Tue Jun 9, 1998 17 : 14 : 12 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing PM Peak Hour - ------------------------------------------------------------------------- ------ Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .404 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11 . 7 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------- ------ ----- Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 62 2 30 104 1 176 44 688 58 6 654 13 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 . 71 0 . 71 0 . 78 0 . 78 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 0 . 97 0 . 97 PHF Volume: 87 3 42 133 1 226 46 717 60 6 674 13 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 87 3 42 133 1 226 46 717 60 6 674 13 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 87 3 42 133 1 226 46 717 60 6 674 13 ----- - ------ I --------------- ------- ------ -- - ---- ------ ---- 11 --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 99 0 . 01 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 96 0 . 04 Final Sat . : 1740 60 1800 1787 13 1800 1700 3600 1800 1700 3532 68 ---- - - - ----- I --------- - ----- --------------- ---------- - ---- ----- --- --- --- - Capacity Analysis Module : Vol/Sat : 0 . 05 0 . 05 0 . 02 0 . 07 0 . 07 0 . 13 0 . 03 0 . 20 0 . 03 0 . 00 0 . 19 0 . 19 Crit Moves : **** **** **** Green/Cycle : 0 .37 0 . 37 0 . 37 0 . 37 0 . 37 0 . 37 0 . 17 0 .29 0 .29 0 . 19 0 . 32 0 .32 Volume/Cap: 0 . 14 0 . 14 0 . 06 0 . 20 0 . 20 0 .34 0 . 16 0 . 69 0 . 11 0 . 02 0 . 60 0 . 60 ------------ I --------------- --------------- --------------- ------------- -- Level Of Service Module : Delay/Veh: 8 .2 8 . 2 8 . 0 8 .4 8 .4 9 . 0 13 . 9 13 . 5 10 . 1 12 . 7 11 . 8 11 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 8 . 2 8 . 2 8 . 0 8 . 4 8 .4 9 . 0 13 . 9 13 . 5 10 . 1 12 . 7 11 . 8 11 . 8 Queue : 1 0 0 2 0 3 1 11 1 0 10 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l ' MITIG8 Tue Jun 9, 1998 17 : 06 :51 Page 1-1 -----------------------------------------I--------------------------------------- Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #8 Central Ave . (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 1 . 8 Worst Case Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- --------------- � ' Volume Module : Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 66 0 26 0 0 0 0 345 23 4 473 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume : 75 0 30 0 0 0 0 426 28 5 622 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 75 0 30 0 0 0 0 426 28 5 622 0 1 ----------- - --------------- � � --------------- � � --------------- � � --------------- � Adjusted Volume Module : Grade: 01; 0% 0% 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 .10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 ' Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 83 0 33 0 0 0 0 426 28 6 622 0 ------------ --------- - ----- --------------- --------------- --------------- � ' Critical Gap Module : MoveUp Time: 3 . 4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------- Capacity Module : Cnflict Vol : 1068 xxxx 227 xxxx xxxx xxxxx xxxx xxxx xxxxx 454 xxxx xxxxx Potent Cap. : 220 xxxx 1062 xxxx xxxx xxxxx xxxx xxxx xxxxx 978 xxxx xxxxx Adj Cap: 0 . 99 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx ' Move Cap. : 218 xxxx 1062 xxxx xxxx xxxxx xxxx xxxx xxxxx 978 xxxx xxxxx ----------- I --------------- -------- ---- --- --------------- --------------- I Level Of Service Module : ' Stopped Del : 25 . 1 xxxx 3 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3 . 7 xxxx xxxxx LOS by Move : * * * * * * # * * A # t Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : xxxx 281 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 20 .4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * D * * * * * * * * * t ApproachDel : 19 . 0 0 . 0 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Tue Jun 9, 1998 17 :14 :56 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing PM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #8 Central Ave . (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 2 . 8 Worst Case Level Of Service: F1p ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R_ ------------ -------------- ------------- ------------- ------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- � � -- - - - - - - - - - - - - - -- � Volume Module : Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 46 0 14 0 0 0 0 773 50 9 637 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume: 61 0 19 0 0 0 0 781 51 9 664 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 61 0 19 0 0 0 0 781 51 9 664 0 ------------ I --------------- --------------- --------------- --------- --- --- I Adjusted volume Module : Grade : 0%- 0%- 0%- 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 .10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 67 0 21 0 0 0 0 781 51 10 664 0 ------------ --------------- --------------- --------------- --------- ------ � Critical Gap Module : MoveUp Time : 3 .4 xxxx 2 . 6 xxxx= xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------------ --------------- ------ --------- -------------- - --------------- � Capacity Module : Cnflict Vol : 1479 xxxx 416 xxxx xxxx xxxxx xxxx xxxx xxxxx 831 xxxx xxxxx Potent Cap. : 120 xxxx 853 xxxx xxxx xxxxx xxxx xxxx xxxxx 613 xxxx xxxxx Adj Cap: 0 . 97 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 117 xxxx 853 xxxx xxxx xxxxx xxxx xxxx xxxxx 613 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Stopped Del : 63 . 8 xxxx 4 . 3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6 . 0 xxxx xxxxx LOS by Move : * * * * * * * * * B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : xxxx 146 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 53 .4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F ApproachDel : 49 . 9 0 . 0 0 . 0 0 . 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG6 Tue Jun 9, 1998 17 : 07 :36 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base volume Alternative) Intersection #39 Central Ave . (NS) / Pacific St . (EW) Average Delay (sec/veh) : 2 . 3 Worst Case Level Of Service: B ' Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- -------------- -------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled ' Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- ---- - ---------- � Volume Module: ' Base Vol : 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 57 14 36 25 11 3 33 101 9 23 89 49 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume : 79 19 50 33 15 4 38 116 10 32 125 69 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 19 50 11 -- - � 1 -- - 11 -- 33 15 ' 4 38 116 10 32 125 69 ----------- - --------------- ------------ ------------ ------------- � Adjusted Volume Module : Grade: 0%; n 0'k 0w ' % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10. 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 21 55 37 16 4 42 116 10 36 125 69 ------------ - -------------- ----------- ---- --------------- --------------- � ' Critical Gap Module : MoveUp Time : 3 .4 3 . 3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ --------------- --------------- ----------- ---- --------------- � ' Capacity Module : Cnflict Vol : 361 386 121 386 357 160 194 xxxx xxxxx 126 xxxx xxxxx Potent Cap. : 654 684 1202 633 709 1149 1385 xxxx xxxxx 1492 xxxx xxxxx Adj Cap: 0 . 94 0 . 95 1 . 00 0 . 89 0 . 95 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap . : 614 648 1202 565 671 1149 1385 xxxx xxxxx 1492 xxxx xxxxx ------------ I -------- - - - --- - ----- ---------- ----------- ---- --------------- I Level Of Service Module : Stopped Del : 6 . 7 5 . 7 3 . 1 6 . 8 5 . 5 3 . 1 2 . 7 xxxx xxxxx 2 . 5 xxxx xxxxx ' LOS by Move: * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 620 xxxx xxxxx 593 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 6 . 9 xxxx xxxxx 6 . 6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B ApproachDel : 5 . 4 6 . 1 0 . 7 0 .4 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Tue Jun 9 , 1998 17 : 15 :37 Page 1-1 -------------------------------------------------------------------------------- Patton Station m Existing PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) xxx++++x++++x+++++xxx+++xxxx+xxxxxx++xx++xxx+x++++xx+x+++x++xx+++++++xx+xx+xxxxx Intersection #39 Central Ave . (NS) / Pacific St . (EW) xx+ttxxx++xxxxxtxxx+xxxxx++xxxxx+++xxxxxxxxx+++xx+xxxxxxxxxx++++x++xx+xxxxxxx++x Average Delay (sec/veh) : 2 . 6 Worst Case Level Of Service : B +++xxxxxxxxx++x+xxxxxxxx++xxxxxxttxxx+xxxxxx+++xxxxxxx+++xx+x++++x++++xx+x++x++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- -------------- ------------- - ------------ Control : I Stop Sign II Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ I --------------- --------------- 11 --------------- 11 --------------- I Volume Module : Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 70 12 100 39 11 8 16 115 34 35 75 28 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91 , PHF Volume : 79 13 112 46 13 9 20 142 42 38 82 31 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 13 112 46 13 9 20 142 42 11 --38 82 31 ----------- - --------------- � � --------------- � � --------------- ------------- �� Adjusted Volume Module: Grade : 0% 0% 0'k 096 % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1. 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 15 124 50 14 10 22 142 42 42 82 31 ------------ --------------- --------------- --------------- ---------- ----- � Critical Gap Module : MoveUp Time: 3 .4 3 . 3 2 . 6 3 . 4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 .5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ --------------- --------------- --------------- ----------- ---- Capacity Module : Cnflict Vol : 330 334 163 382 340 98 113 xxxx xxxxx 184 xxxx xxxxx Potent Cap. : 682 728 1145 636 723 1235 1514 xxxx xxxxx 1401 xxxx xxxxx Adj Cap: 0 . 94 0 . 96 1 . 00 0 . 85 0 . 96 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap . : 643 696 1145 � � -540 691 1235 1514 xxxx xxxxx 1401 xxxx xxxxx ------------ --------------- -------------- ------------- -- --------- ------ Level Of Service Module : Stopped Del : 6 .4 5 . 3 3 . 5 7 . 3 5 . 3 2 . 9 2 .4 xxxx xxxxx 2 . 6 xxxx xxxxx LOS by Move: * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : 650 xxxx xxxxx 567 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 6 .4 xxxx xxxxx 7 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B ApproachDel : 4 . 7 6 . 3 0 . 3 0 . 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach m MITIG8 Tue Jun 9, 1998 17 : 08 :22 Page 1-1 -------------------------------------------------------------------------------- Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) , Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 286 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 6 . 7 ' Optimal Cycle : 60 Level Of Service: B xx+xxxx+xx+++x+++xxxx++x+++xxxxxx+xxx++xxxxxxxxxxxxxxxx++++x+xxxxxxxxxxxxxxxxx+x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --- -- - - - -- � � --------------- � � --------------- � � --------------- � Control Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0- I � - - � � - - � � - 1 0 0 1 0 1 0 1 1 0 1 0 2 0 l - 1------------ -------------- ------------- ------------- ------------- Volume Module : ' Base Vol : 56 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 58 100 20 140 113 65 36 284 27 40 351 98 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 . 93 0 . 93 0 . 81 0 . 81 0 . 81 PHF Volume: 71 122 24 194 157 90 39 305 29 49 433 121 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 71 122 24 194 157 90 39 305 29 49 433 121 ' PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 71 122 24 194 157 90 39 305 29 49 433 121 - I ---------- - ---- --------------- --- - ----------- --------------- I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 ' Lanes : 1 . 00 0 . 84 0 . 16 1 . 00 0 . 64 0 . 36 1 . 00 1 . 83 0 . 17 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1504 296 1700 1144 656 1700 3287 313 1700 3600 1800 --- ------ --- ------------ -- - --------------- -- ------------- ----- -- -------- � Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 08 0 . 08 0 . 11 0 . 14 0 . 14 0 . 02 0 . 09 0 . 09 0 . 03 0 . 12 0 . 07 Crit Moves : **** xx++ Green/Cycle : 0 .48 0 .48 0 .48 0 .48 0 .48 0 .48 0 .42 0 .42 0 .42 0 .42 0 .42 0 .42 Volume/Cap: 0 . 09 0 . 17 0 . 17 0 . 24 0 . 29 0 . 29 0 . 05 0 . 22 0 . 22 0 . 07 0 .29 0 . 16 ---------- ----- � � --------------- � � --------------- � � --------------- � ' Level Of Service Module : Delay/Veh: 5 . 5 5 . 7 5 . 7 6 . 0 6 . 1 6 . 1 6 . 7 7 . 2 7 .2 6 . 7 7 .4 7 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Adj Del/Veh: 5 . 5 5 . 7 5 . 7 6 . 0 6 . 1 6 . 1 6 . 7 7 . 2 7 .2 6 . 7 7 .4 7 . 0 Queue : 1 1 0 2 2 1 0 3 0 0 5 1 xx++xx++++xx+xxxxxxxxx+x+xxxx+xxx++xxxx+++xx+x+xxxx++xxxxx++xxx+xxxxxx++xxx++x+, Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach I --------------------------- rve-Jun �9, -1998-17_16_21------------------Page-1_1 Patton Station 1txisting PM Peak Hour u --------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 I Critical Vol . /Cap. (X) : 0 . 287 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 1 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L 2 T - R L - T - R L - T - R ------------ ------------- ------------- ------------- ------------- I - - II - II - II - - II - - I Control : Permitted Permitted Permitted Permitted � Rights : Include ,Include Include Include Min. Green: 20 20 20 2011 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ --------------- ---- '---------- --------------- --------------- � Volume Module: Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 54 27 42 75 29 35 92 616 102 40 466 129 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 93 0 . 93 0 . 93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 PHF Volume : 58 29 45 86 33 40 96 642 106 42 485 134 Reduct Vol : 0 0 0 0j 0 0 0 0 0 0 0 0 Reduced Vol : 58 29 45 86 33 40 96 642 106 42 485 134 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol _ : 58 29 45 861 33 40 96 642 106 42 485 134 ----- ------- I --------- ------ ---------- --------------- ------- -- ------ I Saturation Flow Module : Sat/Lane : 1800 1800 1800 180011800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 39 0 . 61 1 . 00 0 .45 0 . 55 1 . 00 1 . 72 0 .28 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 705 1095 1700 814 986 1700 3090 510 1700 3600 1800 ------------ I ----------- - - -- -------------- - ------ ------- -- ---- ------- ---- I Capacity Analysis Module : Vol/Sat : 0 . 03 0 . 04 0 . 04 0 . 05 0 . 04 0 . 04 0 . 06 0 . 21 0 . 21 0 . 02 0 . 13 0 . 07 Q Crit Moves : **** **** Green/Cycle : 0 . 33 0 . 33 0 . 33 0 . 33 0 .33 0 .33 0 . 57 0 . 57 0 . 57 0 .57 0 . 57 0 .57 Volume/Cap: 0 . 10 0 . 12 0 . 12 0 . 15 0 . 12 0 . 12 0 . 10 0 . 37 0 . 37 0 . 04 0 . 24 0 . 13 ------------ I --------------- ---------- --------------- --------------- �' Level Of Service Module: Delay/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 4 . 6 4 . 6 3 . 7 4 .2 3 . 9 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 4 . 6 4 . 6 3 . 7 4 . 2 3 . 9 Queue: 1 0 1 1 0 0 1 6 1 0 4 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Tue Jun 9, 1998 17 : 09 : 04 Page 1-1 ------------------------------------------------------------------------- ------- ' Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +++xxxxx+xxxx+xxxx++xxx++xxx+++xxxx+xxxx+xx+++++++x+x+x+xx+++xx+xxx+++++xxx+xx+x Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) ++++++xxx+++xx++xx+++xxxx++xxxx+++xxx+++++xxxxxxxxx+++xxx++xxxxx+++++++xxx++xxxx Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 .310 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 3 ' Optimal Cycle: 72 Level Of Service: B xxxxxxxxx++xxx++xxxxx+xxxxxxx xxxxx+xxxxxxxxx++++++xxxx+++xx++x+++xxxxxxxx+xxx++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R- � � - - � � - L - T - R L - T - R ------------ --------------- � � -------------- ------------- -------------- � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1- � � - - � I - - II - 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 - I------------ -------------- ------------- ------------- ------------- Volume Module: ' Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 72 109 44 38 121 121 83 226 97 37 291 36 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 PHF Volume: 85 128 52 46 148 148 100 272 117 42 327 40 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 85 128 52 46 148 148 100 272 117 42 327 40 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 85 128 52 46 148 148 100 272 117 42 327 40 --------------- --------------- --------------- --------------- � Saturation Flow Module :- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 ' Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .40 0 . 60 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2517 1083 1700 3600 1800 --- --------- I ----- - - ------ -- -- ------------- ---------- ----- -- ------------ - I Capacity Analysis Module : Vol/Sat : 0 . 03 0 . 07 0 . 03 0 . 03 0 . 08 0 . 08 0 . 06 0 . 11 0 . 11 0 . 02 0 . 09 0 . 02 Crit Moves : **** **** **** xxxx Green/Cycle: 0 . 14 0 . 28 0 . 28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 . 28 Volume/Cap: - 0 . 19 0 .26 0 . 10 0 . 19 0 .30 0 . 30 0 .42 0 . 39 0 . 39 0 . 18 0 . 33 0 . 08 ----------- --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 17 . 7 13 . 1 12 . 5 17 . 8 13 .3 13 . 3 19 . 1 13 . 7 13 .7 17 . 7 13 .4 12 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 7 13 . 1 12 . 5 17 . 8 13 . 3 13 . 3 19 . 1 13 . 7 13 . 7 17 . 7 13 .4 12 .4 Queue : 2 2 1 1 2 2 2 4 2 1 5 1 xxx+++xxx++++xx++x+xx++++xxxx+x+xxxx+xxx+++x++++++xxx+xx++xxx++++xx+xxxx+xxxx++. ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Tue Jun 9, 1998 17 : 17 : 06 Page 1-1 -------------------------------- ---------------------------------- Patton Station Existing PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 .418 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 .4 Optimal Cycle: 72 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ I� Control : Protected Protected Protected Protected Rights : Include Include Include include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : - - � � - -- -- -- - � � - -- -- -- -- - I � - -- -- -- 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0_1 ------------ ------------- ---- - - - - - - - - - - - - -- � Volume Module : Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 135 93 113 48 61 83 76 520 135 82 430 37 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 . 94 0 . 94 0 . 94 PHF Volume : 159 109 133 60 76 104 79 542 141 87 457 39 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 159 109 133 60 76 104 79 542 141 87 457 39 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 159 109 133 60 76 104 79 542 141 87 457 39 ------------ I ----- ---------- --------------- --------------- --------------- �� Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .59 0 .41 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2857 743 1700 3600 1800 --- - -------- --------------- --------------- - -------------- -- ------------- � Capacity Analysis Module : Vol/Sat : 0 . 05 0 . 06 0 . 07 0 . 04 0 . 04 0 . 06 0 . 05 0 . 19 0 . 19 0 . 05 0 . 13 0 . 02 Crit Moves : **** **** **** **** Green/Cycle : 0 . 14 0 . 28 0 .28 0 . 14 0 . 28 0 .28 0 . 14 0 . 28 0 .28 0 . 14 0 .28 0 . 28 Volume/Cap: - - 0 .36 0 . 22 0 . 27 0 . 25 0 . 15 0 .21 0 .33 0 . 68 0 . 68 0 . 37 0 .46 0 . 08 ----------- --------------- � � --------------- � � --------------- � � ---------- ---- � Level Of Service Module : Delay/Veh: 18 .4 12 . 9 13 .2 18 . 0 12 . 7 12 . 9 18 .4 16 . 3 16 . 3 18 . 6 14 . 1 12 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 m AdjDel/Veh: 18 . 4 12 . 9 13 .2 18 . 0 12 . 7 12 . 9 18 . 4 16 . 3 16 . 3 18 . 6 14 . 1 12 . 4 Queue : 3 2 2 1 1 2 1 10 3 2 8 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach m m ' APPENDIX D ' TRAFFIC SIGNAL WARRANTS 1 TRAFFIC SIGNAL WARRANT (Based on Estimated Average Daily Traffic-See Note 2) Major St: Highland Ave. Minor St: Central Ave. Year= 1999 VVID Volume = 19.400 Lanes= 2 Volume = 1.300 Lanes= 1 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach ' xX (one direction on ly)Number of lanes for moving traffic on each approach. ' Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2 + 19,400 1 1,300 9,600 6,720 2,400 1,680 2 + 2+ 9,600 6,720 3,200 2,240 1 2+ 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural ' 1 1 12,000 8,400 1,200 850 2 + 19,400 1 1,300 14,400 10,080 1,200 850 2 + 2 + 14,000 10,080 1,600 1,120 1 2 + 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants ' Satisfied Not Satisfied XX No one warrant satisfied but following warrants fulfilled 80% or more.. 77 016 1000ic 1 2 NOTES: 1. Heavier left turn movement from the major street may be included with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. r 1 r 1 1 1 r ' APPENDIX E YEAR 1999 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS r r r r r r r r r MITIG8 Thu Jun 11, 1998 09 : 04 : 05 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +x+++x++++++x+++++++++x+++x+++xx++x+x+++xx++xx+++x+xxx+++++xx++xx+++xx++x+x++xxx Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) ++++xxx+++x+++x+xx+++x+++x++x+++++xx++++x++x+x+++++++++++x+++++++++++++++++x++++ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .466 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 .7 ' optimal Cycle : 60 Level Of Service: B +x+xxxxxx+++xxxxx+x+x+x+x++xxxxx+xxx++xxxx+++xxxxx+++x++xx+++xx+++xx++x+xx+xx++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------------- ------------- - � ------------- Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ I --------------- 11 --------------- 1I --------------- II --------------- I Volume Module : ' Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 0 0 679 0 0 0 323 0 0 433 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 PHF Volume : 0 0 0 860 0 0 0 363 0 0 541 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 860 0 0 0 363 0 0 541 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 860 0 0 0 363 0 0 541 0 ------------ ---- ---------- ---------- ---------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 ' Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 - ---- ---- --- ----------- - - -- -- - ---- --- ----- ------ -- ---- � � - - ------------- Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 27 0 . 00 0 . 00 0 . 00 0 . 10 0 . 00 0 . 00 0 . 15 0 . 00 Crit Moves : +++* ++x+ Green/Cycle : 0 . 00 0 . 00 0 . 00 0 . 58 0 . 00 0 . 00 0 . 00 0 . 32 0 . 00 0 . 00 0 . 32 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 47 0 . 00 0 . 00 0 . 00 0 . 31 0 . 00 0 . 00 0 .47 0 . 00 - ----------- --------------- � � --------------- � � --------------- � � --------------- Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 9 . 9 0 . 0 0 . 0 10 . 7 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 9 . 9 0 . 0 0 . 0 10 . 7 0 . 0 Queue : 0 0 0 8 0 0 0 5 0 0 7 0 xxx+xxxxx+++xxxxxxxx+xxx+x++xx+xxxxx++++xxxxxx+x+x+xxxxx+xxxx+xx+xx+xxxxxx+xxxx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 05 :42 Page 1-1 I -------7------------------------------------------------------------------------ Patton Station Year 1999 Without Project PM Peak Hour ---------------------------------------------------------- -----� Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) 1mm1.. Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 609 uu Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8 . 5 Optimal Cycle: 60 Level of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 a ------------ --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 0 0 904 0 0 0 860 0 0 675 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1 . 00 0 . 95 1 . 00 PHF Volume : 0 0 0 932 0 0 0 925 0 0 711 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 932 0 0 0 925 0 0 711 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 932 0 0 0 925 0 0 711 0 R ------------ --------------- -- --- -------- -- -- ------------- ------------ --- IU Saturation Flow Module : u Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 oil ------------ I -------- --- ---- - ------ ------- - - -------------- II ---- - -- --- -- -- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .29 0 . 00 0 . 00 0 . 00 0 . 26 0 . 00 0 . 00 0 . 20 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .48 0 . 00 0 . 00 0 . 00 0 .42 0 . 00 0 . 00 0 .42 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 61 0 . 00 0 . 00 0 . 00 0 . 61 0 . 00 0 . 00 0 .47 0 . 00 ------------ I --------------- --------------- --------------- --------------- �� Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 8 . 0 0 . 0 0 . 0 0 . 0 9 . 2 0 . 0 0 . 0 8 . 2 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 8 . 0 0 . 0 0 . 0 0 . 0 9 . 2 0 . 0 0 . 0 8 . 2 0 . 0 Queue : 0 0 0 12 0 0 0 12 0 0 9 0 a Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach e W MITIGB Thu Jun 11, 1998 09 : 04 : 07 Page 1-1 ---------------------------------------------- --------------------------- ------ Patton Station Year 1999 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) xxxxxx++++x++++xx++++xxxx+++xxx++++xxx++++++x+xx++++xx+x++x+xxx++++xx++++xxxxx++ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 861 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31 . 2 IOptimal Cycle : 120 Level Of Service: D ++++++xx++++xx++++x+++++++xxx+++xxxx++++xxxxxxx++++++xx++++xxxx+++++xxx+++++++xx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R- � � - - � � - L - T - R L - T - R ------------ --------------- � � -------------- ------------- -------------- ) Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10, 27 27 10 27 27 10 19 19 10 19 19 j Lanes : 1 0 1 0 1 1 0 1 1 0- � � - - � � - 2 0 2 0 1 1 0 2 1 0 ------------ --------------- � � -------------- ------------- -------------- � Volume Module: Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 258 125 69 30 287 330 80 644 299 137 877 130 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF volume: . 397 192 107 36 337 388 100 805 374 173 1110 165 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 397 192 107 36 337 388 100 805 374 173 1110 165 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 397 192 107 36 . 337 388 100 805 374 173 1110 165 --------------- --------------- --------------- -------- ------- I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 ' Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 . 61 0 . 39 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4701 699 ----------- - I ---------- ----- -------- ------- --------- ------ --- ------------ ! Capacity Analysis Module : Vol/Sat : 0 . 23 0 . 11 0 . 06 0 . 02 0 . 19 0 . 22 0 . 03 0 . 22 0 . 21 0 . 10 0 . 24 0 .24 Crit Moves : **** **** **** **** Green/Cycle : 0 . 27 0 . 38 0 . 38 0 . 14 0 . 25 0 .25 0 . 08 0 . 26 0 . 26 0 . 12 0 .29 0 . 29 Volume/Cap: - 0 . 86 0 . 28 0 . 16 0 . 15 0 . 75 0 . 86 0 . 37 0 . 86 0 . 80 0 . 86 0 . 80 0 . 80 ----------- --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 37 . 4 16 . 7 15 . 8 29 .2 29 . 0 34 . 1 34 . 1 33 .2 33 .4 53 . 7 27 .4 27 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 37 .4 16 . 7 15 . 8 29 . 2 29 . 0 34 . 1 34 . 1 33 . 2 33 .4 53 . 7 27 .4 27 .4 Queue : 14 4 2 1 11 14 3 28 13 7 35 6 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' t MITIG8 Thu Jun 11, 1998 09 : 05 :47 Page 1-1 a -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 90 Critical Vol . /Cap. (X) : 0 . 766 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31 . 9 Optimal Cycle : 90 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- --------- --- Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 0 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1__ Volume Module : Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 142 85 35 83 182 137 300 1104 349 156 1154 177 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume : 189 113 46 92 202 152 341 1254 396 180 1326 204 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 189 113 46 92 202 152 341 1254 396 180 1326 204 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 189 113 46 92 202 152 341 1254 396 180 1326 204 ------------ -------------- - -- -------- ----- ---------- ----- --------- ---- -- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 14 0 . 86 2 . 00 2 . 00 1 . 00 1 . 00 2 . 60 0 . 40 Final Sat . : 1700 1800 1800 1700 2054 1546 3200 3600 1800 1700 4680 720 ---- ------- - I - ------------ -- -- --- ------ ---- ---------- ----- ------ ------- -- Capacity Analysis Module : Vol/Sat : 0 . 11 0 . 06 0 . 03 0 . 05 0 . 10 0 . 10 0 . 11 0 . 35 0 . 22 0 . 11 0 . 28 0 . 28 Crit Moves : **** **** **** +**# Green/Cycle : 0 . 11 0 . 30 0 . 30 0 . 11 0 .30 0 .30 0 . 11 0 . 34 0 . 34 0 . 11 0 . 34 0 . 34 Volume/Cap: 1 . 00 0 . 21 0 . 09 0 . 49 0 . 33 0 . 33 0 . 96 1 . 01 0 . 64 0 . 95 0 . 82 0 . 82 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 76 .4 15 .2 14 . 6 25 . 9 15 . 9 15 . 9 52 . 9 41 .4 17 . 6 63 .5 19 . 6 19 . 6 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 76 .4 15 .2 14 . 6 25 . 9 15 . 9 15 . 9 52 . 9 41 .4 17 . 6 63 .5 19 . 6 19 . 6 Queue : 8 2 1 2 4 3 12 42 9 7 32 6 Traffix 6 . 6 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach a a MITIG8 Thu Jun 11, 1998 09 : 04 : 10 Page 1-1 ----------------------------------------------------------------------------- --- Patton Station Year 1999 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 1 .5 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign IRights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- ------- -------- --------------- � Volume Module : Base Vol : 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 422 104 217 464 0 0 0 0 0 0 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 0 555 137 268 573 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 555 137 268 573 0 0 0 0 0 0 0 ------------ --------------- -------- ------ � � ----- ---------- � � - --- -- --------- � Adjusted Volume Module: Grade : 0w 0% 0lk 0°k % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 555 137 295 573 0 0 0 0 0 0 0 ------------ I --------------- � � ----=---------- --------------- --------------- I Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ----- ------- I --------------- --------------- ---- ----------- -------------- Capacity Module: Cnflict Vol : xxxx xxxx xxxxx 692 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 729 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 729 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module : Stopped Del :xxxxx xxxx xxxxx 7 . 8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * ApproachDel : 0 . 0 2 . 7 0 . 0 0 . 0 ' Traffix 6 . 8 .0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach t t MITIG8 Thu Jun 11, 1998 09 : 05 :51 Page 1-1 -------------------------------------------------------------------------------- Patton Station a Year 1999 Without Project PM Peak Hour ---------------------------------------------------------------� Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 1 . 7 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- --------------- ----- ----- ----- Volume Module: n Base Vol : 0 238 70 330 419 0 0 0 0 0 0 01� Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 0511IItt Initial Bse : 0 250 74 347 440 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 e PHF Volume: 0 291 85 373` 473 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 291 85 373 473 0 0 0 0 0 0 0 ------------ ------ --------- --------- ------ � � --------------- � � ------ --------- Adjusted Volume Module: Grade: 0% 0%- 0% 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 291 85 410 473 0 0 0 0 0 0 0 ------------ I --------------- -------- ------- --------------- --------------- I Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ---------- - - I --------------- --------- ------ -- --------- ---- ---- ----------- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 376 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1077 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1077 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ --------------- --------------- --------------- --------------- Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 5 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * + * x * x # Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * + * * * + * + ApproachDel : 0 . 0 2 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 04 : 12 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 .468 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 2 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- II --------------- ----------- --- Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ -------------- ------------- ------------- ------------- Volume Module : ' Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 217 17 116 17 0 17 12 675 0 0 909 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 81 0 . 81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 PHF Volume : . 268 21 143 21 0 21 15 866 0 0 1123 17 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 268 21 143 21 0 21 15 866 0 0 1123 17 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 268 21 143 21 0 21 15 866 0 0 1123 17 - 1 --------------- --- ------------ -- ------------- ------- - ------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 ' Lanes : 2 . 00 0 . 13 0 . 87 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 230 1570 1700 0 1800 1700 3600 0 0 3546 54 ----- - ------ I --------------- --------------- ----- - --------- ---------- - -- -- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 09 0 . 09 0 . 01 0 . 00 0 . 01 0 . 01 0 .24 0 . 00 0 . 00 0 . 32 0 . 32 Crit Moves - **** **** **** **** Green/Cycle : 0 .32 0 . 32 0 . 32 0 . 18 0 . 00 0 . 18 0 . 08 0 . 58 0 . 00 0 . 00 0 . 50 0 . 50 Volume/Cap: 0 . 00 0 .29 0 . 29 0 . 07 0 . 00 0 . 06 0 . 11 0 .41 0 . 00 0 . 00 0 . 63 0 . 63 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 31 . 8 20 . 0 20 . 0 26 . 2 0 . 0 26 . 2 32 . 9 8 . 9 0 . 0 0 . 0 14 . 7 14 . 7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 31 . 8 20 . 0 20 . 0 26 . 2 0 . 0 26 .2 32 . 9 8 . 9 0 . 0 0 . 0 14 . 7 14 . 7 Queue : 9 1 4 1 0 1 0 16 0 0 28 1 III ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l I, 1 MITIG8 Thu Jun 11, 1998 09 : 05 : 55 Page 1-1 Q -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project PM Peak Hour -------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 .583 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 7 optimal Cycle: 120 Level Of Service : C x++++++++x++xxxxxxxxxx+++xxxxxxxxxx++++xx++++x+xx+++++xx++x+++++++++++++xx+xx+x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -- -- � � ---- -- � � --- ----------- --------- --------- --------- Control : Prot+Permit Permitted Protected--- � ----Permitted- Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 0 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 ------------ --------------- --------------- � � --------------- � � --------------- Volume Module : Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 256 13 122 16 0 18 23 1213 0 0 1209 19 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 . 94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume : 273 13 130 24 0 27 25 1333 0 0 1456 23 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 273 13 130 24 0 27 25 1333 0 0 1456 23 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 273 13 130 24 0 27 25 1333 0 0 1456 23 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 164 1636 1700 0 1800 1700 3600 0 0 3544 56� ------------ I ---------- ----- ------ --------- --------------- ----- ---------- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 08 0 . 08 0 . 01 0 . 00 0 . 01 0 . 01 0 . 37 0 . 00 0 . 00 0 .41 0 .411 Crit Moves : **** **** **** **** Green/Cycle : 0 .29 0 . 29 0 . 29 0 . 18 0 . 00 0 . 18 0 . 08 0 . 61 0 . 00 0 . 00 0 . 52 0 . 52 Volume/Cap: 0 . 00 0 . 27 0 . 27 0 . 08 0 . 00 0 . 08 0 . 18 0 . 61 0 . 00 0 . 00 0 . 78 0 . 78D ------------ I --------------- � � - -------------- � � --------------- II --------------- Level Of Service Module : Delay/Veh: 33 . 6 21 . 2 21 .2 26 . 2 0 . 0 26 . 2 33 . 1 9 . 8 0 . 0 0 . 0 16 . 5 16 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 001 AdjDel/Veh: 33 . 6 21 . 2 21 . 2 26 . 2 0 . 0 26 . 2 33 . 1 9 . 8 0 . 0 0 . 0 16 . 5 16 .5 Queue: 10 0 3 1 0 1 1 28 0 0 40 1 +x++xx+++++x++++x+x+x++++xxxxx+xx+++xxx++xx+xxxxxxxxxxx+++xxx+x+xxxxx+x+x++xxx+ r Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l i 1 MITIGB Thu Jun 11, 1998 09 : 04 : 14 Page 1-1 ---------------------------------------------------------------------------- ---- L Patton Station Year 1999 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xx++++++xx+xx+++++xxxxxxxx++++x+++xxxx++x+x+++xxxxxxxxxxxxxxx++xxx++++++x+xx+++* ' Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) ++x+x+++x+x+xx++x++xxxx+xxxxxxxxxxxxxxx+x++xxxxxx+xxxxxxxxxxxxxxx+xx++xxxxxxxxx+ Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 . 398 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 1 Optimal Cycle : 71 Level Of Service : C xxxx+++++++x+xxx+++xxxxxxxx+xx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+++++xxxxxx+, Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - � Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 --------- --- --------------- II --------------- II ----------- --- -------- ----- - � Volume Module : ' Base Vol : 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 67 57 34 24 177 54 17 311 37 35 413 28 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 PHF Volume : 84 71 42 29 216 65 18 334 40 46 543 37 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 84 71 42 29 216 65 18 334 40 46 543 37 ' PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 84 71 42 29 216 65 18 334 40 46 543 37 ---- --------------- Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 ' Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 79 0 .21 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3215 385 1700 3600 1800 ------------ I ----------- -- -- --------------- --------------- -- ---------- --- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 04 0 . 02 0 . 00 0 . 12 0 . 04 0 . 01 0 . 10 0 . 10 0 . 03 0 . 15 0 . 02 Crit Moves : **** **** **** **** Green/Cycle : 0 .49 0 . 31 0 . 31 0 .49 0 .31 0 .31 0 . 14 0 . 24 0 .24 0 . 14 0 .24 0 . 24 Volume/Cap: - 0 . 00 0 . 13 0 . 08 0 . 00 0 .39 0 . 12 0 . 08 0 .43 0 .43 0 . 19 0 . 63 0 . 09 ----------- ------ -- ------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 17 . 8 11 .4 11 . 2 17 . 2 12 . 6 11 . 3 17 . 1 15 . 0 15 . 0 17 .4 16 . 7 13 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 17 . 8 11 .4 11 .2 17 . 2 12 . 6 11 . 3 17 . 1 15 . 0 15 . 0 17 .4 16 . 7 13 . 5 Queue: 2 1 1 1 3 1 0 6 1 1 10 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 06 : 00 Page 1-1 1 -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #6 Victoria Ave. (NS) / Highland Ave . (EW) xx++++++xxx++++xx+xxxx++++++++++++++++++++++++x+xx+xx+++++x+++xxxxxx+x++x+++xxxee Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 .449 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 20 . 7 Optimal Cycle : 71 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- ----------- --------- ------------ I� Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include ®p Lanes------- -1--0--1--0--1- � � -1--0--1--0--1- � � -1--0--1--1--0- � � -1--0--?--0--1 Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Volume Module: Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 34 143 46 39 112 25 58 716 74 45 576 47 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0 . 93 0 . 93 0 . 93 PHF Volume: 41 174 56 44 128 29 58 723 74 49 620 51 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 41 174 56 44 128 29 58 723 74 49 620 51 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 41 174 56 44 128 29 58 723 74 49 620 51 ------ ------ --------------- --------------- --------------- -------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 _ Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 81 0 . 19 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3266 334 1700 3600 1800 ------ -- ---- I --------------- ------------- -- --------------- ------------ --- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 10 0 . 03 0 . 00 0 . 07 0 . 02 0 . 03 0 . 22 0 . 22 0 . 03 0 . 17 0 . 03 Crit Moves : **** **** **** +*** Green/Cycle : 0 . 49 0 .31 0 . 31 0 .49 0 . 31 0 .31 0 . 14 0 . 24 0 . 24 0 . 14 0 . 24 0 . 24 Volume/Cap: 0 . 00 0 .31 0 . 10 0 . 00 0 . 23 0 . 05 0 . 24 0 . 92 0 . 92 0 .20 0 . 72 0 . 12 n ------------ I --------------- --------------- --------------- ------ --------- Level Of Service Module : Delay/Veh: 17 . 3 12 .2 11 . 3 17 . 4 11 . 8 11 . 1 17 . 6 28 . 2 28 . 2 17 . 5 18 . 1 13 . 7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 3 12 .2 11 . 3 17 . 4 11 . 8 11 . 1 17 . 6 28 . 2 28 . 2 17 . 5 18 . 1 13 . 7 Queue : 1 3 1 1 2 0 1 17 3 1 12 1 xxxx+++x+++++++++x+xx+xxxxxxxx+x+xx+xx+++xxx+++xxx++++xxx+++xxxxx++++++xxxxx+x+, Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 04 : 16 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project AM Peak Hour ---------------------- ----------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .436 Loss Time (sec) : 9 (Y+R = 4 Sec) Average Delay (sec/veh) : 13 . 0 ' Optimal Cycle : 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- -------------- - Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- Volume Module : ' Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 41 1 15 27 1 37 167 355 41 7 432 98 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 55 0 . 55 0 . 55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 . 69 0 . 79 0 . 79 0 . 79 PHF Volume: 74 2 27 33 1 45 242 514 59 9 546 124 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 2 27 33 1 45 242 514 59 9 546 124 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 74 2 27 33 1 45 242 514 59 9 546 124 ------------ --------------- --------------- --- ------------ - -------- ------ 1 Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 97 0 . 03 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 63 0 . 37 Final Sat . : 1753 47 1800 1747 53 1800 1700 3600 1800 1700 2934 666 ------------ I ------------- -- --------------- --------------- ----------- ---- Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 04 0 . 01 0 . 02 0 . 02 0 . 03 0 . 14 0 . 14 0 . 03 0 . 01 0 . 19 0 . 19 Crit Moves : **** **** **** Green/Cycle : 0 . 37 0 . 37 0 . 37 0 .37 0 . 37 0 .37 0 . 21 0 . 29 0 . 29 0 . 19 0 . 27 0 . 27 Volume/Cap : - 0 . 12 0 . 12 0 . 04 0 . 05 0 . 05 0 . 07 0 . 68 0 .49 0 . 11 0 . 03 0 . 68 0 . 68 ----------- --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 17 . 7 11 . 7 10 . 1 12 . 7 13 . 9 13 . 9 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 17 . 7 11 . 7 10 . 1 12 . 7 13 . 9 13 . 9 Queue: 1 0 0 0 0 0 4 7 1 0 9 2 ******+++*********++++++*++++++++****++++*+++**+***************+*++*+**++++*+++ iTraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' I 1 MITIG8 Thu Jun 11, 1998 09 : 06 :21 Page 1-1 ------------------------------------------------------------------------- ------- Patton Station Year 1999 Without Project PM Peak Hour -------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .424 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12 . 0 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ------------ � Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 65 2 32 109 1 185 46 722 61 6 687 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 . 71 0 . 71 0 . 78 0 . 78 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 0 . 97 0 . 97 n PHF Volume : 92 3 44 140 1 237 48 753 63 6 708 14 u Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 92 3 44 140 1 237 48 753 63 6 708 14 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 92 3 44 140 1 237 48 753 63 6 708 14 ---- -------- --------------- --- ------------ --------------- II -------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 99 0 . 01 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 96 0 . 04 Final Sat . : 1743 57 1800 1787 13 1800 1700 3600 1800 1700 3530 70 ------------ I ------ ------- -- ------------- -- -- -------- ----- ------- ----- --- ' Capacity Analysis Module : Vol/Sat : 0 . 05 0 . 05 0 . 02 0 . 08 0 . 08 0 . 13 0 . 03 0 . 21 0 . 04 0 . 00 0 .20 0 .20 , Crit Moves : **** **** **** Green/Cycle: 0 . 37 0 . 37 0 . 37 0 . 37 0 . 37 0 .37 0 . 17 0 .29 0 . 29 0 . 19 0 . 32 0 .32 Volume/Cap: 0 . 14 0 . 14 0 . 07 0 .21 0 . 21 0 . 36 0 . 17 0 . 72 0 . 12 0 . 02 0 . 63 0 . 63 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 8 .2 8 .2 8 . 0 8 . 5 8 . 5 9 . 1 13 . 9 14 . 1 10 . 1 12 . 7 12 . 1 12 . 1 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 8 .2 8 .2 8 . 0 8 . 5 8 . 5 9 . 1 13 . 9 14 . 1 10 . 1 12 . 7 12 . 1 12 . 1 Queue : 1 0 0 2 0 3 1 12 1 0 10 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 04 : 19 Page 1-1 ---------------------------------------------------------------------------- ---- I Patton Station Year 1999 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) IIntersection #8 Central Ave . (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 2 . 1 worst Case Level of Service : I +++xxxxxxxxx+++xxx++x++xxxxxxxxxxxx++++++++++x+x+++++++xxxxxxxxxxxxxxxxx+++xxxx; Approach: North Bound South Bound East Bound West Bound ' Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- --------------- Volume Module : Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 69 0 27 0 0 0 0 362 24 4 497 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume : 79 0 31 0 0 0 0 447 30 6 653 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 0 31 0 0 0 0 447 30 6 653 0 ----------- - --------------- � � --------------- � � --------------- � � -------- ------- Adjusted Volume Module : Grade: 0'k 0$ 0'k 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 0 34 0 0 0 0 447 30 6 653 .0 ------- ---------- --- ------- Critical Gap Module : MoveUp Time : 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx - ------------ --------------- --------------- --- ------------ --------------- Capacity Module : Cnflict Vol : 1121 xxxx 239 xxxx xxxx xxxxx xxxx xxxx xxxxx 477 xxxx xxxxx Potent Cap. : 203 xxxx 1048 xxxx xxxx xxxxx xxxx xxxx xxxxx 951 xxxx xxxxx Adj Cap: 0 . 99 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap . : 201 xxxx 1048 xxxx xxxx xxxxx xxxx xxxx xxxxx� � -951 xxxx xxxxx ------------ --------------- � � --------------- � � --------------- -------------- Level Of Service Module : ' Stopped Del : 29 . 3 xxxx 3 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3 . 8 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 261 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx -;� Shrd StpDel :xxxxx 23 . 8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * D ApproachDel : 22 . 0 0 . 0 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I MITIG8 Thu Jun 11, 1998 09 : 06 :25 Page 1-1 ------------------------------------------------------------------------------- - Patton Station Year 1999 Without Project PM Peak Hour nn ---------------------------------------------------------------IH Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #8 Central Ave. (NS) / Highland Ave. (EW) xxxxx+++txxx+xxxxxxxxx++xxxxx+x++++++++xxxxx+xxxxxxxxxxxxxxxxxx+x++++++++x++++�. Average Delay (sec/veh) : 3 . 8 Worst Case Level Of Service : +xxxxxxxxxxxxx+xxxxxxxxxxxxx xxxxx+xx++xxxxx+xxxxx++xxxxx++++x++x++xxxxx++xxx+++; Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- --------------- Volume Module: Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0, Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 48 0 15 0 0 0 0 812 53 9 669 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 001 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume : 64 0 20 0 0 0 0 820 53 10 697 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 64 0 20 0 0 0 0 820 53 10 697 0 ------------ I --------------- --------------- --------------- 11 ------ --------- Adjusted Volume Module : Grade : 0%- 0% 0%- 0% k Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Truck/Comb : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Club PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 71 0 22 0 0 0 0 820 53 11 697 0 ------------ --- ------------ --------------- ------- -------- ----------- ---- Critical Gap Module : MoveUp Time : 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------------ --------------- -- ------------- ------- -------- ----- --- -- - Capacity Module : Cnflict Vol : 1553 xxxx 436 xxxx xxxx xxxxx xxxx xxxx xxxxx 873 xxxx xxxxx Potent Cap. : 108 xxxx 832 xxxx xxxx xxxxx xxxx xxxx xxxxx 583 xxxx xxxxx Adj Cap: 0 . 97 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xx Move Cap. : 104 xxxx 832 xxxx xx xxxxx xxxx xxxx xxxxx 583 xxxx xxxxx ------------ 1 --------------- ------------- -- --------------- ------ --------- Level Of Service Module : Stopped Del : 86 .4 xxxx 4 . 4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6 . 3 xxxx xxxxx LOS by Move : * * * * * * * * * B x + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : xxxx 131 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 73 . 4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F * * * * * + + x + + ApproachDel : 67 . 3 0 . 0 0 . 0 0 . 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach[ MITIG8 Thu Jun 11, 1998 09 : 04 : 21 Page 1-1 ----------------------------------------------------------------------- --------- Patton Station Year 1999 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #39 Central Ave. (NS) / Pacific St . (EW) Average Delay (sec/veh) : 2 .4 Worst Case Level Of Service: F 1 Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 60 15 38 26 12 3 35 106 9 24 93 51 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume : 83 20 53 35 15 4 40 122 11 34 132 72 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 20 53 35 15 4 40 122 11 34 132 72 ------------ ------- -------- 11 --------------- 11 --------- ------ 11 ---- ----------- I Adjusted Volume Module : Grade : 0%- 0% 0% 0lk L k Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Truck/Comb: >D= xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : X.)= xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 91 22 58 39 17 5 44 122 11 37 132 72 ------------ ----- ----- ----- --------------- --------- ------ --------------- Critical Gap Module : MoveUp Time : 3 .4 3 . 3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 .5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ --------------- --------------- --------------- --------------- Capacity Module: Cnflict Vol : 379 405 127 405 374 168 204 xxxx xxxxx 133 xxxx xxxxx Potent Cap . : 639 669 1193 617 694 1138 1370 xxxx xxxxx 1482 xxxx xxxxx Adj Cap: 0 . 93 0 . 94 1 . 00 0 . 89 0 . 94 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 597 631 1193 � � -546 655 1138 1370 xxxx xxxxx 1482 xxxx xxxxx ------------ --------------- -------------- --------------- -------------- Level Of Service Module: Stopped Del : 7 . 0 5 . 9 3 . 2 7 . 0 5 . 6 3 . 2 2 . 7 xxxx xxxxx 2 . 5 xxxx xxxxx ILOS by Move : * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 603 xxxx xxxxx 575 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 7 . 2 xxxx xxxxx 6 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B * * * # # # * + ApproachDel : 5 . 6 6 . 3 0 . 7 0 .4 ! Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach I MITIG8 Thu Jun 11, 1998 09 : 09 : 17 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project PM Peak Hour --------------------------------------------------------- -- ---- Level Of Service Computation Report n 1994 HCM Unsignalized Method (Base Volume Alternative) u ++++++xx++++++xx++++++xx++++++xxx++++++xx++++++xx+++++xx+++++x+x+++++x+xxxx+++xx Intersection #39 Central Ave . (NS) / Pacific St . (EW) +++xxxxx++xx++xxxx+++xxx+x++xxxxxxx+++x+xx xxxx+++xxx++xxxxx++++x+xxxxx++++xxx++,ra Average Delay (sec/veh) : 2 . 6 Worst Case Level Of Service : ++++++xxx++xxx+xxxxx++++++xx+++++xxx+++++xxxx+xx++++xxx++++x+x++xxxxxxx++x+x+++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- II --------------- --------------- --------------- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0- ------------ --------------- --------------- --------------- -------------- Volume Module: Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 74 13 105 41 12 8 17 121 36 37 79 29 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91 PHF Volume : 83 14 118 48 14 10 21 149 44 40 87 32 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 14 118 48 14 10 , , -- - , , --21 149 44 40 87 32 ------------ , --------------- , , --------------- ------------ ------------- ,I Adjusted Volume Module : Grade : 0% 0%- 0'k 0%- % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1. 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 91 16 130 53 15 11 23 149 44 44 87 32 ------------ --------------- ------- -------- --------------- ---------- - ---- Critical Gap Module : MoveUp Time : 3 .4 3 . 3 2 . 6 3 . 4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ --------------- --------------- --------------- --------------- Capacity Module : Cnflict Vol : 347 351 171 401 357 103 119 xxxx xxxxx 193 xxxx xxxxx t Potent Cap . : 667 714 1134 620 709 1228 1505 xxxx xxxxx 1387 xxxx xxxxx Adj Cap: 0 . 94 0 . 95 1 . 00 0 . 84 0 . 95 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move- - - - -- -- � � - -- -- Cap. : 627 680 1134 521 676 1228 1505 xxxx xxxxx 1387 xxxx xxxxx ---- ----- --- -- - - --- - -- --- ---- --------------- --------------- Level Of Service Module : Stopped Del : 6 . 6 5 .4 3 . 5 7 . 6 5 .4 3 . 0 2 . 4 xxxx xxxxx 2 . 7 xxxx xxxxx LOS by Move: * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : 634 xxxx xxxxx 548 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 6 . 7 xxxx xxxxx 7 .4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B * * * * * * * * ApproachDel : 4 . 8 6 . 6 0 . 3 0 . 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l MITIG8 Thu Jun 11, 1998 09 : 04 : 24 Page 1-1 --------------------------------------------------------------------------- - ---- ' Patton Station Year 1999 Without Project AM Peak Hour Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) +xxxxxxxxxx++xxxx++++xxxxxxx++x++x+++xx+xxxxxxxxx++xxxxxxxxxxx++xxxxxxxxxxxxxx+, Intersection #9 Orange St . (NS) / Highland Ave. (EW) x+xxx+tt xxx+xxxxx++x++xxxt x+x++xx+xxxxxxxxx+xxxxxxxxxxx+xxxx+xx++xxxxxxxx+xxxx+> Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 301 Loss Time (sec) : 6 (Y+R = 4 Sec) Average Delay (sec/veh) : 6 . 7 IOptimal Cycle: 60 Level Of Service : B xxxxxxxxx+xxxxx+++x+xxxxxx++xxxxxxxxxxxx+++xxxxxxxxx+++xx+++++++xxxxxxxx++xxxx+: Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - ' Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ -------------- ------------- ------------- ---------- --- - Volume Module : ' Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 61 105 21 147 119 68 38 298 28 42 369 103 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 . 93 0 . 93 0 . 81 0 . 81 0 . 81 PHF Volume : 74 128 26 204 165 95 41 321 30 52 455 127 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 128 26 204 165 95 41 321 30 52 455 127 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 74 128 26 204 165 95 41 321 30 52 455 127 ------------ I --------------- -------------=- II --------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 83 0 . 17 1 . 00 0 . 63 0 .37 1 . 00 1 . 83 0 . 17 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1496 304 1700 1142 658 1700 3292 308 1700 3600 1800 ------- ----- I --------------- --------------- - -------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 09 0 . 09 0 . 12 0 . 14 0 . 14 0 . 02 0 . 10 0 . 10 0 . 03 0 . 13 0 . 07 Crit Moves : **** **** Green/Cycle: 0 .48 0 . 48 0 . 48 0 .48 0 .48 0 .48 0 .42 0 .42 0 .42 0 .42 0 .42 0 .42 Volume/Cap: - 0 . 09 0 . 18 0 . 18 0 . 25 0 .30 0 . 30 0 . 06 0 . 23 0 . 23 0 . 07 0 . 30 0 . 17 ----------- --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 5 . 5 5 . 7 5 . 7 6 . 0 6 . 2 6 . 2 6 . 7 7 .2 7 . 2 6 . 7 7 . 5 7 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 5 . 5 5 . 7 5 . 7 6 . 0 6 . 2 6 .2 6 . 7 7 . 2 7 . 2 6 . 7 7 . 5 7 . 0 Queue : 1 1 0 2 2 1 0 3 0 1 5 1 +++xx++++++xxxxx++++++++xxxxxxxxxx+++++++xxxx+++++++x+++++++++++++++++++++xxxxx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach i I MITIG8 Thu Jun 11, 1998 09 : 09 : 20 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 Without Project PM Peak Hour --------------------------------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +++++xxx+++++xx++++xxx+++++x++xx++++++xxx+++x+++++x++++++x+++x+++x+++++++++x++x Intersection #9 Orange St . (NS) / Highland Ave . (EW) +xxxxx++++xxxxxxxxxxx+x++xxxxxxxx++++++xxx+x++++x++x++x+xx+x+++++++xx+++xx++xx+� Cycle (sec) : 60 Critical Vol. /Cap. (X) : 0 .302 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 .2 Optimal Cycle: 60 Level Of Service: B xxxxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxx++xxx+++xx+++++xxx+++++x*xxxx+xx+xxxx+x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ---- -- � � ---- -- � � ---- -- � � ---- --------- --------- --------- --------- Control : Permitted Permitted Permitted Permitted--I. Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 8 ------------ I ------ --------- --------------- --------------- --------------- Volume Module : Base Vol : 54 27 42 75 29 35 92 616 102 40 466 1298 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 57 28 44 79 30 37 97 647 107 42 489 135 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . O0 PHF Adj : 0 . 93 0 . 93 0 . 93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 PHF Volume: 61 30 47 91 35 42 101 674 112 44 510 141E Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 61 30 47 91 35 42 101 674 112 44 510 14:L PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00, MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 61 30 47 91 35 42 101 674 112 44 510 141 ------------ --------------- ------------ --- ------- ------ - - ----------- ---- Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 39 0 . 61 1 . 00 0 . 45 0 . 55 1 . 00 1 . 72 0 . 28 1 . 00 2 . 00 1 . 001 Final Sat . : 1700 701 1099 1700 818 982 1700 3087 513 1700 3600 1800 ------------ I --------- ------ --------------- --------- ---- -- --------------- Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 04 0 . 04 0 . 05 0 . 04 0 . 04 0 . 06 0 . 22 0 . 22 0 . 03 0 . 14 0 . 088 Crit Moves : **** **** Green/Cycle : 0 . 33 0 . 33 0 . 33 0 . 33 0 .33 0 . 33 0 . 57 0 .57 0 . 57 0 . 57 0 . 57 0 . 57 Volume/Cap: 0 . 11 0 . 13 0 . 13 0 . 16 0 . 13 0 . 13 0 . 10 0 .39 0 .39 0 . 05 0 . 25 0 . 141 ------------ 1 --------------- 11 --'------------ --------------- --------------- Level Of Service Module : Delay/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 4 . 7 4 . 7 3 . 7 4 . 3 4 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 008 Adj Del/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 4 . 7 4 . 7 3 . 7 4 . 3 4 . 0 Queue : 1 0 1 1 0 0 1 6 1 0 4 1 xxxxxxxx+xx++++xxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxx++xx+xxxxxxxx++xxx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport BeachB 1 I MITIG8 Thu Jun 11, 1998 09 : 04 : 26 Page 1-1 Patton Station Year 1999 Without Project AM Peak Hour iLevel Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) x+xxxxx�x++xxxxxxx++++++xxxxx+xxxxxxxxxxxxxxxxxxx++xx+xx+xxxx+xx++xx++++++xxx++: Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 325 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 3 Optimal Cycle: 72 Level Of Service : B +x+xxxxxxx+xxxxxxxxxx++xx++++xxxxxxxxxx++xxxxxxxxxxxxxx++xxxxx+x+xxxxxxxxxxxx+x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- --------- --- Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 t Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- Volume Module : ' Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 76 114 46 40 127 127 87 237 102 39 306 38 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 PHF Volume : . 89 135 54 49 155 155 105 286 123 44 343 42 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 89 135 54 49 155 155 105 286 123 44 343 42 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 89 135 54 49 155 155 105 286 123 44 343 42 � ----------- - ------ - --- ----- � � ------ ----==-=-- � � --------------- � � --------------- , Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .40 0 . 60 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2517 1083 1700 3600 1800 ------------ I --------------- -------------- - --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 03 0 . 07 0 . 03 0 . 03 0 . 09 0 . 09 0 . 06 0 . 11 0 . 11 0 . 03 0 . 10 0 . 02 Crit Moves : **** **** **** **** Green/Cycle : 0 . 14 0 . 28 0 . 28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 .28 Volume/Cap: 0 .20 0 .27 0 . 11 0 . 21 0 .31 0 . 31 0 . 44 0 .41 0 .41 0 . 19 0 . 34 0 . 08 ------------ --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 17 . 8 13 .2 12 . 5 17 . 8 13 . 3 13 .3 19 . 3 13 . 8 13 . 8 17 . 7 13 . 5 12 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 8 13 .2 12 . 5 17 . 8 13 . 3 13 . 3 19 . 3 13 . 8 13 . 8 17 . 7 13 . 5 12 .4 Queue : 2 2 1 1 2 2 2 5 2 1 6 1 xxx+xxxxxxxxxx+xxx+xx+++xxxxx+xxxxx+xxx+xxxx++++xxxx+xxx+x+xx+x+xxxxxxxx++x+x+x ITraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R. K & J.K, Newport Beach i MITIG8 Thu Jun 11, 1998 09 : 09 : 23 Page 1-1 d -------------------------------------------------------------------------------- Patton Station n Year 1999 Without Project u PM Peak Hour --------------------------------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #10 Palm Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 .442 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 7 Optimal Cycle : 72 Level Of Service : C ++++x+++++xx+x++++++x+++xxxxxxxxxxx+x+++x+++xx+xx++++xx+++x+++xxxxx+xxx++++++++ Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------p Control : Protected Protected Protected Protected IL Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ --------------- --------- ------ ------------ --- ----------- ---- Volume Module: Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05' Initial Bse : 142 98 119 50 64 87 80 546 142 86 452 39 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 .94 0 . 94 0 . 94 PHF Volume : 167 115 140 63 80 109 83 569 148 92 480 41 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 167 115 140 63 80 109 83 569 148 92 480 41 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 _ Final Vol . : 167 115 140 63 80 109 83 569 148 92 480 41 ------------ --------------- --------------- --------------- -------- ------- Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .59 0 .41 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2857 743 1700 3600 1800 ------ I --------------- ------ --------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 05 0 . 06 0 . 08 0 . 04 0 . 04 0 . 06 0 . 05 0 .20 0 . 20 0 . 05 0 . 13 0 . 021 Crit Moves : **** **** **** **** Green/Cycle : 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 . 28 Volume/Cap: 0 . 38 0 .23 0 .28 0 . 27 0 . 16 0 .22 0 . 35 0 . 72 0 . 72 0 .39 0 . 48 0 . 08 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 18 . 5 13 . 0 13 .2 18 . 1 12 . 7 12 . 9 18 . 5 16 . 9 16 . 9 18 . 8 14 . 3 12 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 18 . 5 13 . 0 13 .2 18 . 1 12 . 7 12 . 9 18 . 5 16 . 9 16 . 9 18 . 8 14 . 3 12 .4 Queue : 3 2 2 1 1 2 2 11 3 2 8 1 xxx+++xxxxxxxxxxxxx+++xxxxxx+x+++xx+++++xxx+x++xxxxx++++xxxxxxxx++x+xxxxxxxx+++- Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beachla i ' APPENDIX F YEAR 1999 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS I i E t i 1 i i MITIG8 Thu Jun 11, 1998 09 : 13 :38 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .501 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 8 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --- -- - - - - - - - - -- � � --------------- � � --------------- � Control Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1- � � - - � � - 0 0 2 0 0 0 0 2 0 0 ------------ --------------- � � -------------- ------------- -------------- � Volume Module: ' Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 0 0 679 0 0 0 323 0 0 433 0 Added Vol : 0 0 0 68 0 0 0 17 0 0 14 0 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Futr 0 0 0 747 0 0 0 340 0 0 446 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 PHF Volume: 0 0 0 946 0 0 0 382 0 0 558 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 946 0 0 0 382 0 0 558 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 946 0 0 0 382 0 0 558 0 ------------ I -- ------------- --------------- --------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ----------- ------- ------ ------ � � --------------- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .30 0 . 00 0 . 00 0 . 00 0 . 11 0 . 00 0 . 00 0 . 15 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .59 0 . 00 0 . 00 0 . 00 0 . 31 0 . 00 0 . 00 0 . 31 0 . 00 Volume/Cap : 0 . 00 0 . 00 0 . 00 0 . 50 0 . 00 0 . 00 0 . 00 0 .34 0 . 00 0 . 00 0 . 50 0 . 00 ------------ I ------- -------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 4 . 8 0 . 0 0 . 0 0 . 0 10 .4 0 . 0 0 . 0 11 . 2 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 4 . 8 0 . 0 0 . 0 0 . 0 10 .4 0 . 0 0 . 0 11 . 2 0 . 0 Queue : 0 0 0 9 0 0 0 5 0 0 8 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach I MITIG8 Thu Jun 11, 1998 09 : 16 : 02 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project PM Peak Hour -------------------- -----------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 652 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 9 . 0 Optimal Cycle: 60 Level Of Service : B x++xxxxxx++x+xxx+xxx+xxxxxx+++xx+xxx+x+++xx+++x+++++++x++++++++++++++x+xx+x+++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ----------- I� Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ ---------- ----- --------------- ---------- ----- --------------- I, Volume Module : Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 , Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 0 0 904 0 0 0 860 0 0 675 0 Added Vol : 0 0 0 98 0 0 0 24 0 0 22 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 1002 0 0 0 884 0 0 697 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1. 00 0 . 95 1 . 00 �c PHF Volume : 0 0 0 1033 0 0 0 951 0 0 734 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1033 0 0 0 951 0 0 734 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 1033 0 0 0 951 0 0 734 0 ------------ --- - ----------- -------------- - -------- ------- ----------- ---- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 00 2 . 00 3600 0 . 00 2 . 00 3600--0-001 Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 32 0 . 00 0 . 00 0 . 00 0 . 26 0 . 00 0 . 00 0 . 20 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .49 0 . 00 0 . 00 0 . 00 0 .41 0 . 00 0 . 00 0 .41 0 . 00 Volume/Cap : 0 . 00 0 . 00 0 . 00 0 . 65 0 . 00 0 . 00 0 . 00 0 . 65 0 . 00 0 . 00 0 . 50 0 . 00 ------------ --------------- --------------- --------------- --------------- ! Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 8 . 0 0 . 0 0 . 0 0 . 0 10 . 1 0 . 0 0 . 0 8 . 9 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 8 . 0 0 . 0 0 . 0 0 . 0 10 . 1 0 . 0 0 . 0 8 . 9 0 . 0 Queue: 0 0 0 13 0 0 0 13 0 0 9 0 xx++xxxxxxxxxxxxxxxxxxxxxxxx+xx+x+++++++++xxxxxx+++xx++x+++xxxx+xxxxxx+++xxxxxx: Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J. K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 13 :41 Page 1-1 ------------------------------------------------------------------------------- ' Patton Station Year 1999 With Project AM Peak Hour ---- ---- - - ------------------ Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave. (EW) xxxxxxx+xxxxxxxxxxxxx+x+x+++xxxxx+x+++xxxxxxxxxx++++xx+x++x+xxxxxxxxx+x+xxx+++x . Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 938 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34 . 1 Optimal Cycle : 120 Level Of Service : D xxx+xxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxx+x+++xx+xxxxx++++xxxxxxxxxxxxxxxx+++++- Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 -0 ------------ -------------- ------------- ------------- ------------- - Volume Module : Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 258 125 69 30 287 330 80 644 299 137 877 130 Added Vol : 0 0 17 17 0 0 0 85 0 55 68 14 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 258 125 86 47 287 330 80 729 299 191 945 144 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF Volume: 397 192 133 56 337 388 100 911 374 242 1196 182 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 397 192 133 56 337 388 100 911 374 242 1196 182 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 397 192 133 56 337 388 100 911 374 242 1196 182 ---- -------- --------------- --------------- --------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 . 60 0 .40 n Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4687 713 1t ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 23 0 . 11 0 . 07 0 . 03 0 . 19 0 . 22 0 . 03 0 .25 0 . 21 0 . 14 0 . 26 0 . 26 Crit Moves : **** **** **** **** Green/Cycle: 0 .25 0 .35 0 . 35 0 . 13 0 .23 0 . 23 0 . 08 0 .27 0 .27 0 . 15 0 . 34 0 . 34 Volume/Cap: 0 . 94 0 . 31 0 .21 0 . 25 0 . 81 0 . 94 0 . 37 0 . 94 0 . 77 0 . 94 0 . 75 0 . 75 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 49 .3 18 .5 17 . 7 30 . 5 32 .4 43 . 1 34 . 1 39 .4 31. 2 61 . 1 24 . 1 24 . 1 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 49 . 3 18 .5 17 . 7 30 . 5 32 .4 43 . 1 34 . 1 39 .4 31 .2 61 . 1 24 . 1 24 . 1 Queue : 16 5 3 2 12 16 3 34 12 11 36 6 xxxxxxx+++x+x+xx+xxxxxxxxxxxx+++++++++xxx++xxxxxxxxxx++xx+++x+xxxxxx+++xx++xxxx-. Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach t i MITIG8 Thu Jun 11, 1998 09 : 16 : 12 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project PM Peak Hour ----------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 846 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32 .4 Optimal Cycle: 120 Level Of Service : D ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- , --------- --------- --------------- �� Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ' ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 142 85 35 83 182 137 300 1104 349 156 1154 177 Added Vol : 0 0 24 24 0 0 0 122 0 88 110 22 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 142 85 59 107 182 137 300 1226 349 244 1264 199 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume : 189 113 79 119 202 152 341 1393 396 281 1453 229 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 189 113 79 119 202 152 341 1393 396 281 1453 229 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 ' MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 189 113 79 119 202 152 341 1393 396 281 1453 229 Sat/Lane : - 1 Saturation Flow Module : 1800 1800 1800111800 1800 1800111800 1800 1800111800 1800 18001 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 14 0 . 86 2 . 00 2 . 00 1 . 00 1 . 00 2 . 59 0 . 41 - Final Sat . : 1700 1800 1800 1700 2054 1546 3200 3600 1800 1700 4665 735 ----------- --------------- � � --------------- � � --------------- � � ------ --------- � Capacity Analysis Module: Vol/Sat : 0 . 11 0 . 06 0 . 04 0 . 07 0 . 10 0 . 10 0 . 11 0 . 39 0 . 22 0 . 17 0 . 31 0 .31 Crit Moves : **** **** ++++ ++++ Green/Cycle : 0 . 11 0 .25 0 . 25 0 . 09 0 .23 0 . 23 0 . 14 0 . 39 0 . 39 0 . 17 0 . 42 0 .42 Volume/Cap: 0 . 98 0 . 25 0 . 18 0 . 77 0 .44 0 .44 0 . 74 0 . 98 0 . 56 0 . 98 0 . 74 0 . 74 ------------ I ------------- -- --------------- --------------- --------------- �ti Level Of Service Module : 1I Delay/Veh: 79 . 3 23 . 5 23 . 0 47 . 8 26 . 1 26 . 1 36 . 3 38 . 2 19 . 0 68 . 6 20 . 0 20 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 79 . 3 23 .5 23 . 0 47 . 8 26 . 1 26 . 1 36 . 3 38 .2 19 . 0 68 . 6 20 . 0 20 . 0 Queue: 9 3 2 5 6 4 12 54 10 13 42 7 Traffix 6 .8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Thu Jun 11, 1998 09 : 13 :44 Page 1-1 ----------------------------------------------------------------------- ----- ---- Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 2 . 0 Worst Case Level Of Service: f ' Approach: North Bound South Bound East Bound West Bound; Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- ' Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- ' Volume Module : Base Vol : 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 422 104 217 464 0 0 0 0 0 0 0 ' Added Vol : 0 17 0 41 14 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 439 104 258 478 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 0 578 137 319 590 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 578 137 319 590 0 0 0 0 0 0 0 Adjusted Volume Module : Grade: 0%- 096 0%- 0% Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' Truck/Comb : xxxx xxxx xxxx xxxx xxxx xxxx X.>= xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: X.)= xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' Adj Vol . : 0 578 137 351 590 0 0 0 0 0 0 0 Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 715 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ' Potent Cap. : xxxx xxxx xxxxx 709 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 709 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ --- ------------ --------------- ------ - -------- ' Level Of Service Module : II Stopped Del :xxxxx xxxx xxxxx 9 . 2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * ApproachDel : 0 . 0 3 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jun 11, 1998 09 : 16 : 17 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project PM Peak Hour n -------------------- ------------------------------------ u Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 2 . 1 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � volume Module: Base Vol : 0 238 70 330 419 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 250 74 347 440 0 0 0 0 0 0 0 Added Vol : 0 24 0 66 22 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 274 74 412 462 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 0 319 85 443 497 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 319 85 443 497 0 0 0 0 0 0 0 Adjusted Volume Module : Grade : 0% 0'k 0% 0% * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 319 85 488 497 0 0 0 0 0 0 0 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- 11 --------------- --------------- �' Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 404 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1040 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx , Move Cap. : xxxx xxxx xxxxx 1040 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ---------- -- I --------------- - - ------------- 11 --------------- --------------- � Level Of Service Module : ' Stopped Del :xxxxx xxxx xxxxx 6 . 0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : * * * B * * * * * * * # Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * + * * + + ApproachDel : 0 . 0 3 . 0 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 ' MITIG8 Thu Jun 11, 1998 09 : 13 :47 Page 1-1 -------------------------------------------------------------------------------- ' Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ' Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) +xx++x+xxxxxx+++++xxxxxx++xxx+xxx+xxxx+xxxxxxx++xx+x+xxxxxx+xxx+xxxx+++++xx+x+x� Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 554 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 .4 Optimal Cycle : 120 Level Of Service: C xxxxxx+++xxxx+++x+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxx+++xxxxxxxxx+++xxxxx, Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I -------------- --------------- -------------- -------------- ! Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ -------------- ------------- ------------- ------------- - � Volume Module: ' Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 217 17 116 17 0 17 12 675 0 0 909 14 Added Vol : 0 0 51 0 0 0 0 119 0 0 137 0 ' PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 217 17 167 17 0 17 12 794 0 0 1046 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 81 0 . 81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 PHF Volume: 268 21 206 21 0 21 15 1018 0 0, 1291 17 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 268 21 206 21 0 21 15 1018 0 0 1291 17 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 268 21 206 21 0 21 15 1018 0 0 1291 17 ------------ --------------- - -------------- ------------- -- --------------- ' Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 167 1633 1700 0 1800 1700 3600 0 0 3553 47 ------------ --------------- --------------- --------- ------ � � --------------- Capacity Analysis Module : ' Vol/Sat : 0 . 00 0 . 13 0 . 13 0 . 01 0 . 00 0 . 01 0 . 01 0 . 28 0 . 00 0 . 00 0 .36 0 . 36 Crit Moves : **** **** **** Green/Cycle : 0 . 30 0 . 30 0 . 30 0 . 18 0 . 00 0 . 18 0 . 08 0 . 60 0 . 00 0 . 00 0 .51 0 . 51 Volume/Cap: 0 . 00 0 .42 0 .42 0 . 07 0 . 00 0 . 06 0 . 11 0 .47 0 . 00 0 . 00 0 . 71 0 . 71 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 32 . 9 21 . 9 21 . 9 26 .2 0 . 0 26 .2 32 . 9 8 . 9 0 . 0 0 . 0 15 .2 15 . 2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' AdjDel/Veh: 32 . 9 21 . 9 21 . 9 26 . 2 0 . 0 26 . 2 32 . 9 8 . 9 0 . 0 0 . 0 15 . 2 15 . 2 Queue : 9 1 6 1 0 1 0 19 0 0 33 1 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 16 :27 Page 1-1 ' -------------------------------------------------------------------------------- Patton Station Year 1999 With Project PM Peak Hour ----------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 690 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17 . 7 Optimal Cycle : 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- --------- --------- ----------- 11 Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ' ------------ I --------------- --------------- --------------- --------------- I Volume Module : Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 256 13 122 16 0 18 23 1213 0 0 1209 19 Added Vol : 0 0 73 0 0 0 0 171 0 0 219 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 , Initial Fut : 256 13 195 16 0 18 23 1384 0 0 1428 19 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 . 94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume : 273 13 207 24 0 27 25 1520 0 0 1721 23 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 273 13 207 24 0 27 25 1520 0 0 1721 23 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Final Vol . : 273 13 207 24 0 27 25 1520 0 0 1721 23 ------------ --------------- --- --- --------- --------------- ------- ------ -- � Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 06 0 . 94 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 106 1694 1700 0 1800 1700 3600 0 0 3553 47 ------------ I --------------- --------------- ---- ------- ---- --------------- I Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 12 0 . 12 0 . 01 0 . 00 0 . 01 0 . 01 0 .42 0 . 00 0 . 00 0 .48 0 .48 Crit Moves : *##+ ***+ **** Green/Cycle : 0 . 28 0 .28 0 . 28 0 . 18 0 . 00 0 . 18 0 . 08 0 . 62 0 . 00 0 . 00 0 . 54 0 . 54 Volume/Cap: 0 . 00 0 .44 0 .44 0 . 08 0 . 00 0 . 08 0 . 18 0 . 68 0 . 00 0 . 00 0 . 90 0 . 90 ------------ I --------------- --------------- --------------- ---- ----------- �� Level Of Service Module : Delay/Veh: 34 . 7 23 .4 23 .4 26 . 2 0 . 0 26 . 2 33 . 1 10 . 2 0 . 0 0 . 0 20 . 5 20 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 34 . 7 23 .4 23 .4 26 . 2 0 . 0 26 . 2 33 . 1 10 . 2 0 . 0 0 . 0 20 . 5 20 .5 Queue : it 0 6 1 0 1 1 34 0 0 54 2 Traffix 6 . 6 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Thu Jun 11, 1998 09 :13 :49 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project AM Peak Hour -------------------- ----------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #6 Victoria Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 .458 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17 . 7 ' Optimal Cycle: 71 Level Of Service: C Approach: North Bound South Bound East Bound West Bound ' Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - � Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ' Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ -------------- ------------- ------- ------ ------------- - � Volume Module : ' Base Vol : 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 67 57 34 24 177 54 17 311 37 35 413 28 Added Vol : 0 0 17 17 0 0 0 170 0 14 137 14 ' PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 67 57 51 41 177 54 17 481 37 48 549 42 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 PHF Volume: 84 71 63 50 216 65 18 517 40 64 723 55 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 84 71 63 50 216 65 18 517 40 64 723 55 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 84 71 63 50 216 65 18 517 40 64 723 55 - - ---- ------ I --------------- --------------- - -------------- ------ -------- - I ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 86 0 . 14 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3341 259 1700 3600 1800 ------------ ----------- ---- --------------- - -------------- ------- -------- � Capacity Analysis Module : ' Vol/Sat : 0 . 00 0 . 04 0 . 04 0 . 00 0 . 12 0 . 04 0 . 01 0 . 15 0 . 15 0 . 04 0 .20 0 . 03 Crit Moves : **** **** **** **** Green/Cycle : 0 .49 0 . 31 0 . 31 0 . 49 0 . 31 0 . 31 0 . 14 0 . 24 0 . 24 0 . 14 0 . 24 0 .24 Volume/Cap: 0 . 00 0 . 13 0 . 11 0 . 00 0 . 39 0 . 12 0 . 08 0 . 65 0 . 65 0 . 27 0 . 84 0 . 13 ' ------------ I --------------- --------------- --------------- II --------------- I Level Of Service Module : Delay/Veh: 17 . 8 11 .4 11 . 3 17 .4 12 . 6 11 .3 17 . 1 16 . 9 16 . 9 17 . 7 21 . 8 13 . 7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' AdjDel/Veh: 17 . 8 11 . 4 11 . 3 17 .4 12 . 6 11 . 3 17 . 1 16 . 9 16 . 9 17 . 7 21 . 8 13 . 7 Queue : 2 1 1 1 3 1 0 10 1 1 15 1 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 :25 : 33 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project PM Peak Hour ----------- ------------------------------, Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 77 Critical Vol . /Cap. (X) : 0 . 558 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23 . 5 Optimal Cycle : 77 Level Of Service: C Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - -T--_ R L - T - R L - T - R ------------ � --------------- � � ------ -- --------- ------------ � Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0--1 ------------ --------------- II --------------- II --------------- II ----------- -- � Volume Module : Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 , Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 34 143 46 39 112 25 58 716 74 45 576 47 Added Vol : 0 0 24 24 0 0 0 244 0 22 219 22 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 34 143 70 63 112 25 58 960 74 67 795 69 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0 . 93 0 . 93 0 . 93 PHF Volume : 41 174 86 71 128 29 58 970 74 72 855 74 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 41 174 86 71 128 29 58 970 74 72 855 74 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 ' Final Vol . : 41 174 86 71 128 29 58 970 74 72 855 74 ---- -------- --------------- --------------- --------------- ------ --------- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 86 0 . 14 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3345 255 1700 3600 1800 ' ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 10 0 . 05 0 . 00 0 . 07 0 . 02 0 . 03 0 .29 0 .29 0 . 04 0 .24 0 . 04 Crit Moves : **** **** *+** **** Green/Cycle : 0 .45 0 .29 0 . 29 0 .45 0 . 29 0 . 29 0 . 13 0 . 30 0 . 30 0 . 13 0 . 30 0 . 30 Volume/Cap: 0 . 00 0 . 34 0 . 17 0 . 00 0 . 25 0 . 06 0 . 26 0 . 97 0 . 97 0 .33 0 . 60 0 . 14 ------------ I --------------- --------------- --------------- --------------- I, Level Of Service Module : Delay/Veh: 19 . 3 14 .2 13 . 3 19 . 7 13 . 7 12 . 9 19 . 6 32 . 6 32 . 6 20 . 0 19 . 0 12 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 19 . 3 14 .2 13 . 3 19 . 7 13 . 7 12 . 9 19 . 6 32 . 6 32 . 6 20 . 0 19 . 0 12 . B Queue: 1 3 1 1 2 0 1 26 3 1 18 1 *xxxx*xx+xx*xx*#***xx***+++++xxx*x#**x*****x*x**xx*x+++xx*#+x*******xx*+*+xx***a Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , ' MITIG8 Thu Jun 11, 1998 09 :28 :48 Page 1-1 ------------------------------------------------------------------------------- - ' Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) x+x+++++x++++xx+++xxxx+++xxx+++xx++x+xx++++++++++++xx+++x+x++++++xx+x+++++++++++ Cycle (sec) : 65 Critical Vol . /Cap. (X) : 0 . 623 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 .2 Optimal Cycle: 65 Level Of Service: B xxx++++xxxx+++x++++xxx++++xxxx+++xxxx+++xxxx+++xxx++x+xxx+x+xxxxxx+xxxxx+++xxxx, Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R- � � - - � � - L - T - R L - T - R ------------ --------------- � � -------------- ------------- -------------- � Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 ' Lanes : 0 1 0 0 1 0 1 0 0 1- II - - � � - 1 0 2 0 1 1 0 1 1 0 ------------ --------------- � � -------------- ------------- ------------- - Volume Module : ' Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 41 1 15 27 1 37 167 355 41 7 432 98 Added Vol : 164 0 27 0 0 0 0 0 204 34 0 0 ' PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 205 1 42 27 1 37 167 355 245 41 432 98 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 0 . 55 0 .55 0 . 55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 . 69 0 . 79 0 . 79 0 . 79 PHF Volume : 373 2 76 33 1 45 242 514 355 52 546 124 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 373 2 76 33 1 45 242 514 355 52 546 124 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 373 2 76 33 1 45 242 514 355 52 546 124 ------------ I --------------- --------------- --------------- --------------- ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 99 0 . 01 1 . 00 0 . 97 0 . 03 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 63 0 .37 Final Sat . : 1790 10 1800 1747 53 1800 1700 3600 1800 1700 2934 666 ------------ ----- ---------- --------------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 21 0 . 21 0 . 04 0 . 02 0 . 02 0 . 03 0 . 14 0 . 14 0 .20 0 . 03 0 . 19 0 . 19 Crit Moves : **** **** **** Green/Cycle : 0 . 34 0 . 34 0 . 34 0 . 34 0 . 34 0 . 34 0 . 23 0 . 31 0 . 31 0 . 21 0 . 30 0 . 30 Volume/Cap: 0 . 62 0 . 62 0 . 12 0 . 06 0 . 06 0 . 07 0 . 63 0 .45 0 . 63 0 . 15 0 . 63 0 . 63 ' ------------ 1 --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 12 . 9 12 . 9 9 . 6 9 .4 9 .4 9 .4 16 . 9 11 . 7 13 . 9 13 . 6 13 . 6 13 . 6 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 12 . 9 12 . 9 9 . 6 9 .4 9 .4 9 .4 16 . 9. 11 . 7 13 . 9 13 . 6 13 . 6 13 . 6 Queue : 6 0 1 0 0 1 4 8 6 1 9 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 16 : 39 Page 1-1 ' -------------------------------------------------------------------------------- Patton Station ' Year 1999 With Project PM Peak Hour ---------------------------------------- - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 590 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12 .5 Optimal Cycle : 60 Level Of Service : B +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- --------- --- Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : ------ 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1-0-- 11 ------ -------------- � � --------------- � � --------------- � � ----------- -O- � Volume Module : Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse : 65 2 32 109 1 165 46 722 61 6 687 14 Added Vol : 263 0 44 0 0 0 0 0 293 49 0 0 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Fut : 329 2 75 109 1 185 46 722 354 55 687 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 . 71 0 . 71 0 . 78 0 . 76 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 0 . 97 0 . 97 PHF Volume: 463 3 106 140 1 237 48 753 368 57 708 14 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 463 3 106 140 1 237 48 753 368 57 708 14 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 463 3 106 140 1 237 48 753 368 57 708 14 --------- --- I ------------ --- --------------- -- ------- ------ --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 99 0 . 01 1 . 00 0 . 99 0 . 01 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 96 0 . 04 Final- - I --- - - --- ---- Sat . : 1788 12 1800 1787 13 1800 1700 3600 1800 1700 3530 70 ----- ----- ---- -- ---- � � ---- -------- II -- ------------- II --------- Capacity Analysis Module : Vol/Sat : 0 .26 0 . 26 0 . 06 0 . 08 0 . 08 0 . 13 0 . 03 0 .21 0 .20 0 . 03 0 . 20 0 . 20 Crit Moves : **** *+++ ++++ Green/Cycle: 0 . 38 0 . 38 0 . 38 0 . 38 0 . 38 0 . 38 0 . 19 0 .31 0 .31 0 . 17 0 . 28 0 . 28 Volume/Cap: 0 . 68 0 . 68 0 . 16 0 . 21 0 . 21 0 . 35 0 . 15 0 . 68 0 . 67 0 .20 0 . 71 0 . 71 ------------ I --------------- II - ------------- - II - -------------- II --------------- ! Level Of Service Module : Delay/Veh: 12 . 1 12 . 1 8 . 0 8 . 2 8 .2 8 . 6 13 . 1 13 . 1 13 . 9 14 . 0 14 . 1 14 . 1 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 12 . 1 12 . 1 6 . 0 6 . 2 8 .2 8 . 8 13 . 1 13 . 1 13 . 9 14 . 0 14 . 1 14 . 1 Queue : 7 0 1 2 0 3 1 12 6 1 11 1 Traffix 6 . 6 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 13 : 55 Page 1-1 ------------------------------- ------ -------- ---------------------------------- Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future volume Alternative) Intersection #8 Central Ave. (NS) / Highland Ave . (EW) xxxxxxx+xxxx+xxxxxxxxxxx+++++++++xxxxxxx++++++++++++++xxxxxxxxxxx++xxxx+xxx+++xx Average Delay (sec/veh) : 3 . 3 Worst Case Level Of Service: E xxx++x+xxxxxx++x++xxx+x+++xx+x+++x++++x+t x+++xxx++++++++x+x+++++++x++++++xx++++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- --------------- � ' Volume Module : Base Vol : 66 0 26 0 0 0 0 345 23 4 473 10 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 69 0 27 0 0 0 0 362 24 4 497 0 ' Added Vol : 0 0 27 0 0 0 0 27 0 34 34 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 69 0 55 0 0 0 0 390 24 38 531 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume: . 79 0 62 0 0 0 0 481 30 50 698 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 0 62 0 0 0 0 481 30 50 698 0 ' Adjusted Volume Module : Grade : 0%; 0'k 0'k 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 0 68 0 0 0 0 481 30 55 698 0 Critical Gap Module : MoveUp Time : 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx ' Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------------ I ---------- ----- --------------- --------------- --------------- j Capacity Module : Cnflict Vol : 1244 xxxx 255 xxxx xxxx xxxxx xxxx xxxx xxxxx 511 xxxx xxxxx Potent Cap. : 170 xxxx 1028 xxxx xxxx xxxxx xxxx xxxx xxxxx 912 xxxx xxxxx Adj Cap: 0 . 90 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 152 xxxx 1028 xxxx xxxx xxxxx xxxx xxxx xxxxx 912 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- ' Level Of Service Module : Stopped Del : 48 .4 xxxx 3 . 7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4 . 2 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT ' Shared Cap. : xxxx 244 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 34 . 5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * E ' ApproachDel : 28 . 7 0 . 0 0 . 0 0 . 3 Traffix 6 . 6 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 16 :42 Page 1-1 ' -------------------------------------------------------------------------------- Patton Station , Year 1999 With Project PM Peak Hour -------------------------------------' Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #8 Central Ave. (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 12 . 1 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include ' Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- ------- -------- � Volume Module : Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 , Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 48 0 15 0 0 0 0 812 53 9 669 0 Added Vol : 0 0 44 0 0 0 0 44 0 49 49 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 , Initial Fut : 48 0 59 0 0 0 0 856 53 58 718 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume : 64 0 78 0 0 0 0 864 53 61 748 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 64 0 78 0 0 0 0 864 53 61 748 0 ' Adjusted Volume Module : Grade : 0% 0% 0% 0lk % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb : xxxx xxxx X.>= xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 , Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 71 0 86 0 0 0 0 864 53 67 748 0 ' Critical Gap Module : MoveUp Time: 3 . 4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp : 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------------ I --------------- --------------- ---- --- -------- --------------- '1 Capacity Module : Cnflict Vol : 1699 xxxx 459 xxxx xxxx xxxxx xxxx xxxx xxxxx 917 xxxx xxxxx Potent Cap. : 87 xxxx 811 xxxx xxxx xxxxx xxxx xxxx xxxxx 552 xxxx xxxxx Adj Cap: 0 . 78 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1. 00 xxxx xxxxx ' Move Cap. : 68 xxxx 811 xxxx xxxx xxxxx xxxx xxxx xxxxx 552 xxxx xxxxx ------------ I --------------- -- ------------- --------------- ----------- ---- I Level Of Service Module : Stopped Del : 308 .5 xxxx 4 . 9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7 . 3 xxxx xxxxx , LOS by Move: * * * * * * * * + B + + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 137 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx , Shrd StpDel :xxxxx 290 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F * * * * * + + + + + ApproachDel : 142 . 1 0 . 0 0 . 0 0 . 6 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R. K & J.K, Newport Beach i ' MITIG8 Thu Jun 11, 1998 14 :57 : 09 Page 1-1 ------------------------------- ---------- ---- ----------------------------------- Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x++++++++x+++x+xx++++xxxxx+++++++x+++++x++xx+xx++x++++++++++++x++xxx++++++++x+x+ ' Intersection #8 Central Ave . (NS) / Highland Ave . (EW) xxx+++xxx++x+xxx+xxxx++x+xxxx+xxx++xxx+++xxxx++xx++++++x++xx+xxx++xxxxx++xx+xx++ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .318 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 0 Optimal Cycle : 60 Level Of Service : A xx+xxxx++xxxx xxx+xxxx+xxxxxxx+xx+x+xxx++xxxxxx++xxxxxx+xxxxx++xxxxx+xxxxxxxxxx+x Approach: North Bound South Bound East Bound West Bound . Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ----------- � Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 ' Lanes : 0 0 1 ! 0 0- 11 - - � � - - � � - 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ -------------- ------------- ------------- -------------- � Volume Module : Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 69 0 27 0 0 0 0 362 24 4 497 0 Added Vol : 0 0 27 0 0 0 0 27 0 34 34 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 69 0 54 0 0 0 0 389 24 38 531 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume : 79 0 62 0 0 0 0 481 30 50 698 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 79 0 62 0 0 0 0 481 30 50 698 0 ' PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 79 0 62 0 0 0 0 481 30 50 698 0 ------------ I --------------- --------------- --------------- --------------- I 1 Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 0 . 56 0 . 00 0 .44 0 . 00 0 . 00 0 . 00 0 . 00 1 . 88 0 . 12 0 . 13 1 . 87 0 . 00 ' Final Sat . : 1009 0 791 0 0 0 0 3389 211 241 3359 0 ------------ I --------------- --------------- --------------- -------- ------- I Capacity Analysis Module: 1 Vol/Sat : 0 . 08 0 . 00 0 . 08 0 . 00 0 . 00 0 . 00 0 . 00 0 . 14 0 . 14 0 .21 0 . 21 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 33 0 . 00 0 .33 0 . 00 0 . 00 0 . 00 0 . 00 0 . 57 0 .57 0 . 57 0 . 57 0 . 00 Volume/Cap: 0 . 23 0 . 00 0 . 24 0 . 00 0 . 00 0 . 00 0 . 00 0 . 25 0 . 25 0 . 37 0 . 37 0 . 00 ' ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module : Delay/Veh: 9 .4 0 . 0 9 .4 0 . 0 0 . 0 0 . 0 0 . 0 4 .3 4 .3 4 . 6 4 . 6 0 . 0 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 9 .4 0 . 0 9 .4 0 . 0 0 . 0 0 . 0 0 . 0 4 . 3 4 . 3 4 . 6 4 . 6 0 . 0 Queue : 1 0 1 0 0 0 0 4 0 0 6 0 xx+xxx+xx+++xxxxxxxx+++xxxxx++xxxx+xxxxx+++++++xxxxx++xxx++x+xxx+x+++xxxx+++++x+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 14 : 57 :38 Page 1-1 , -------------------------------------------------------------------------------- Patton Station , Year 1999 With Project PM Peak Hour ----------------------------------------------------------- ----- Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) Intersection #8 Central Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 371 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 .2 Optimal Cycle : 60 Level Of Service: B xxxxxx++xxxx+xx+xxxxxxxxxx+xxxxxx+xxxx+xxxxxxxxxxxxxxxxxx++xxxxxxx++xxxxxxxxx+++, Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ---- -- � � ---- -- � � ---- -- � � ---- --------- --------- --------- ------- ---- I' Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : 0 0 1 ! 0 0- 11 - - � � - -- - � � - -- -- -- 0 0 0 0 0 0 0 1 1 0 0 1 1 00 ------------ -------------- ------------- ---------- - - - - ----- � Volume Module: Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse : 48 0 15 0 0 0 0 812 53 9 669 0 Added Vol : 0 0 44 0 0 0 0 44 0 49 49 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 48 0 59 0 0 0 0 856 53 58 718 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume : 64 0 78 0 0 0 0 864 53 61 748 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 64 0 78 0 0 0 0 864 53 61 748 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Final Vol . : 64 0 78 0 0 0 0 864 53 61 748 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 0 . 45 0 . 00 0 . 55 0 . 00 0 . 00 0 . 00 0 . 00 1 . 88 0 . 12 0 . 15 1 . 85 0 . 00 Final Sat . : 811 0 989 0 0 0 0 3392 208 271 3329 0 ------------ I --------------- --------------- --------------- II --------------- I Capacity Analysis Module : Vol/Sat : 0 . 08 0 . 00 0 . 08 0 . 00 0 . 00 0 . 00 0 . 00 0 .25 0 . 25 0 . 22 0 . 22 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 33 0 . 00 0 . 33 0 . 00 0 . 00 0 . 00 0 . 00 0 .57 0 .57 0 . 57 0 .57 0 . 00 Volume/Cap: 0 . 24 0 . 00 0 . 24 0 . 00 0 . 00 0 . 00 0 . 00 0 . 45 0 .45 0 .40 0 .40 0 . 00 ------------ I --------------- --------------- --------------- --------------- I� Level Of Service Module: Delay/Veh: 9 .4 0 . 0 9 . 4 0 . 0 0 . 0 0 . 0 0 . 0 5 . 0 5 . 0 4 . 8 4 . 8 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 9 .4 0 . 0 9 .4 0 . 0 0 . 0 0 . 0 0 . 0 5 . 0 5 . 0 4 . 8 4 . 8 0 . 0 Queue : 1 0 1 0 0 0 0 8 1 1 7 0� xxxxx++xx+xxxxxxxxxxx+xxxxxxxxxxx+x+xxx+xxxxxx+xxxxx+xxx+xxxxxxxxxxxxx++xxxxx++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Thu Jun 11, 1998 09 : 14 : 34 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #38 Central Ave . (NS) / Project Entrance (EW) Average Delay (sec/veh) : 1 .5 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ► 1 --------------- 1I --------------- ! Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ -------------- ------------- ------------- ----------- -- - ' Volume Module: Base Vol : 0 92 0 0 27 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 97 0 0 28 0 0 0 0 0 0 0 ' Added Vol : 68 0 0 0 0 34 27 0 55 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 68 97 0 0 28 34 27 0 55 0 0 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 95 1 . 00 1 . 00 0 . 95 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 68 102 0 0 30 34 27 0 55 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 68 102 0 0 30 34 27 0 55 0 0 0 ' Adjusted Volume Module : Grade : 0% 0% 0lk 0%. W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' % Truck/Comb : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' Adj Vol . : 75 102 0 0 30 34 30 0 60 0 0 0 Critical Gap Module : MoveUp Time : 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 . 4 xxxx 2 . 6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 . 5 xxxx 5 . 5 xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- Capacity Module : Cnflict Vol : 64 xxxx xxxxx xxxx xxxx xxxxx 217 xxxx 47 xxxx xxxx xxxxx ' Potent Cap. : 1598 xxxx xxxxx xxxx xxxx xxxxx 793 xxxx 1311 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 95 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap. : 1598 xxxx xxxxx xxxx xxxx xxxxx 756 xxxx 1311 xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- ' Level Of Service Module : Stopped Del : 2 .4 xxxx xxxxx xxxxx xxxx xxxxx 4 . 9 xxxx 2 . 9 xxxxx xxxx xxxxx LOS by Move : A * * * * * A * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT ' Shared Cap . : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * ApproachDel : 1 . 0 0 . 0 3 . 6 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 18 : 57 Page 1-1 , -------------------------------------------------------------------------------- Patton Station ' Year 1999 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report , 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #38 Central Ave. (NS) / Project Entrance (EW) Average Delay (sec/veh) : 1 . 9 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R_ ------------ -------------- ------------- ------------- ---------- --- , Control : Uncontrolled Uncontrolled Stop Sign Stop Sign ' Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- I Volume Module : Base Vol : 0 60 0 0 59 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 63 0 0 62 0 0 0 0 0 0 0 Added Vol : 98 0 0 0 0 49 44 0 88 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 98 63 0 0 62 49 44 0 88 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 95 1 . 00 1 . 00 0 . 95 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume: 96 66 0 0 65 49 44 0 88 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 98 66 0 0 65 49 44 0 88 0 0 0 Adjusted Volume Module : Grade : 0% 096 0%- 0'k 'k Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 107 66 0 0 65 49 48 0 97 0 0 0 Critical Gap Module: MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 . 4 xxxx 2 . 6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 . 5 xxxx 5 . 5 xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- -------- - Capacity Module : Cnflict Vol : 114 xxxx xxxxx xxxx xxxx xxxxx 254 xxxx 90 xxxx xxxx xxxxx Potent Cap. : 1513 xxxx xxxxx xxxx xxxx xxxxx 755 xxxx 1247 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 93 xxxx 1 . 00 xxxx xxxx xxxxx xxx Move Cap. : 1513 xxxx xx xxxx xxxx xxxxx 702 702 xxxx 1247 xxxx xxxx xxxxx ------------ I --- ------------ ------------- -- --------------- --------------- ' Level Of Service Module: Stopped Del : 2 . 5 xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx 3 . 1 xxxxx xxxx xxxxx LOS by Move: A * * * * * B # A # # * Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx O Shared LOS : * * * * * * * * * # x + ApproachDel : 1 . 6 0 . 0 3 . 9 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 :14 :38 Page 1-1 -------------------------------------------------------------------------------- ' Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #39 Central Ave . (NS) / Pacific St . (EW) *****###+**xx#****xx*xxxx+**+*****xx***x+******+#***xx****x++*+****xx*x#x+****#+ Average Delay (sec/veh) : 3 . 1 worst Case Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes - 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- i Volume Module : Base Vol : 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 60 15 38 26 12 3 35 106 9 24 93 51 ' Added Vol : 0 17 0 14 14 27 34 0 0 0 0 17 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 60 32 38 40 25 30 69 106 9 24 93 68 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume : 83 44 53 53 34 41 79 122 11 34 132 96 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 44 53 53 34 41 79 122 11 34 132 96 Adjusted Volume Module : Grade : 0% 0% 0% 0% W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 91 48 58 59 37 45 87 122 11 37 132 96 Critical Gap Module: MoveUp Time : 3 .4 3 . 3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxx= ' ------------ I --------------- --------------- --------------- II --------------- Capacity module : Cnflict Vol : 457 468 127 468 426 180 228 xxxx xxxxx 133 xxxx xxxxx ' Potent Cap. : 576 620 1193 567 652 1123 1335 xxxx xxxxx 1482 xxxx xxxxx Adj Cap: 0 . 85 0 . 91 1 . 00 0 . 83 0 . 91 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 491 565 1193 470 595 1123 1335 xxxx xxxxx 1482 xxxx xxxxx ------------ I --------------- --------------- ------------- -- --------------- Level Of Service Module : Stopped Del : 8 . 8 6 . 9 3 . 2 8 . 6 6 .4 3 . 3 2 . 9 xxxx xxxxx 2 . 5 xxxx xxxxx LOS by Move : * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap . : 514 xxxx xxxxx 512 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 9 . 3 xxxx xxxxx 8 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B # * * * * * # # ApproachDel : 6 . 7 6 .4 1 . 1 0 .4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jun 11, 1998 09 : 19 : 00 Page 1-1 -------------------------------------------------------------------------------- Patton Station , Year 1999 With Project PM Peak Hour --------------------------------------------------- ------------ Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #39 Central Ave . (NS) / Pacific St . (EW) Average Delay (sec/veh) : 3 .5 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound ' Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled ' Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28 ' Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 74 13 105 41 12 8 17 121 36 37 79 29 Added Vol : 0 24 0 22 22 44 49 0 0 0 0 24 ' PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 74 37 105 63 34 52 66 121 36 37 79 54 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91 ' PHF Volume : 83 42 118 74 39 62 81 149 44 40 87 59 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 42 118 74 39 62 81 149 44 40 87 59 ' Adjusted Volume Module : Grade: 0% 0% 0% 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 , Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 91 46 130 81 43 68 89 149 44 44 87 59 Critical Gap Module : MoveUp Time: 3 .4 3 . 3 2 . 6 3 . 4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxx= 5 . 0 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- Capacity Module : Cnflict Vol : 459 438 171 488 431 116 146 xxxx xxxxx 193 xxxx xxxxx Potent Cap. : 574 642 1134 552 648 1209 1461 xxxx xxxxx 1387 xxxx xxxxx Adj Cap: 0 . 83 0 . 91 1 . 00 0 . 78 0 . 91 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx ' Move Cap. : 476 584 1134 426 589 1209 1461 xxxx xxxxx 1387 xxxx xxxxx ------------ 1 --------------- --- ------------ --------------- ----- ---------- Level Of Service Module : Stopped Del : 9 . 1 6 . 6 3 . 5 10 .2 6 . 5 3 . 1 2 . 6 xxxx xxxxx 2 . 7 xxxx xxxxx , LOS by Move : * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 508 xxxx xxxxx 473 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx , Shrd StpDel : 9 . 4 xxxx xxxxx 10 . 0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * C * * * * + * * x ApproachDel : 6 . 0 6 . 9 0 . 8 0 . 6 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , ' MITIG8 Thu Jun 11, 1998 09 : 14 :41 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 335 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 6 . 8 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - � Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ -------------- ------------- ------------- ------------- - � Volume Module : ' Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 61 105 21 147 119 68 38 298 28 42 369 103 Added Vol : 0 0 0 0 0 17 14 41 0 0 51 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 61 105 21 147 119 85 51 339 28 42 420 103 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 . 93 0 . 93 0 . 81 0 . 81 0 . 81 PHF Volume: 74 128 26 204 165 118 55 365 30 52 518 127 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 128 26 204 165 118 55 365 30 52 518 127 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 74 128 26 204 165 118 55 365 30 52 518 127 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 83 0 . 17 1 . 00 0 . 58 0 .42 1 . 00 1 . 85 0 . 15 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1496 304 1700 1049 751 1700 3327 273 1700 3600 1800 ------------ I ------------ --- --------------- ------ --------- --------------- Capacity Analysis Module : ' Vol/Sat : 0 . 04 0 . 09 0 . 09 0 . 12 0 . 16 0 . 16 0 . 03 0 . 11 0 . 11 0 . 03 0 . 14 0 . 07 Crit Moves : **** **** Green/Cycle : 0 . 47 0 .47 0 .47 0 .47 0 .47 0 .47 0 .43 0 .43 0 .43 0 .43 0 .43 0 .43 Volume/Cap: 0 . 09 0 . 18 0 . 18 0 .26 0 .33 0 . 33 0 . 08 0 . 26 0 .26 0 . 07 0 .33 0 . 16 ------------ I --------------- --------------- --------------- --------------- - Level Of Service Module : Delay/Veh: 5 . 7 6 . 0 6 . 0 6 .2 6 . 6 6 . 6 6 . 5 7 . 1 7 . 1 6 . 5 7 .4 6 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 5 . 7 6 . 0 6 . 0 6 .2 6 . 6 6 . 6 6 . 5 7 . 1 7 . 1 6 . 5 7 .4 6 . 8 Queue : 1 1 0 2 2 1 1 4 0 1 6 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 19 : 04 Page 1-1 -------------------------------------------------------------------------------- Patton Station ' Year 1999 With Project PM Peak Hour ---------------------------------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 328 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 .3 Optimal Cycle: 60 Level Of Service: B ##*#***x*++xxxx###++xxxxxxxx+######+++*xxxxx*x*****xxxxx+xxxxxxx##*x*x+**#+#+++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ---- -- � � ---- -- � � ---- -- � � ---- --------- --------- --------- --------- Control : Permitted Permitted Permitted Permitted- Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- 11 --------------- 11 --------------- Volume Module : Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 , Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 57 28 44 79 30 37 97 647 107 42 489 135 Added Vol : 0 0 0 0 0 24 22 66 0 0 73 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 57 28 44 79 30 61 119 713 107 42 563 135 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 93 0 . 93 0 . 93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 PHF Volume : 61 30 47 91 35 70 123 742 112 44 586 141 , Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 61 30 47 91 35 70 123 742 112 44 586 141 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 61 30 47 91 35 70 123 742 112 44 586 141 ------------ --------------- --------------- --------- ------ --------------- � Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 39 0 . 61 1 . 00 0 . 33 0 . 67 1 . 00 1 . 74 0 . 26 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 701 1099 1700 600 1200 1700 3128 472 1700 3600 1800 ------------ I --------------- --------- ------ --------------- -------------- Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 04 0 . 04 0 . 05 0 . 06 0 . 06 0 . 07 0 . 24 0 .24 0 . 03 0 . 16 0 . 08 Crit Moves : **** **** Green/Cycle : 0 . 33 0 . 33 0 . 33 0 .33 0 . 33 0 . 33 0 . 57 0 . 57 0 .57 0 . 57 0 . 57 0 . 57 Volume/Cap: 0 . 11 0 . 13 0 . 13 0 . 16 0 . 17 0 . 18 0 . 13 0 .42 0 .42 0 . 05 0 . 29 0 . 14 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 2 9 . 2 3 . 9 4 . 9 4 . 9 3 . 7 4 .4 4 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 2 9 . 2 3 . 9 4 . 9 4 . 9 3 . 7 4 .4 4 . 0 Queue : 1 0 1 1 0 1 1 7 1 0 5 1 ++xxxxx++++++++++##+#++xxxxxxxxxxxxxxx+xxx*#+*xxxxxx#+++x*xxxxx+*xx*x+*xxxxx+#+, Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l MITIG8 Thu Jun 11, 1998 09 :14 :43 Page 1-1 -------------------------------------------------------------------------------- ' Patton Station Year 1999 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x++++++++++++++x+++x++++++++++++++xx+x+++++++xx+++++++xx+++++++++x++xxx+++++x+x+ Intersection #10 Palm Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 .364 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 6 Optimal Cycle : 72 Level Of Service: B x+++x+xx+x+++++x++xxxxx+xx++++xxxxxx+x+++x+xxxxxxxx++++xxx+++++++++xxx++++++++xy Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R- � � - - � � - L - T - R L - T - R ------------ --------------- � � -------------- ------------- -------------- � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I -------------- ------------- ------------- ------------- - � Volume Module: Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 76 114 46 40 127 127 87 237 102 39 306 38 Added Vol : 17 0 0 0 0 17 14 14 14 0 17 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 93 114 46 40 127 144 101 251 116 39 323 36 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 , 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 .89 ' PHF Volume : 109 135 54 49 155 176 121 302 139 44 362 42 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 109 135 54 49 155 . 176 121 302 139 44 362 42 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 109 135 54 49 155 176 121 302 139 44 362 42 ------------ - -------------- ----------- ---- --------------- --------------- ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .37 0 . 63 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2465 1135 1700 3600 1800 ----------- ---------- --------- Capacity Analysis Module : Vol/Sat : 0 . 03 0 . 07 0 . 03 0 . 03 0 . 09 0 . 10 0 . 07 0 . 12 0 . 12 0 . 03 0 . 10 0 . 02 Crit Moves : **** **** **** **** Green/Cycle : 0 . 14 0 . 28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 .28 Volume/Cap: 0 .25 0 . 27 0 . 11 0 . 21 0 . 31 0 . 35 0 .51 0 .44 0 .44 0 . 19 0 . 36 0 . 08 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/veh: 17 . 9 13 . 2 12 . 5 17 . 8 13 . 3 13 . 5 20 . 1 14 . 0 14 . 0 17 . 7 13 . 6 12 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 9 13 . 2 12 .5 17 . 8 13 . 3 13 . 5 20 . 1 14 . 0 14 . 0 17 . 7 13 . 6 12 .4 Queue: 2 2 1 1 2 3 2 5 2 1 6 1 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jun 11, 1998 09 : 19 : 06 Page 1-1 , -------------------------------------------------------------------------------- Patton Station ' Year 1999 With Project PM Peak Hour ----- ----------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++x+xxxxxxxx+xxxxxxxxxxxxxx++xxx++++xxxxx++++xxxxxxxxxxxxxxxxxxxxxxxxxx+++++++++ Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) xxxt xtt+t++xx+++x+x++x++xxxxtt xt xtxxx+++++xx+xxxx+++++xx+xx++x+++++++++++xxxxxx� Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 .485 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 .2 Optimal Cycle: 72 Level Of Service: C xxxxxxxxxxxxxxx+++++++x++++xx++xxxxx++++xxxxxxx+++xxxxx++xxxxxxxxx++xxxxxxxxxtx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T ---R ' ------------ --------------- � � --------------- � � --------------- � � ----------- Control : Protected Protected Protected Protected Rights : Include Include Include Include Lanes :------- ----0--1--0--1- � � -1--0--1--1--0- � � -1--0--1--1--0- � � -1--0-----O--1- Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Volume Module: Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 , Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 142 98 119 50 64 87 80 546 142 86 452 39 Added Vol : 24 0 0 0 0 24 22 22 22 0 24 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 166 98 119 50 64 112 102 568 164 86 476 39 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 . 94 0 . 94 0 . 94 PHF Volume: 195 115 140 63 80 139 106 592 171 92 506 41 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 195 115 140 63 80 139 106 592 171 92 506 41 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 195 115 140 63 80 139 106 592 171 92 506 41 ------------ --------------- -------------- - --------------- --------------- Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 55 0 .45 1 . 00 2 . 00 1 . 00 Final Sat . : - 3200 1800 1800 1700 1800 1800 1700 2793 807 1700 3600 1800 ----------- --------------- --------------- --------------- - -------------- Capacity Analysis Module: Vol/Sat : 0 . 06 0 . 06 0 . 08 0 . 04 0 . 04 0 . 08 0 . 06 0 .21 0 . 21 0 . 05 0 . 14 0 . 02 Crit Moves : **** **** **** ++++ Green/Cycle: 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 . 28 0 .28 Volume/Cap: 0 .44 0 .23 0 . 28 0 . 27 0 . 16 0 . 28 0 .45 0 . 76 0 . 76 0 . 39 0 . 51 0 . 08 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 18 . 8 13 . 0 13 . 2 18 . 1 12 . 7 13 . 2 19 . 3 17 . 9 17 . 9 18 . 8 14 . 5 12 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 18 . 8 13 . 0 13 . 2 18 . 1 12 . 7 13 . 2 19 . 3 17 . 9 17 . 9 18 . 8 14 . 5 12 .4 Queue : 4 2 2 1 1 2 2 12 4 2 9 1 , ++++xxx++++++xxxxxxxxxxxxxxx+++xxx+xx++++++xx+++xxxx+xxxxx+++xxx+x+++xxxx+++xxx, Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' APPENDIX G ' YEAR 2003 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS I MITIG8 Thu Jun 11, 1998 08 : 57 : 44 Page 1-1 --------------------------------------------------------------------------- -- --- Patton Station Year 2003 Without Project AM Peak Hour ------------------------------------------------------- -- ------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) --------------- +xxx+++x++xx++xxxx++xxx+xxxx++xxxx+++xxx+xxx++++xxx+xx++xx+x++x++++x+++++x+xxx+x !Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) +x+++xx+++xx++xxx+xxx++++xxxx++xxx++++xxx+++xxxx+++++xx+xx+x++xxx++xxxx+++x+xx+x Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 567 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8 . 3 Optimal Cycle: 60 Level Of Service : B ++++x+xx++xx++xxxx++xxx+++xxx+xx+xx++x+xxxx++++xxxx+xx+xx+xx++xxx++xxxx+xxxx+xx+ Approach: North Bound South Bound East Bound West Bound ,Movement : --- L - T - R L -- T -- R L - T -- R L - T - R --------------- � � ---- ----- ---- � � ---------- ---- � � --------------- � Control Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1- � � - - � � - 0 0 2 0 0 0 0 2 0 0 ------------ --------------- � � -------------- ------------- -------------- � Volume Module: Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 .28 1 .28 1 . 28 1 . 28 1 . 28 0 . 00 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 0 0 0 828 0 0 0 394 0 0 527 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 PHF Volume: 0 0 0 1048 0 0 0 443 0 0 659 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1048 0 0 0 443 0 0 659 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 1048 0 0 0 443 0 0 659 0 - I --------------- --------------- ---------- ----- --------------- � Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ---------- -- ---------- - - --- --------------- ------ -- - --- � � ----- - --------- � Capacity Analysis Module : ' Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 33 0 . 00 0 . 00 0 . 00 0 . 12 0 . 00 0 . 00 0 . 18 0 . 00 Crit Moves : **** x**+ Green/Cycle: 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 . 32 0 . 00 0 . 00 0 . 32 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 .57 0 . 00 0 . 00 0 . 00 0 . 38 0 . 00 0 . 00 0 . 57 0 . 00 --------------- � � --------------- � � --------------- � � --------------- � Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 5 .5 0 . 0 0 . 0 0 . 0 10 . 2 0 . 0 0 . 0 11 . 4 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 5 . 5 0 . 0 0 . 0 0 . 0 10 . 2 0 . 0 0 . 0 11 .4 0 . 0 Queue : 0 0 0 11 0 0 0 6 0 0 9 0 xx+xxx+xxx++xxxxxxxxxx+++xxxxx++xxxx+++xxxxx++++xxx++xxx+++xxxx++x+x+++++xxxx++x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :58 : 31 Page 1-1 , --------------------------------i--------------------------------- - ------ --- -- - - i0atton Station , Year 2003 Without Project IPM Peak Hour Level Of Service Computation Report 1994 HCM OperationslMethod (Base Volume Alternative) xxxxxxxxxxxxxxx+++++++xxxxxxxxxxx+x++++x+++++++xxx+++xx++++xxxxxxx+++x+xxxxxxxxx Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) xxxxxxxxxxx++x++++x+x++++xxxxxx+++++++++xx++++xxxxxxxxx++x++xxxxxx++++++++++xxx� Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 742 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 9 . 9 Optimal Cycle : 60 1 Level Of Service : B +xxxxxxxxxxxxx+xxxxxxx+++xxxxxxx++++++x++++++++xxxxxxx++xxx++x+++xxxx+x+x+xxxxx� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L I - T - R L - T - R L - T - R ------------ --------------- � � --------------- � � --------------- � � ------------- -- � Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : ------ 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0--0 ------ --------------- � � -- --- ---------- � � --------------- � � ----- - - ---- -- Volume Module: Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 0 . 00 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 .28 , Initial Bse : 0 0 0 1102 0 0 0 1048 0 0 823 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1 . 00 0 . 95 1 . 00 PHF Volume : 0 0 0 1136 0 0 0 1127 0 0 866 0 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1136 0 0 0 1127 0 0 866 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 113'6 0 0 0 1127 0 0 866 0 ------------ I --------------- ------------ --------------- --------------- � Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Final Sat . : x. 000 0 . 000 0 . 000 32000 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 0 0 1800 0 3600 0 0 3600 0 ------------ I -------- ------- � � --- --- --------- ----------- ---- � � --- - ----------- I � Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 35 0 . 00 0 . 00 0 . 00 0 .31 0 . 00 0 . 00 0 . 24 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .48 0 . 00 0 . 00 0 . 00 0 . 42 0 . 00 0 . 00 0 . 42 0 . 00 Volume/Cap: - - -- -- 0 . 00 0 . 00 0 . 00 0 . 74 0 . 00 0 . 00 0 . 00 0 . 74 0 . 00 0 . 00 0 . 57 0 . 00 ----------- ---- ---- ---- � � --------------- � � --------------- � � --------- ---- I� Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 9 . 6 0 . 0 0 . 0 0 . 0 10 . 8 0 . 0 0 . 0 8 . 9 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 010 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 9 .16 0 . 0 0 . 0 0 . 0 10 . 8 0 . 0 0 . 0 8 . 9 0 . 0 Queue: 0 0 0 16 0 0 0 17 0 0 11 0 x+xxxxx++x+++++++++**xxx++++++xxx' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIGB Thu Jun 11, 1998 08 : 57 :48 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 2003 Without Project AM Peak Hour ' Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) ***++xxxxx**xxx*+*xxx****+#+xxxxxx*++*x***+##*xx*x++xxxx+xxx#++x*+++x***x*#xxx+x Cycle (sec) : 120 Critical Vol . /Cap. (X) : 1 . 049 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 52 . 3 1 Optimal Cycle : 120 Level Of Service : E +*+#*xxx*+#xx***+xxxx*x#####*xxxxx#+++xx****+*x*xxx*++xxx+##*xx*#+x**+*xx*+#xx#+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --- ------------ --------- --------- ------------ � Control Protected Protected Protected Protected Rights : Include Include Include Include Min Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1- � I -1 0 2 1 0 ------------ --------------- � I --------------- � � -------------- -------------- � Volume Module : tBase Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 315 152 84 37 349 402 97 785 365 166 1069 159 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF Volume: 484 234 130 44 411 473 122 981 456 211 1353 201 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 484 234 130 44 411 473 122 981 456 211 1353 201 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 484 234 130 44 411 473 122 981 456 211 1353 201 - 1 --------------- --------------- - --- ----- ---- -- --------------- I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 . 61 0 . 39 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4702 698 ------------ ------- -- --- - - - -- -- -- --------- ------ -- ------- --- - --- -------- � Capacity Analysis Module : ' Vol/Sat : 0 . 28 0 . 13 0 . 07 0 . 03 0 . 23 0 . 26 0 . 04 0 . 27 0 . 25 0 . 12 0 . 29 0 . 29 Crit Moves : **** **** **** **## Green/Cycle : 0 . 27 0 . 38 0 . 38 0 . 14 0 . 25 0 . 25 0 . 08 0 .26 0 . 26 0 . 12 0 .29 0 . 29 Volume/Cap: 1 . 05 0 .34 0 . 19 0 . 18 0 . 91 1 . 05 0 .46 1 . 05 0 . 98 1 . 05 0 . 98 0 . 98 ------------ --------------- 11 --------------- 11 --------------- 11 --------------- 1 Level Of Service Module : Delay/Veh: 75 . 1 17 . 2 16 . 0 29 .4 37 .2 66 . 8 34 . 8 65 .2 54 .7 99 . 3 40 . 0 40 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 75 . 1 17 .2 16 . 0 29 .4 37 .2 66 . 8 34 . 8 65 . 2 54 .7 99 . 3 40 . 0 40 . 0 Queue: 24 6 3 1 16 24 4 46 20 12 52 10 *******+++x+*++x*x**+#++xxxxxx#*##+##xxxxxxx#*+**xx****#++#++xx*+++xxxx*+**+++xx tTraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 : 58 : 38 Page 1-1 ------- -------- -----------------=--------------------------------- ------- --- - - - Patton Station Year 2003 Without Project IPM Peak Hour -------------------------------------------------------------- Level Of Service Computation Report 1994 HCM OperationslMethod (Base Volume Alternative) ++++++++xxxxxxxxxxxxxxxxxxxx++xxxx++x+++++++xxx++x+xxxx++xxxxxxx+xxxxxxxxxxx++x+ ' Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) x++xx+++++++x+xxxxxxx+xxxxxxxx++xxx+xx+++x+x+xx++xxxxxxxxxxxx+++xxxxxxxxxxxxx++� Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 898 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37 . 1 Optimal Cycle : 120 Level Of Service : D ++xxxxxx+xxx++++x+xxxx+++xx+xxxxxx+++x++xxxxx++x+xxxxxxxxxx+++++xx+xxxxxxxxxxxx� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L I - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II ----- ------- - Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 11 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------ I --------------- II --------------- 11 --------------- II ------ ------- - - I Volume Module : Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 173 104 42 101 221 166 366 1345 425 191 1407 216 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume : 230 138 56 1112 246 185 416 1529 483 219 1617 249 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 230 138 56 112 246 185 416 1529 483 219 1617 249 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 230 138 56 112 246 185 416 1529 483 219 1617 249 ------------ I --------------- II --------------- 11 --------------- II ------------- -- I� Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 14 0 . 86 2 . 00 2 . 00 1 . 00 1. 00 2 . 60 0 .40 Final Sat . : 1700 1800 1800 1700 2055 1545 3200 3600 1800 1700 4679 721 ------------ I --------------- II --------------- II --------------- II --------- ------ I Capacity Analysis Module: Vol/Sat : 0 . 14 0 . 08 0 . 03 0 . 0 0 . 12 0 . 12 0 . 13 0 . 42 0 . 27 0 . 13 0 . 35 0 .35 Crit Moves : **** **** **** **** Green/Cycle: 0 . 13 0 . 26 0 . 26 0 . 10 0 . 23 0 . 23 0 . 15 0 . 42 0 .42 0 . 13 0 . 39 0 . 39 Volume/Cap: 1 . 02 0 . 29 0 . 12 0 . 68 0 .53 0 . 53 0 . 88 1 . 02 0 . 64 1. 02 0 . 88 0 . 88 ----Y------- 1 --------------- II --------------- 11 --------------- 11 --------------- I'. Level Of Service Module : Dela /Veh: 85 . 9 23 . 0 21 . 9 41 .2 27 . 0 27 . 0 44 . 1 45 . 5 19 .4 87 . 4 25 . 0 25 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 85 . 9 23 . 0 21 . 9 41 . 2 27 . 0 27 . 0 44 . 1 45 . 5 19 .4 87 . 4 25 . 0 25 . 0 Queue : 12 4 1 4 7 6 16 64 13 11 52 9 x+xxxxxxx+++++++++++x+xxxxx+x+++xxxxxx+++xxxxxxx++x+x++xxxxxx++xx++xxxxxxx++xxxx I Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach li MITIG8 Thu Jun 11, 1998 15 :43 : 38 Page 1-1 ---------------------------------------------------- -------------------- - --- - --- ' Patton Station Year 2003 Without Project AM Peak Hour Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) xx+xxxx+xxxxxxxxxxxxxx++xxxx++xxx++xxx+xxxxxxx+xx+xxx++xx+xxx++xxxx++++++xx+xx++ Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) +xxx++xxxx++xxx+xxxxx++xx+++xxxx+++xxx+++xxxx+xx+++xxx+xx+xxx+++xxxx++xx+xx+xxx+ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 894 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30 . 7 Optimal Cycle: 120 Level Of Service : D x+xxxx+++xxxxxxx++xxxx++xxx+x+xxxxx+xxxxxx++xxx+xxxxxx+xxxxx+x+xxxxxx+xxx+xx+xxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ - ----------- ----------- -- - � Control Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 ' Lanes : 2 0 0 1 0 1 0 1 1 0- � � - - � � - 2 0 2 1 0 1 0 2 1 0 ------------ --------------- � � -------------- ------------- -------------- � Volume Module : Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 315 152 84 37 349 402 97 785 365 166 1069 159 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 IPHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF Volume: 484 234 130 44 411 473 122 981 456 211 1353 201 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 484 234 130 44 411 473 122 981 456 211 1353 201 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 484 234 130 44 411 473 122 981 456 211 1353 201 - I -------- ------- -------- ----- - - --------------- 1I --------------- � Saturation Flow Module : Sat/Lane 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 64 0 . 36 1 . 00 1 . 00 1 . 00 2 . 00 2 . 05 0 . 95 1 . 00 2 . 61 0 . 39 Final Sat . : 3200 1157 643 1700 1800 1800 3200 3686 1714 1700 4702 698 1 ------- ----- - ---- - ----- ---- ---------- --- -- ------------ - -- ------- -- - - ---- Capacity Analysis Module : Vol/Sat : 0 . 15 0 . 20 0 .20 0 . 03 0 . 23 0 . 26 0 . 04 0 . 27 0 . 27 0 . 12 0 . 29 0 . 29 Crit Moves : **** **xx xx+* xxxx Green/Cycle: 0 . 17 0 . 34 0 . 34 0 . 13 0 . 29 0 .29 0 . 08 0 . 30 0 . 30 0 . 14 0 .35 0 . 35 Volume/Cap: 0 . 89 0 . 60 0 . 60 0 .21 0 . 78 0 . 89 0 .46 0 . 89 0 . 89 0 . 89 0 . 81 0 . 81 --------------- � � --------------- � � --------------- � � --------------- � Level Of Service Module : Delay/Veh: 43 . 6 22 .5 22 . 5 30 .5 27 . 5 33 .7 34 . 8 31 . 0 31 . 0 55 . 2 24 . 8 24 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 43 . 6 22 . 5 22 . 5 30 . 5 27 .5 33 . 7 34 . 8 31 . 0 31 . 0 55 . 2 24 . 8 24 . 8 Queue: 18 7 4 1 13 17 4 34 17 9 42 7 x,rxxxxxxxxxxxxxxx++xxxxxxxxxxxx+xxxxx+xxxxxxxxxxxxxxx++xxxx+xxxxx+++xxxxxx+xxxxx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 I MITIG8 Thu Jun 11, 1998 15 :43 : 57 Page 1-1 ------------------------------------------------------------------- - - e Patton Station Year 2003 Without Project PM Peak Hour ---- ------------------------- -------------------- ----------� Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +x+xxx+++x++++++x+++++xxx++++++xxxx+xx+++++++++xxx+xxxxxxxxxx+xxxxxxxxxx+++++++x Intersection #4 Arden Ave . (NS) / Highland Ave. (EW) +++++x++++xxxxxxxxxxxx+++++xxxxxxxxxx++xx++xxxxxxxxxxxxx+xxxxxxx+xxxxxxxxxx++++� Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 770 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26 . 0 Optimal Cycle: 120 Level Of Service: D xxxxxxxxxxxxxxxxxxxx+xxxxxxxxxx+xxxxxxxxxxxxxxx+xx+x++x+xxx++xxxxxxxxxxxxx+x+x+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 0 19 Lanes : 2 0 0 1 0 1 0 1 1 0 2 0 2 1 0 1 0 2 1 ------------ --------------- � � --------------- � � --------------- � � ----- ---------- Volume Module: Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 Initial Bse: 173 104 42 101 221 166 366 1345 425 191 1407 216 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 ' PHF Volume: 230 138 56 112 246 185 416 1529 483 219 1617 249 _ Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 230 138 56 112 246 185 416 1529 483 219 1617 249 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 230 138 56 112 246 185 416 1529 483 219 1617 249 -------- - --- --------------- --------------- ------------ - -- ----- - --- ------ Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 _ Lanes : 2 . 00 0 . 71 0 .29 1 . 00 1 . 14 0 . 86 2 . 00 2 . 28 0 . 72 1 . 00 2 . 60 0 .40 Final Sat__ 3200 1280 520 1700 2055 1545 3200 4104 1296 1700 4679 721 - --------- ------ ---- ----------- ---- - ------- - -- ---------- - ---- Capacity Analysis Module : Vol/Sat : 0 . 07 0 . 11 0 . 11 0 . 07 0 . 12 0 . 12 0 . 13 0 . 37 0 . 37 0 . 13 0 . 35 0 . 35 Crit Moves : **** **** **** **+x Green/Cycle: 0 . 08 0 . 23 0 . 23 0 . 08 0 .23 0 . 23 0 . 16 0 .44 0 .44 0 . 15 0 .43 0 .43 Volume/Cap : 0 . 85 0 .48 0 . 48 0 . 79 0 .53 0 .53 0 . 81 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 ------------ 1 --------------- --------------- --------------- II --------------- Level Of Service Module: Delay/Veh: 49 . 9 26 . 7 26 . 7 51 . 3 27 . 0 27 . 0 37 . 6 21 . 7 21 . 7 47 . 5 20 . 9 20 . 9 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 49 . 9 26 . 7 26 . 7 51 .3 27 . 0 27 . 0 37 . 6 21 . 7 21 . 7 47 . 5 20 . 9 20 . 9 , Queue: 9 4 2 5 7 6 15 47 16 9 48 8 xxxxxx+xxxxx++++++xx++++++xx+x+++xxxx+x+xxxx+x+xxxxxxx+x+++++++xxxx++xxx++xxxx++ �I Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach �I� J MITIG8 Thu Jun 11, 1998 08 : 57 : 52 Page 1-1 ----------------------------------------------------------- -------- - - -- -- - ------ Patton Station Year 2003 Without Project AM Peak Hour, Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) x+++x+x+xxx+++++xxxx++++++x+xxxxxxxxxxxxxxxxxx+x++x+++++++++++xxxxxxxx+++++x++++ Average Delay (sec/veh) : 2 .4 Worst Case Level Of Service : C ++xxx+xxxxx+++++x++++++++++++++xx++++x+x++++++++++++++++xxxx+xxxxxxxxxx++xxx++xx Approach: North Bound South Bound East Bound West Bound Movement_ L - T - R L - T - R L - T - R L - T - R --------------- --------------- --------------- --------------- � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- --------------- ------ --------- � Volume Module : Base Vol : 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj : 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 Initial Bse : 0 515 127 265 566 0 0 0 0 0 0 0 IUser Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 0 677 167 327 698 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 677 167 327 698 0 0 0 0 0 0 0 ------------ --------------- -------- ------ � � --------------- � � --------------- � Adjusted Volume Module : Grade: 0% 0%. 096 0%- ' W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 11 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 677 167 360 698 0 0 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- I Critical Gap Module : MoveUp Time:xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- ------- -------- II --------------- II - ------ --- ----- ' Capacity Module: Cnflict Vol : xxxx xxxx xxxxx 844 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 604 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : X.)= xxxx xxxxx 604 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ---------- I --------------- --------------- 11 --------------- --------------- � Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 12 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * ApproachDel : 0 . 0 4 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 : 59 :21 Page 1-1 ---------------------------------------------------------------- ---------- ----- - Patton Station ' Year 2003 Without Project PM Peak Hour ------- ------------------------------------------------ -------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 2 . 3 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R_ t ------------ -------------- ---------- --- ------------- ---- ---- ----- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ I --------------- --------------- --------------- ------- -------- I Volume Module: Base Vol : 0 238 70 330 419 0 0 0 0 0 0 0 Growth Adj : 1 . 28 1 .28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 0 305 90 422 536 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , PHF Volume : 0 354 104 454 577 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 354 104 454 577 0 0 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Adjusted Volume Module : Grade: 0% 096 0'k 0%- ' t Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1. 10 1 . 10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 354 104 500 577 0 0 0 0 0 0 . 0 ------------ I --------------- --------------- -------- Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------- -------------- - --------------- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 458 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 973 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 973 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Stopped Del :xxxxx xxxx xxxxx 6 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ' LOS by Move: * * * B * * + + + + + x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx Shared LOS : xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx * * * * * + + + + + + + ApproachDel : 0 . 0 3 . 2 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :57 : 56 Page 1-1 -------------------------------------- ----------- --- --------------------- ---- - -- Patton Station Year 2003 Without Project AM Peak Hour I Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xxxxx++++xxxxxxxx++xxxxxxxxxxxxxxx+xxxx+xxxxxxxxx++xxxxxxx+x++++++++++++++xxxx++ Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) xxxxxxxxxxxxxx++++++++++++++xxxxxxxxxxxxxxxxxxxx+++xxxxx++++xxxx+++++++++xxx+++x Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 571 LOSS Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 7 Optimal Cycle : 120 Level Of Service : C +xxxxx++++xxxx+x+++++xxx+++xxxxxxxxxxxxx+++++++xxxx+++++++++xxxx+++++++xxxxx++++ Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- ----------- I ------------ ----------- � Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ -------------- ------------- ------------- --------- ---- - � Volume Module : Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 Initial Bse : 265 20 141 20 0 20 14 823 0 0 1108 17 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 81 0 . 81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 PHF Volume : 327 25 174 26 0 26 18 1055 0 0 1368 21 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 327 25 174 26 0 26 18 1055 0 0 1368 21 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 327 25 174 26 0 26 18 1055 0 0 1368 21 ------------ 1 ---------- ----- � � --------- -- ---- � � --------------- II -,-------- ----- I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 13 0 . 87 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 226 1574 1700 0 1800 1700 3600 0 0 3546 54 - --------- -- I -------- ------- - - ------ ---- --- - --------- - ---- ---- --------- -- I Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 11 0 . 11 0 . 02 0 . 00 0 . 01 0 . 01 0 . 29 0 . 00 0 . 00 0 . 39 0 . 39 Crit Moves : **** **** **** **** Green/Cycle : 0 .32 0 . 32 0 . 32 0 . 18 0 . 00 0 . 18 0 . 08 0 . 58 0 . 00 0 . 00 0 . 50 0 . 50 Volume/Cap: - 0 . 00 0 .35 0 .35 0 . 08 0 . 00 0 . 08 0 . 13 0 . 50 0 . 00 0 . 00 0 . 77 0 . 77 ----------- --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 32 . 5 20 . 6 20 . 6 26 .3 0 . 0 26 .2 32 . 9 9 . 7 0 . 0 0 . 0 17 . 2 17 . 2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 32 . 5 20 . 6 20 . 6 26 . 3 0 . 0 26 .2 32 . 9 9 . 7 0 . 0 0 . 0 17 .2 17 . 2 Queue : 11 1 4 1 0 1 1 21 0 0 38 1 +xxxxxxxx++xx++++++xxxxxxxxxxxxxxxxx+x+++++xxxxx++xxx+++++++++xx+++++xxxxxxxxxxx i �, Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 : 59 : 25 Page 1-1 ----- ----------------------------------------------------------------- --- --- ---- Patton Station ' Year 2003 Without Project PM Peak Hour ----------------------------------------------------------------------- --------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ##+xxxxxxx#xxxx#xx*xxx+++++++++#xxxxxxxxxxxx++++++++#x###++xxxxxxxxxxx#x++++###+ Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap . (X) : 0 . 711 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 21 . 0 Optimal Cycle : 120 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ----------- --------- Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- --------------- --------------- ------------ --- � Volume Module: Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 Initial Bse: 312 15 148 19 0 22 28 1478 0 0 1473 23 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 . 94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume: 332 16 158 29 0 32 31 1625 0 0 1775 28 j Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 332 16 158 29 0 32 31 1625 0 0 1775 28 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 332 16 158 29 0 32 31 1625 0 0 1775 28 ------------ --------------- --------------- --------------- ---------- ----- � Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final- - -- -- ---- ---- - � --- -- Sat . : xxxx 166 1634 1700 0 1800 1700 3600 0 0 3544 56 ----- ----- ---- --- ---- � � ---- ------- � � --------- - � ---- - --- -- � Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 10 0 . 10 0 . 02 0 . 00 0 . 02 0 . 02 0 .45 0 . 00 0 . 00 0 . 50 0 . 50 , Crit Moves : **** **** +#+# ++++ Green/Cycle: 0 . 29 0 .29 0 .29 0 . 18 0 . 00 0 . 18 0 . 08 0 . 61 0 . 00 0 . 00 0 . 52 0 . 52 Volume/Cap: 0 . 00 0 .33 0 .33 0 . 09 0 . 00 0 . 10 0 .22 0 . 74 0 . 00 0 . 00 0 . 95 0 . 95 ------------ I --------------- --------------- --------------- II --------------- �' Level Of Service Module: Delay/Veh: 34 .4 21 . 6 21 . 6 26 . 3 0 . 0 26 .3 33 .3 11 . 8 0 . 0 0 . 0 26 . 3 26 . 3 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 34 .4 21 . 6 21 . 6 26 . 3 0 . 0 26 . 3 33 .3 11 . 8 0 . 0 0 . 0 26 . 3 26 .3 Queue: 14 0 4 1 0 1 1 39 0 0 62 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 :32 : 00 Page 1-1 ---------------- ------------------- ------------------------------------- ---- ---- Patton Station Year 2003 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xxxxxxxxxxx++++++xxxxxxx+++++++++x+xxxxxxxxxxxx+++++xxxxx+xxx++++xxxxx++xxxxxxx+ Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) +x++x++++xx+xxxx++xxxx+xx+xxxxx+++++++++xxxxxxxxxxxx++++xx++++xxxxx+++x+xxxxxxxx Cycle (sec) : 100 Critical Vol . /Cap. (X) : 0 .459 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 18 . 3 Optimal Cycle : 100 Level Of Service : C xxxxxxxxxxxxxx++xxxxxxxxxxxxxxxxxxx++xxx++++xxxxxxxxxxxx+xxxx++++++++xx+xxxxxx+x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - � Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I -------------- ------------- ------------- ------------- - � Volume Module: Base Vol : 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj : 1 . 28 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 82 69 41 29 216 65 20 379 45 42 503 35 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 PHF Volume : 102 86 51 36 264 80 22 407 48 56 662 45 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 102 86 51 36 264 80 22 407 48 56 662 45 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 102 86 51 36 264 80 22 407 48 56 662 45 ----------- I ------------ --- � � --------- - ----- � � ---------- -- --- � � ----- ---------- I ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 79 0 . 21 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3220 380 1700 3600 1800 ------------ I - -- ---- -------- ------ --------- --------------- -------- - ------ I Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 05 0 . 03 0 . 00 0 . 15 0 . 04 0 . 01 0 . 13 0 . 13 0 . 03 0 . 18 0 . 03 Crit Moves : **** **** **** **** Green/Cycle : 0 .40 0 . 28 0 .28 0 .44 0 . 29 0 .29 0 . 10 0 .29 0 . 29 0 . 17 0 . 37 0 . 37 Volume/Cap: 0 . 00 0 . 17 0 . 10 0 . 00 0 . 50 0 . 15 0 . 13 0 .43 0 .43 0 . 19 0 . 50 0 . 07 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 26 . 6 17 .4 17 . 1 25 . 0 19 . 6 16 . 9 26 . 5 18 . 6 18 . 6 22 . 9 16 . 1 13 . 3 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 26 . 6 17 . 4 17 . 1 25 . 0 19 . 6 16 . 9 26 . 5 18 . 6 18 . 6 22 . 9 16 . 1 13 . 3 Queue : 3 2 1 1 6 2 1 9 1 1 14 1 x+++++xxxxxxxx++++x+++xxx+++++++xx+++x+++xxxxx++++++x+xxxxx++++++xxxxxxxxxx+++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' i MITIG8 Thu Jun 11, 1998 09 : 33 : 06 Page 1-1 ---------------------------------------------------------- --------------- - Patton Station Year 2003 Without Project PM Peak Hour ---------------------------------- ------- --------------------------- ------ - ---- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +++xxx+x+x+x+++++++++++++x++++xxxx++++xx++++++++++++++++x++++++++x+++++x++++++++ Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 74 Critical Vol . /Cap. (X) : 0 . 542 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26 . 4 Optimal Cycle : 74 Level Of Service : D x+x+x+x+xxx++x+xxxxxxxxxx+++xxxxx+++++x+x+++++x++xxxxxxx++xx++xxxx++xxx+xx++xx++a Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- ----------- --------- --- ----- ---- � Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- ----------- ---- I Volume Module : Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 Initial Bse: 41 174 56 47 137 31 70 873 90 55 703 58 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0 . 93 0 . 93 0 . 93 PHF Volume: 50 212 69 54 156 35 71 882 91 59 756 62 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 50 212 69 54 156 35 71 882 91 59 756 62 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 _ Final Vol . : 50 212 69 54 156 35 71 882 91 59 756 62 ------------ I --------------- -- ------------- --------------- --- ----- ---- --- I Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 81 0 . 19 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3263 337 1700 3600 1800 ---- - -- - - --- I --------------- ----- ------ --- - -- - - ----------- ---- - --- --- - - -- I Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 12 0 . 04 0 . 00 0 . 09 0 . 02 0 . 04 0 . 27 0 . 27 0 . 03 0 . 21 0 . 03 Crit Moves : **** **** **** **** Green/Cycle : 0 .47 0 .30 0 . 30 0 .47 0 . 30 0 .30 0 . 15 0 . 27 0 . 27 0 . 14 0 . 26 0 . 26 Volume/Cap: 0 . 00 0 .40 0 . 13 0 . 00 0 .29 0 . 07 0 .28 1 . 00 1 . 00 0 .26 0 . 82 0 . 13 ------------ I --------------- --------------- --------------- --------------- �, Level Of Service Module : Delay/Veh: 18 .4 13 .6 12 . 3 18 . 5 13 . 0 12 . 0 18 . 2 39 . 6 39 . 6 18 . 7 21 . 1 13 . 7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 Adj Del/Veh: 18 .4 13 .6 12 . 3 18 . 5 13 . 0 12 . 0 18 . 2 39 . 6 39 . 6 18 . 7 21 . 1 13 . 7 Queue : 1 4 1 1 2 1 1 26 4 1 16 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 : 58 : 03 Page 1-1 ----------------------------------------------------------------------- --- - ----- Patton Station Year 2003 Without Project AM Peak Hour -------------------------------------------------------------------------- ----- - ' Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) +xxxxxxxxxxxxxxxxxxxxxxxx+++x+++++++++++++xxxxxx++xxxxxx+xxxx+++xx++xxx++x++xxxx IIntersection #7 Patton State Hospital (NS) / Highland Ave. (EW) xxxxx+xxxxxxxxx++xxxxxxxxxxxxxxxxxxx xxxxxx+x++x+++xxxxxx++xx++++xx+++xxx+++xxxxx Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 532 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 7 Optimal Cycle : 60 Level Of Service : C +xxxxxxxxx+xxxx+x+++++++++++++++++++xx++xxxxxxxxxx+++++xxxx+++++xxxxxxx++++++xxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- --------- ---- - � Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- I Volume Module: Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 50 1 18 33 1 45 204 433 50 9 526 119 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 IPHF Adj : 0 . 55 0 . 55 0 . 55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 . 69 0 . 79 0 . 79 0 . 79 PHF Volume: 91 2 33 41 2 55 295 627 72 11 666 151 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 91 2 33 41 2 55 295 627 72 11 666 151 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 91 2 33 41 2 55 295 627 72 11 666 151 --------------- � --------------- � --------------- 11 ------------ --- I ' Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 98 0 . 02 1 . 00 0 . 95 0 . 05 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 63 0 . 37 Final Sat . : 1761 39 1800 1716 84 1800 1700 3600 1800 1700 2935 665 ---------- -- I --------------- - - ----- -------- --------------- --------- ------ I Capacity Analysis Module : Vol/Sat : O . OS 0 . 05 0 . 02 0 . 02 0 . 02 0 . 03 0 . 17 0 . 17 0 . 04 0 . 01 0 . 23 0 .23 Crit Moves : **** **** **** Green/Cycle : 0 . 37 0 . 37 0 . 37 0 . 37 0 . 37 0 . 37 0 .21 0 . 29 0 . 29 0 . 19 0 . 27 0 . 27 Volume/Cap: - 0 . 14 0 . 14 0 . 05 0 . 07 0 . 07 0 . 08 0 . 83 0 . 60 0 . 14 0 . 03 0 . 83 0 . 83 ----------- --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 8 . 2 8 .2 7 . 9 8 . 0 8 . 0 8 . 0 25 . 0 12 .5 10 .2 12 . 7 17 .4 17 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 8 . 2 8 .2 7 . 9 8 . 0 8 . 0 8 . 0 25 . 0 12 . 5 10 .2 12 . 7 17 .4 17 .4 Queue : 1 0 0 0 0 1 6 9 1 0 12 4 +x++x+xxxxxxxxxxxxx++x++++xx+x++++xxxxxxxxx++++++++++++xxxxxxxxxxxxxxxxxxxxxxxxx iTraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jun 11, 1998 09 : 00 : 16 Page 1-1 ------------------------------------------------------------------ - -- -----1 Patton Station Year 2003 Without Project PM Peak Hour ---------- ----------------------------------------------- -----� Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) xxxxxx**xx**xxxxxxxx++****#****xx**x****xxxxxxxxx*+xxxxx+*******x*+x**xxx**+x+x* Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 517 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 1 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ------------ �� Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 ' Lanes : ------ I -0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------ ------ -------- ----- ---------- � I ------ --------- � � ---- - --- - ---- -- � Volume Module: Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1. 28 1 . 28 1 . 28 Initial Bse : 79 3 38 133 1 225 56 881 74 8 837 17 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 . 71 0 . 71 0 . 78 0 . 78 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 0 . 97 0 . 97 PHF Volume : 112 4 54 171 2 289 59 917 77 8 863 17 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 112 4 54 171 2 289 59 917 77 8 863 17 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 112 4 54 171 2 289 59 917 77 8 863 17 n -----------Flow-Module:Module ---- --------------- --------------- ---------- ----- IP U Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 99 0 . 01 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 96 0 . 04 Final Sat . : 1738 62 1800 1779 21 1800 1700 3600 1800 1700 3530 70 ------------ I --------------- ------ --------- ------ --------- ------ --------- I Capacity Analysis Module: Vol/Sat : 0 . 06 0 . 06 0 . 03 0 . 10 0 . 10 0 . 16 0 . 03 0 . 25 0 . 04 0 . 00 0 . 24 0 . 24 Crit Moves : **** **** ***x Green/Cycle: 0 . 37 0 . 37 0 . 37 0 .37 0 .37 0 .37 0 . 17 0 . 32 0 .32 0 . 17 0 . 32 0 . 32 Volume/Cap: - 0 . 18 0 . 18 0 . 08 0 .26 0 .26 0 .44 0 . 21 0 . 80 0 . 14 0 . 03 0 . 77 0 . 77 ----------- --------------- , , --------------- --------------- --------------- �i Level Of Service Module: Delay/Veh: 8 . 3 8 . 3 8 . 0 8 . 7 8 . 7 9 . 6 14 . 0 15 .2 9 . 5 13 . 5 14 . 3 14 . 3 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 8 . 3 8 . 3 8 . 0 8 . 7 8 . 7 9 . 6 14 . 0 15 .2 9 . 5 13 . 5 14 . 3 14 . 3 Queue : 1 0 1 2 0 4 1 15 1 0 14 1 *******xx+*x+x*xx*+**xxxxx**+***xxx++*****xx+**+**xx****+***x*xxx++*+***xx*x#*** Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :58 : 08 Page 1-1 ------------------------------------------------------------------------ - - ------ Patton Station Year 2003 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) +x+++xxxx+++xxxx+++++++++++xxxxx++xxxx+xxxxxx+++++xxxxx+xxxxxxx+x++++xx++xxx++++ 1 Intersection #8 Central Ave . (NS) / Highland Ave . (EW) xx+xxxxxxxx+++xxx++xx+x+xx++xxxxxxxxxx+xx+xxxxx++++++++xx++++xxx++++x++xx++++x++ Average Delay (Sec/veh) : 5 . 5 Worst Case Level Of Service : F +++++++++++xxx++xxxx+++xxxxxxxxxxxx+++xxxxxxxx++++++++xxx+++xxxxxxxxx+++xxx++xxx Approach: North Bound South Bound East Bound West Bound . Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 . 28 1 . 28 1 .28 1 .28 1 . 28 1 .28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 .28 Initial Bse : 84 0 33 0 0 0 0 442 29 5 605 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume: 96 0 38 0 0 0 0 545 36 7 797 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 96 0 38 0 0 0 0 545 36 7 797 0 ----------- - Adjusted Volume Module : Grade: 0%; 096 096 096 96 Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx X.)= xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 106 0 42 0 0 0 0 545 36 7 797 0 ------------ --------------- --------------- --------------- --------- ------ � Critical Gap Module : MoveUp Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------------ --------------- --------------- II ----- ---------- --------------- � Capacity Module: Cnflict Vol : 1367 xxxx 291 xxxx xxxx xxxxx xxxx xxxx xxxxx 582 xxxx xxxxx Potent Cap. : 142 xxxx 986 xxxx xxxx xxxxx xxxx xxxx xxxxx 835 xxxx xxxxx Adj Cap : 0 . 98 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx ' Move Cap . : 139 xxxx 986 xxxx xxxx xxxxx xxxx xxxx xxxxx 835 xxxx xxxxx ------------ I --------------- --------------- 11 --------------- --------------- � Level Of Service Module : Stopped Del : 78 .4 xxxx 3 . 8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4 . 3 xxxx xxxxx LOS by Move : * * * * * * * * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 184 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 67 . 3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F ApproachDel : 57 . 3 0 . 0 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I r MITIG8 Thu Jun 11, 1998 09 : 00 : 20 Page 1-1 ------------------------ --------------------- -------------------- - ------� Patton Station Year 2003 Without Project PM Peak Hour --------------------------------------------------------- ------ -� Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) +x+xxx+xxxxxx+x+x++xx+++x+++xx+x+++xx+xx++++x+x+x+xx++xxx+++++++++++++++++x++xxx Intersection #8 Central Ave . (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 31 . 9 Worst Case Level Of Service: F +xxxxxxxxxxx+xxxxxxxxxx++xxxx++xxxxxxxx+xxx+xxxxxxx+++++++xxxx++x+xx++++x+x+++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------- --------------- --------------- -------- --- ---- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------- ------ -------------- - � Volume Module: Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 .28 Initial Bse: 59 0 18 0 0 0 0 989 64 12 815 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 .75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume: 79 0 24 0 0 0 0 999 65 12 849 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 0 24 0 0 0 0 999 65 12 849 0 j - -------=--- I --------------- --------------- --------------- ---------- ----- I Adjusted Volume Module : Grade : 0% 096 096 0%- ' W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx is Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 86 0 26 0 0 0 0 999 65 13 849 0 ------------ --------------- -- ------------- --------------- --------------- � Critical Gap Module: MoveUp Time : 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------------ --------------- --------------- ---------- ----- -- ------- ------ � Capacity Module : Cnflict Vol : 1893 xxxx 532 xxxx xxxx xxxxx xxxx xxxx xxxxx 1064 xxxx xxxxx Potent Cap. : 65 xxxx 744 xxxx xxxx xxxxx xxxx xxxx xxxxx 460 xxxx xxxxx Adj Cap : 0 . 94 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 61 xxxx 744 xxxx xxxx xxxxx xxxx xxxx xxxxx 460 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Stopped De1 : 751 . 1 xxxx 5 . 0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8 . 0 xxxx xxxxx ' LOS by Move : * * * * * * + + * B x + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 78 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 755 xxxxx XYXYY xxxx xxxxx xxxxx xxxx xxxxx xxxx7C xxxx xxxxx Shared LOS : * F * * * * + x + + + + ApproachDel : 577 . 0 0 . 0 0 . 0 0 . 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 14 : 58 : 32 Page 1-1 --------------------------------------------------------------------- ----- - ---- - Patton Station Year 2003 Without Project AM Peak Hour ' Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) x+xxx+xxx+xxxxx+xxx+++xxxx++xx++xxxxx+xxxx+x+x+xx+xxx+xxx+xxx+xxx+xxx++x++++x+++ Intersection #8 Central Ave . (NS) / Highland Ave . (EW) ++x+++++xxxx++xx+xx+++++xxx++xxx++++xx++++xxx+++xxx++xx++xx++x++xxx++xx+xxxxxxx+ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 331 Loss Time (Sec) : 6 (Y+R = 4 Sec) Average Delay (sec/veh) : 5 . 0 Optimal Cycle : 60 Level Of Service: B x+x+++++x++++x+++xx+++++x+++++xxx+++xx+++xxxxx+++xxx++xx+++x++xx+++xx++x++x++x++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R- � � - - � � - - � � - L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - � Control : Permitted Permitted Permitted Permitted Rights : include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 ' Lanes : 0 0 1 ! 0 0- � � - - � � - - � � - 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ -------------- ------------- ------------- -------------- � Volume Module: Base Vol : 66 0 26 0 0 0 0 345 23 4 473 . 0 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 84 0 33 0 0 0 0 442 29 5 605 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 LPHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume : 96 0 38 0 0 0 0 545 36 7 797 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 96 0 38 0 0 0 0 545 36 7 797 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 96 0 38 0 0 0 0 545 36 7 797 0 ------------ I --------------- --------------- --------------- ----- - ---- - -- -- I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 iLanes : 0 . 72 0 . 00 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 1 . 88 0 . 12 0 . 02 1 . 98 0 . 00 Final Sat . : 1290 0 510 0 0 0 0 3377 223 � � --31 3569 0 ------------ --------------- � � - --------- ----- � � --- -- ---------- -- ----- ------ � Capacity Analysis Module: Vol/Sat : 0 . 07 0 . 00 0 . 07 0 . 00 0 . 00 0 . 00 0 . 00 0 . 16 0 . 16 0 . 22 0 . 22 0 . 00 Crit Moves : **** +*xx Green/Cycle : 0 . 33 0 . 00 0 . 33 0 . 00 0 . 00 0 . 00 0 . 00 0 . 57 0 . 57 0 . 57 0 . 57 0 . 00 Volume/Cap: 0 .22 0 . 00 0 . 22 0 . 00 0 . 00 0 . 00 0 . 00 0 .28 0 .28 0 . 39 0 . 39 0 . 00 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 9 . 3 0 . 0 9 . 3 0 . 0 0 . 0 0 . 0 0 . 0 4 .4 4 .4 4 . 8 4 . 8 0 . 0 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 9 .3 0 . 0 9 . 3 0 . 0 0 . 0 0 . 0 0 . 0 4 .4 4 .4 4 . 8 4 . 8 0 . 0 Queue: 1 0 0 0 0 0 0 5 0 0 7 0 xxxxxxxx+xxxxxxx++xxxxx+xxxx+++xxxx++xxxxxxx+++xxx++xxx++xxx+++xxxx+++xx++xxxxx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach i MITIG8 Thu Jun 11, 1998 14 : 58 : 58 Page 1-1 ------------------------------------------------------------ -------------------- Patton Station Year 2003 Without Project PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xxx++xx+xx+++x+xxxx++xxxx+x+++++xx+x+++xxxx+xxx+xxxxxx+xxx+x+xxxxxx+++xxxx++xxx+ Intersection #8 Central Ave . (NS) / Highland Ave . (EW) +xxxxxxx+++xxxx++xxxx++xx+++xxx+x+xx+xxxxxxxxxx++xxxxxxxx++xxxxxxx+xxxxxxx+xx+xx� Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 392 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 3 Optimal Cycle : 60 Level Of Service : B xxxx++xxxx+x++x+xxx++++x++++xxxxxxx+xxxxxxxxxx+++xxxxxxxxx++xxxxxxxxx++x+x+xxx+x� Approach: North Bound South Bound East Bound West Bound Movement : L - T. - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ----------- I, Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : - - � � - - � � - -- -- -- -- - � � - -- -- -- 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 00 ------------ ------------- ------------- - - - - - - - - ----- � Volume Module : Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 59 0 18 0 0 0 0 989 64 12 815 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume: 79 0 24 0 0 0 0 999 65 12 849 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 79 0 24 0 0 0 0 999 65 12 849 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 79 0 24 0 0 0 0 999 65 12 849 0 ------------ I --------------- --------------- ------------- - - --- - ----- ------ I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 0 . 77 0 . 00 0 . 23 0 . 00 0 . 00 0 . 00 0 . 00 1 . 88 0 . 12 0 . 03 1 . 97 0 . 00 Final Sat . : 1381 0 419 0 0 0 0 3380 220 50 3550 0 , ------------ ---- -------- - --- - - ----- ------ � Capacity Analysis Module : Vol/Sat : 0 . 06 0 . 00 0 . 06 0 . 00 0 . 00 0 . 00 0 . 00 0 . 30 0 . 30 0 . 24 0 . 24 0 . 00 , Crit Moves : **** **** Green/Cycle: 0 .33 0 . 00 0 . 33 0 . 00 0 . 00 0 . 00 0 . 00 0 .57 0 . 57 0 . 57 0 . 57 0 . 00 Volume/Cap: - 1 0 . 17 0 . 00 0 . 17 0 . 00 0 . 00 0 . 00 0 . 00 0 . 52 0 . 52 0 .42 0 .42__0 . 00 ----------- --------------- � � --------------- � � --------------- � � --------- ---- I, Level Of Service Module : Delay/Veh: 9 . 2 0 . 0 9 . 2 0 . 0 0 . 0 0 . 0 0 . 0 5 .4 5 .4 4 . 9 4 . 9 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 9 .2 0 . 0 9 .2 0 . 0 0 . 0 0 . 0 0 . 0 5 .4 5 . 4 4 . 9 4 . 9 0 . 0 Queue : 1 0 0 0 ' 0 0 0 10 1 0 8 0 xx++++x+xxx++xxxxx+xxxx+xxx++++++x+++++++++++++xxxxxxxx+x+x+x+xxx++xx++x+xx+xxx+ I. Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach i MITIG8 Thu Jun 11, 1998 08 : 58 : 12 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 2003 Without Project AM Peak Hour ---------------------------------------------------------------------------- ---- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) xxxxxxxxxx+++++++++++++++++xxxxxxx+x+xxxxxx+xxxxxxxxxxxxxxx+xxxxxxxxxxx++xxxxxxx Intersection #39 Central Ave . (NS) / Pacific St . (EW) ++++++++++xxxxxxxxxxxxxxxx++++++++xxx+++x+x++++++x+++xxxxxxx+++++++++++++xxxx+++ Average Delay (sec/veh) : 2 . 8 Worst Case Level Of Service : B +xxxxxxxxxxxx+++x+xx+x++++xxxx+xxxxxxxxxxxxx+xx+xxxx++xxxxx++xxxx+x++xxxxxxx++++ Approach: North Bound South Bound East Bound West Bound Movement_ L - T - R L - T - R L - T - R L - T - R ' ----- ------- --------------- --------------- --------------- ----------- ---- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module : 1 Base Vol : 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 Initial Bse : 73 18 46 32 14 4 42 129 12 29 114 63 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume: 101 25 64 43 19 5 49 149 13 41 160 88 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 101 25 64 43 19 5 49 149 13 41 160 88 ,. ------------ ---- ----------- � � --------------- � � --------------- � I --------------- � Adjusted Volume Module : Grade: 096 0% 0'k 096 * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 111 27 70 47 21 6 53 149 13 46 160 88 ------------ --------------- ----- ---------- --------------- --------------- � Critical Gap Module : MoveUp Time : 3 .4 3 . 3 2 . 6 3 . 4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ ---------- -------------- ---- ------- ---- ------- Capacity module : II - --- II - --- Cnflict Vol : 462 494 155 494 456 205 249 xxxx xxxxx 162 xxxx xxxxx Potent Cap. : 572 601 1155 548 628 1091 1305 xxxx xxxxx 1435 xxxx xxxxx Adj Cap: 0 . 92 0 . 93 1 . 00 0 . 85 0 . 93 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 524 558 1155 468 584 1091 1305 xxxx xxxxx 1435 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Stopped Del : 8 .5 6 . 8 3 . 3 8 .5 6 .4 3 . 3 2 . 9 xxxx xxxxx 2 . 6 xxxx xxxxx LOS by Move: * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 530 xxxx xxxxx 498 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 8 . 9 xxxx xxxxx 8 .2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B ApproachDel : 6 .5 7 .5 0 . 7 0 .4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 00 : 24 Page 1-1 1 ------------------------------------------------------------------------- ------- Patton Station Year 2003 Without Project PM Peak Hour ------------------------ ---------- --------------------- ----- --- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) x+xxx+x++xx++xxxx+x+x++x++x+++xxxxx+x+xxxx+x+xxx+xx+++++++xxxxxx+x+xx+x+xxx+++++ Intersection #39 Central Ave. (NS) / Pacific St . (EW) xxxxxx++++++++++xxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxx++++++++xxx+xxxxxxxxxxxxxx+x+� Average Delay (sec/veh) : 3 . 0 Worst Case Level Of Service : xxxxx+xxxx++xxx++xxxx++++xxxxxxx++++xxx xxxxx+++++x+xxxxxxxxxxxx+++xxxxxx++++xxxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- II -- ------------- II --------------- i. Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ I --------------- II --------------- II --------------- II --------------- I Volume Module: Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28� Growth Adj : 1 .28 1 .28 1 . 28 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 90 15 128 50 14 10 20 147 44 45 96 36 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91/ PHF Volume : 101 17 144 59 17 12 25 182 54 49 105 39 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 101 17 144 59 17 12 25 182 54 49 105 39 ------------ I ---- ----------- II --------------- II --------------- II --------------- Adjusted Volume Module : Grade : 096 096 096 0% % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 111 19 158 65 18 13 28 182 54 54 105 39 -- -------- Critical Gap Module : MoveUp Time: 3 .4 3 . 3 2 . 6 3 . 4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 .5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ I --------------- II --------------- II --------------- II --------------- i Capacity Module : Cnflict Vol : 423 428 209 489 435 125 145 xxxx xxxxx 235 xxxx xxxxx Potent Cap. : 603 650 1086 552 645 1196 1462 xxxx xxxxx 1324 xxxx xxxxx Adj Cap: 0 . 92 0 . 94 1 . 00 0 . 80 0 . 94 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 556 612 1086 439 607 1196 1462 x xxxxx 1324 xxxx xxxxx ------------ 1 --------------- II - xxx-------------- II --------------- II --------------- Level Of Service Module : Stopped Del : 7 . 9 6 . 1 3 . 8 9 .5 6 . 1 3 . 0 2 .5 xxxx xxxxx 2 . 8 xxxx xxxxx' LOS by Move: * * A * * A A * * A Movement : IT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 564 xxxx xxxxx 468 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ._ Shrd StpDel : 8 .1 xxxx xxxxx 9 .2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx, Shared LOS : B * * B * * * * * * x + ApproachDel : 5 .5 7 . 9 0 . 3 0 . 8 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jun 11, 1998 08 : 58 : 16 Page 1-1 --------- ---------------------------------------------------- ------- Patton Station Year 2003 Without Project AM Peak Hour ---------------------------------------------------------------- --------- --- ---- Level of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +xx++++xxxxxxxxxxxxxxxxxxxxxxx++x+++xx++++xxxxxx+xxxxx+++xx++++++x++++++xxx+++++ Intersection #9 Orange St . (NS) / Highland Ave . (EW) xxxxxxxxxxxxxxxxxxx+++xxxxxxx+xxxxx+++xx++xxx+xxxx++++++xxx+++xx++++++++xxxx++++ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 367 p Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 0 Optimal Cycle : 60 Level Of Service : B xx++++++++++++xx+xxxxxxxxxx+xx+++++xxxxxxxxx++xxx+xxxxxxx++++xxx++++xxxxxxx+++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ------------ --- I Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ -------------- ------------- --------- ---- ----- -------- - � Volume Module : ' Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 . 28 Initial Bse: 74 128 26 179 145 83 46 364 35 51 449 125 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 . 93 0 . 93 0 . 81 0 . 81 0 . 81 PHF Volume: 91 156 31 249 201 116 50 391 37 63 555 155 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 91 156 31 249 201 116 50 391 37 63 555 155 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 91 156 31 249 201 116 50 391 37 63 555 155 - --------------- � � --------------- � � --------------- 11 ------ --------- � rj Saturation Flow Module : f Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 83 0 . 17 1 . 00 0 . 63 0 . 37 1 . 00 1 . 83 0 . 17 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1502 298 1700 1141 659 1700 3289 311 1700 3600 1800 ------------ I --------------- --------------- ------- - - ------ -------- ------- I Capacity Analysis Module : Vol/Sat : 0 . 05 0 . 10 0 . 10 0 . 15 0 . 18 0 . 18 0 . 03 0 . 12 0 . 12 0 . 04 0 . 15 0 . 09 Crit Moves : **** **** Green/Cycle : 0 .48 0 . 48 0 . 48 0 .48 0 .48 0 .48 0 . 42 0 .42 0 .42 0 .42 0 . 42 0 .42 Volume/Cap: - 0 . 11 0 .22 0 .22 0 . 31 0 . 37 0 . 37 0 . 07 0 .28 0 .28 0 . 09 0 . 37 0 .20 ----------- --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 5 . 5 5 . 9 5 . 9 6 .2 6 . 5 6 . 5 6 . 7 7 .4 7 .4 6 . 8 7 . 8 7 . 2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 5 . 5 5 . 9 5 . 9 6 . 2 6 . 5 6 . 5 6 . 7 7 .4 7 .4 6 . 8 7 . 8 7 . 2 Queue: 1 2 0 3 2 1 0 4 0 1 6 2 ++++++++++++xxxxx+xxx+xxxxxxxx+++++xxxxxxx+++++++++++++++++++++++++++++++xxxxxxx ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach i 1 MITIG8 Thu Jun 11, 1998 09 : 00 : 54 Page 1-1 ---- --------------------------------------------------- ----- ---- - ---- - - -- Patton Station Year 2003 Without Project PM Peak Hour -------------------------------------------------------------------------- ------ Level Of Service Computation Report , 1994 HCM Operations Method (Base Volume Alternative) ++x++++x+++++x++++xxxxxxxxxxxxxxxxxxx++++xxxxxxxxxxxxxx++xx+++++++++++++xxxxxxxx Intersection #9 Orange St . (NS) / Highland Ave. (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 367 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 4 Optimal Cycle : 60 Level Of Service : B x+xxxxxxxxxx+x+xxxxxxxx++++++++++*xxxxxxxxxxxxxxxx+xxxxxxxxx+x+++x+xxx+xx++++++� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ---- -- � � ---- -- � � ---- -- � � ---- --------- --------- --------- --------- ' Control : Permitted Permitted Permitted Permitted- Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ --------------- --------------- 11 --------------- 11 --------------- Volume Module: Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj : 1 .28 1 .28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 ' Initial Bse : 69 35 54 96 37 45 118 788 131 51 596 165 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 93 0 . 93 0 . 93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 PHF Volume : 74 37 58 110 43 51 123 821 136 53 621 172 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 37 58 110 43 51 123 821 136 53 621 172 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 74 37 58 110 43 51 123 821 136 53 621 172 ------------ --------------- --------------- --------------- -------- ---- --- Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 39 0 . 61 1 . 00 0 . 46 0 .54 1 . 00 1 . 72 0 . 28 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 701 1099 1700 823 977 1700 3088 512 1700 3600 1800 ------------ I ----------- ---- --------------- ----------- - - -- --------- ------ Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 05 0 . 05 0 . 06 0 . 05 0 . 05 0 . 07 0 . 27 0 . 27 0 . 03 0 . 17 0 . 10 Crit Moves : **** **** Green/Cycle : 0 .33 0 . 33 0 . 33 0 . 33 0 . 33 0 . 33 0 . 57 0 . 57 0 . 57 0 . 57 0 .57 0 . 57 Volume/Cap: 0 . 13 0 . 16 0 . 16 0 . 19 0 . 16 0 . 16 0 . 13 0 . 47 0 . 47 0 . 06 0 . 30 0 . 17 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 9 . 0 9 . 1 9 . 1 9 . 2 9 . 1 9 . 1 3 . 9 5 . 1 5 . 1 3 . 8 4 . 4 4 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 9 . 0 9 . 1 9 . 1 9 . 2 9 . 1 9 . 1 3 . 9 5 . 1 5 . 1 3 . 8 4 .4 4 . 0 Queue: 1 0 1 1 1 1 1 8 1 0 5 1 xxx+x+++x+++*xxxxxxxx+++++xxxxxx+++t+xxt++++xxxx++xxxxxxtx+x++++++++xxx+++++xxxt r Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach r MITIG8 Thu Jun 11, 1998 08 : 58 : 19 Page 1-1 ------------------------------------------------------------------------ -------- ' Patton Station Year 2003 Without Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xxxxx+x+x+xxxx+++x++++++xxxxxxxx++x+++xx++x+++++++++++xxxxxxxxxx+xxxxx++++xxxxxx ' Intersection #10 Palm Ave. (NS) / Highland Ave . (EW) xxxxxxxxxxxxxx++xxxxx+x+++++xxxxx+xxxxxxxxxxx++++x+++x+xxxxxxxx+xxxxxx++++xx+xxx Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 397 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 8 Optimal Cycle : 72 Level Of Service : B xxxxxxxxxx++++xxx++++x++xxxxxx++++xxxx+++++xxxxxxxxxxxxxxx++x+++++xxx++x+++xxxxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 ' Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ --------------- II --------------- --------------- --------------- � Volume Module : Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj : 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 92 140 56 49 155 155 106 289 124 47 372 46 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 PHF Volume : 108 164 66 59 189 189 128 349 150 53 419 52 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 108 164 66 59 189 189 128 349 150 53 419 52 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 108 164 66 59 189 189 128 349 150 53 419 52 ------------ --------------- � � --------------- � � -------------- - � � ----------- ---- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 40 0 . 60 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2518 1082 1700 3600 1800 ------------ I -- ------- - - ---- --------------- ---------- ----- --------------- � Capacity Analysis Module : Vol/Sat : 0 . 03 0 . 09 0 . 04 0 . 03 0 . 10 0 . 10 0 . 08 0 . 14 0 . 14 0 . 03 0 . 12 0 . 03 Crit Moves : **** **** **** **** Green/Cycle : 0 . 14 0 . 28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 . 28 0 .28 0 . 14 0 . 28 0 .28 Volume/Cap: - 0 .24 0 . 33 0 . 13 0 . 25 0 .38 0 . 38 0 . 54 0 . 50 0 . 50 0 .22 0 .42 0 . 10 ----------- --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 17 . 9 13 . 5 12 . 6 18 . 0 13 . 7 13 . 7 20 . 6 14 .4 14 . 4 17 . 9 13 . 9 12 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 9 13 . 5 12 . 6 18 . 0 13 . 7 13 . 7 20 . 6 14 . 4 14 .4 17 . 9 13 . 9 12 . 5 Queue : 2 3 1 1 3 3 3 6 3 1 7 1 ++x+++++++x++x+++++++++xxxxxxxxxx+x++x+++x+xxxxx++++++xx+++xxxx+x+x+xxxxxxx+xxx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 00 : 59 Page 1-1 1 ----------------------------------------------------------------------- ----- - - -- Patton Station Year 2003 Without Project PM Peak Hour -------------------------------------------------------------------------- ------ Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xxxxxxxxxxxxxxxxxxxxxxxxxxxxx+x+++xxxxxxx+xxx+++xxxxxxxxxxxxxxxxxxxxx++++xxxxxxx Intersection #10 Palm Ave. (NS) / Highland Ave . (EW) +xxxxxxxxxxxxxxx+++++xxxxxxxxx+++++xxxxxx++++++x+++++xxxxxxxxxxxxxxxxxxxxx+++++� Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 538 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17 . 8 Optimal Cycle : 72 Level Of Service : C xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxx+++x++xxx++xx+++++x+++x+x++x+x++++xxxxx� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ I� Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ --------------- --------------- --------------- --------- ----- - � Volume Module : Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj : 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 173 119 145 61 78 106 97 666 173 105 550 47 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 . 94 0 . 94 0 . 94 PHF Volume: 203 140 170 77 98 133 101 693 180 112 586 50 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 203 140 170 77 98 133 101 693 180 112 586 50 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 203 140 170 77 98 133 101 693 180 112 586 50 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .59 0 .41 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2858 742 1700 3600 1800 ------------ I -------- ------- --------------- --------------- ---------- ----- � Capacity Analysis Module : Vol/Sat : 0 . 06 0 . 08 0 . 09 0 . 05 0 . 05 0 . 07 0 . 06 0 . 24 0 . 24 0 . 07 0 . 16 0 . 03 , Crit Moves : **** **** **** ***+ Green/Cycle : 0 . 14 0 . 28 0 . 28 0 . 14 0 . 28 0 .28 0 . 14 0 . 28 0 .28 0 . 14 0 .28 0 .28 Volume/Cap: 0 .46 0 . 28 0 . 34 0 . 33 0 . 20 0 . 27 0 .43 0 . 87 0 . 87 0 .47 0 . 59 0 . 10 ------------ I --------------- --------------- --------------- --------------- �� Level Of Service Module : Delay/Veh: 19 . 0 13 . 2 13 . 6 18 .4 12 . 8 13 . 1 19 . 1 22 . 1 22 . 1 19 . 6 15 . 2 12 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 .1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 19 . 0 13 . 2 13 . 6 18 .4 12 . 8 13 . 1 19 . 1 22 . 1 22 . 1 19 . 6 15 . 2 12 .5 Queue: 4 2 3 1 2 2 2 15 5 2 10 1 xxxxx++xxxxxxxxxxxxxttx+xxx+xxxxxxx++++xxxxxxx++xxxxxxxxx+++xxxxxxxxxxxxx+xxxxxx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 1 ' APPENDIX H YEAR 2003 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS t MITIG8 Thu Jun 11, 1998 08 :42 :47 Page 1-1 -------------------- ----------------------------------------------- ---- --------- Patton Station Year 2003 with Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xx+xx++++xxxxx+x+x+xx*xx+xx+**xxx+++++++++xxxxxxxxxxx:xxxx++x++++++++++++x+xxxxx ' Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) +++++++++++++++xxxxxxxx++*****xxx+#+++x+++xxxxxxxxxxx+xxxxxx+++++++++++++++xxxxx Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 602 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8 . 5 ' Optimal Cycle: 60 Level Of Service: B +++++++++xxxxxxxx*x**x**++++xxxx+++++++++x+xxxxxxxxxxxxxxxxxx++xxxxxx+++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --- ------ ----------- ------------- ----------- � Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 ' Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ -------------- ------------- ------------- ------------- - � Volume Module : Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 0 . 00 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 Initial Bse : 0 0 0 828 0 0 0 394 0 0 527 0 Added Vol : 0 0 0 68 0 0 0 17 0 0 14 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 896 0 0 0 411 0 0 541 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 ' PHF Volume: 0 0 0 1134 0 0 0 462 0 0 676 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1134 0 0 0 462 0 0 676 0 ' PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 1134 0 0 0 462 0 0 676 0 ------------ --------------- --------------- ------------- -- --------------- � ' Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ----------- - --------------- � � --------------- � � --------------- � � --------------- � Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 35 0 . 00 0 . 00 0 . 00 0 . 13 0 . 00 0 . 00 0 . 19 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 . 59 0 . 00 0 . 00 0 . 00 0 . 31 0 . 00 0 . 00 0 . 31 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 60 0 . 00 0 . 00 0 . 00 0 .41 0 . 00 0 . 00 0 . 60 0 . 00 ------------ I --------------- � � --------------- � � --------------- � � --------------- I ' Level Of Service Module : Delay/Veh: 0 . 0 0 . 0 0 . 0 5 . 5 0 . 0 0 . 0 0 . 0 10 . 7 0 . 0 0 . 0 12 . 0 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 5 .5 0 . 0 0 . 0 0 . 0 10 . 7 0 . 0 0 . 0 12 . 0 0 . 0 Queue: 0 0 0 12 0 0 0 6 0 0 10 0 xxx+++++xx+x+xxxxx+x xx++++xxxxxxxx++x++++xxxxxxx++++++++xxx++xxxxxxxx++++xxxxxxx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R. K & J.K, Newport Beach n MITIG8 Thu Jun 11, 1998 08 :40 : 04 Page 1-1 1 ----------------------------------------------------------------------- --- ------ Patton Station Year 2003 With Project PM Peak Hour ------------------------------------------------------------------------ - --- - --- Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) ++xxxxx++++xx+++++++xx++xxxxxxxx++++xx+x++xx+x+x+++++++++++xxxxxx+x+xxx+xx+xxxx+ Intersection 42 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 785 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 10 . 6 Optimal Cycle: 60 Level Of Service : B ++x+xxxxxx++x+xxxxxxxx+xxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx++xxx� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R- ---------- - , -------------- -------------- , --------_----- ---------- ----- r Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0- � � - -- -- - � � - -- -- -- -- - � � - 2 0 0 0 1 0 0 2 0 0 0 0 2 0- -0- - ------------ -------------- ------- - - - - - - - --- -- -- - - - - Volume Module : Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 0 . 00 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 0 0 0 1102 0 0 0 1048 0 0 823 0 Added Vol : 0 0 0 98 0 0 0 24 0 0 22 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 1200 0 0 0 1073 0 0 845 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1 . 00 0 . 95 1 . 00 PHF Volume : 0 0 0 1237 0 0 0 1153 0 0 889 0 1 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1237 0 0 0 1153 0 0 889 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 1237 0 0 0 1153 0 0 889 0 -----------Fl-1ow Module:------- Saturation ----- --------------- -------------- - --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0� ----------- - --------------- � � --------------- � � --------------- � � --------------- Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 39 0 . 00 0 . 00 0 . 00 0 . 32 0 . 00 0 . 00 0 . 25 0 . 00 Crit Moves : **** **** Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .49 0 . 00 0 . 00 0 . 00 0 .41 0 . 00 0 . 00 0 .41 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 79 0 . 00 0 . 00 0 . 00 0 . 79 0 . 00 0 . 00 0 . 61 0 . 00 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 0 . 0 0. 0 0 . 0 10 . 1 0 . 0 0 . 0 0 . 0 12 . 0 0 . 0 0 . 0 9 . 6 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 10 . 1 0 . 0 0 . 0 0 . 0 12 . 0 0 . 0 0 . 0 9 . 6 0 . 0 Queue : 0 0 0 18 0 0 0 18 0 0 12 0 xxxxxxxx+x+x+xxxxxxxxx+xxx+xxxxx+x++xx+x++xxx++xxxxxxxx++++++xxx+xx+++xxxxxx++x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 1 1 ' MITIG8 Thu Jun 11, 1998 08 :42 :56 Page 1-1 ----------------------- -------------------------------------------------------- - ' Patton Station Year 2003 With Project AM Peak Hour ------------------------------------------------------------------------ ------ - - ' Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++++x++xxxxxxxxxxxxxxx+xxxxxxxxxxxxx+xxxxxxxxxxxxxxxx+++xxxxxxxxxxxx++++++xxxxx+ Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) xxxxxxxxxxxxxxxx++++++++++xxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxx++xxxxx++++xxxxx++x Cycle (sec) : 120 Critical Vol . /Cap. (X) : 1 . 127 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 64 .4 ' Optimal Cycle : 120 Level Of Service : F xxxxxxx+x++x+++++++++++++xxxxxxxxxxxxxxxxxxxxxxxxxxx++++++++xxx+xx+xx++xx+++++x+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------ --- - ---------- ------------- ------------- ------------- - � Volume Module : Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 .28 1 . 28 1 .28 1 .28 1 .28 1 .28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 Initial Bse : 315 152 84 37 349 402 97 785 365 166 1069 159 Added Vol : 0 0 17 17 0 0 0 85 0 55 68 14 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 315 152 101 54 349 402 97 870 365 221 1137 172 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 ' PHF Volume: 484 234 156 64 411 473 122 1087 456 280 1439 218 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 484 234 156 64 411 473 122 1087 456 280 1439 218 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 484 234 156 64 411 473 122 1087 456 280 1439 218 ------------ --------------- --------------- ------ --------- --------------- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 . 61 0 . 39 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4690 710 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module : Vol/Sat : 0 . 28 0 . 13 0 . 09 0 . 04 0 . 23 0 .26 0 . 04 0 . 30 0 .25 0 . 16 0 . 31 0 .31 1 Crit Moves : **** **** **** **** Green/Cycle : 0 . 25 0 .35 0 . 35 0 . 13 0 . 23 0 .23 0 . 08 0 .27 0 . 27 0 . 15 0 . 33 0 . 33 Volume/Cap: 1 . 13 0 . 37 0 . 24 0 . 29 0 . 98 1 . 13 0 .46 1 . 13 0 . 95 1 . 13 0 . 93 0 . 93 -- I --------------- --------------- --------------- --------------- I ' Level Of Service Module: Delay/Veh: 109 . 8 18 . 7 17 . 7 30 . 6 48 .2 101 . 0 34 . 8 97 . 2 48 . 0 126 . 3 31 . 6 31 . 6 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 109 . 8 18 . 7 17 . 7 30 . 6 48 .2 101 . 0 34 . 8 97 .2 48 . 0 126 . 3 31 . 6 31. 6 Queue : 29 6 4 2 18 29 4 62 18 18 50 9 xxxxxxxx+++++xxxxxxxxx+++x+++++++++++++++++xxxxxxxxxxxxx+xxxxxxx+x++xx++++++++++ ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :40 : 17 Page 1-1 ' -------------------------------------------------- ----------------------- -- ----- Patton Station ' Year 2003 With Project PM Peak Hour ------------------------ - ------ - - -- -----� Level Of Service Computation Report 1994 HCM Operations Method (Future volume Alternative) x+xx+++++x+++xx++++++xxxx+xxxxx+xxxxxxxxxxxxxxx+++xxxxxxxx+xxxxxx++++xxxxxx++++x Intersection #4 Arden Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 1 . 007 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 62 . 5 Optimal Cycle : 120 Level Of Service: F xx+x+++xx+xxxxxxxxxx+xxxxxxxxxx+++++++xxxxxxxxxxxxx++++++++xxxxxxx+xxxxxx+xx+++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- - -------- --- Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 0 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 I■ ------------ --------------- � � --------------- � � --------------- � � --------------- �! Volume Module : Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 Initial Bse: 173 104 42 101 221 166 366 1345 425 191 1407 216 Added Vol : 0 0 24 24 0 0 0 122 0 88 110 22 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 173 104 67 126 221 166 366 1467 425 279 1516 238 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume: 230 138 89 139 246 185 416 1667 483 320 1743 274 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 230 138 89 139 246 185 416 1667 483 320 1743 274 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 230 138 89 139 246 185 416 1667 483 320 1743 274 -----------F ow- Saturation Module ---- --------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 14 0 . 86 2 . 00 2 . 00 1 . 00 1 . 00 2 . 59 0 . 41 Final Sat . : 1700 1800 1800 1700 2055 1545 3200 3600 1800 1700 4666 734 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 14 0 . 08 0 . 05 0 . 08 0 . 12 0 . 12 0 . 13 0 .46 0 .27 0 . 19 0 . 37 0 .37 Crit Moves : **** **** **** **** Green/Cycle : 0 . 12 0 . 25 0 .25 0 . 09 0 .23 0 . 23 0 . 14 0 .40 0 .40 0 . 16 0 . 41 0 . 41 Volume/Cap: 1 . 17 0 . 31 0 .20 0 . 89 0 . 53 0 .53 0 . 90 1 . 17 0 . 68 1 . 17 0 . 90 0 . 90 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 155 .1 23 . 8 23 . 0 63 . 1 27 . 0 27 . 0 47 . 2 109 21 . 0 143 . 8 25 .2 25 .2 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 155 . 1 23 . 8 23 . 0 63 . 1 27 . 0 27 . 0 47 . 2 109 21 . 0 143 . 8 25 . 2 25 .2 Queue : 16 4 2 6 7 6 16 107 14 22 57 11 xxxxx+++xx+xxxxxxxx++++++++++xxxxxxxx++++xxxx+x++++++++++++++++xxxxx+x+++++xxxxx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l MITIG8 Thu Jun 11, 1998 15 :41 :29 Page 1-1 -------------------------------------------------------------------------------- ' Patton Station Year 2003 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +xxxxxx+xxx++xxxxxx++xxxxxx++xxxxxx+++xxxxx++x+xxxxx+++xx+xx++++xxx++++xx++xxx+x Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) +xxxxx++xxxxx+++x++xxxxxxxx++xxxxx++++xxxxx+x+xx+xxx++++x+xx++xxxxxx++xxx+xxx+++ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 961 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34 . 7 ' Optimal Cycle : 120 Level Of Service : D ++++++++xx+++xxxx+xxxxx+++++xxxxxx+xxxxxxx++++xxxxxxx+++xx+xxx+++xxxx+x+xxx++xx+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --- ------------ --------- --------- ------------ � Control Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 2 0 0 1 0 1 0 1 1 0- � � - - - 2 0 2 1 0 1 0 2 1 0 ------------ --------------- � � -------------- ------------- -------------- � volume Module : ' Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 Initial Bse : 315 152 84 37 349 402 97 785 365 166 1069 159 Added Vol : 0 0 17 17 0 0 0 85 0 55 68 14 ' PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 315 152 101 54 349 402 97 870 365 221 1137 173 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF Volume : 484 234 156 64 411 473 122 1087 456 280 1439 219 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 484 234 156 64 411 473 122 1087 456 280 1439 219 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 484 234 156 64 411 473 122 1087 456 280 1439 219 ------------ I --------------- --------------- ---------- ----- --------------- I Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 60 0 .40 1 . 00 1 . 00 1 . 00 2 . 00 2 . 11 0 . 89 1 . 00 2 . 60 0 .40 Final Sat . : 3200 1080 720 1700 1800 1800 3200 3804 1596 1700 4687 713 1 ------------ --------------- --------------- --------------- --------------- � Capacity Analysis Module : Vol/Sat : 0 . 15 0 .22 0 . 22 0 . 04 0 . 23 0 . 26 0 . 04 0 . 29 0 . 29 0 . 16 0 . 31 0 . 31 Crit Moves : **** **** **** **** Green/Cycle: 0 . 16 0 . 31 0 .31 0 . 12 0 .27 0 .27 0 . 08 0 .30 0 . 30 0 . 17 0 .39 0 . 39 Volume/Cap: 0 . 96 0 . 69 0 . 69 0 . 32 0 . 83 0 . 96 0 .46 0 . 96 0 . 96 0 . 96 0 . 80 0 . 80 --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 54 . 7 25 . 7 25 . 7 31 . 8 30 . 7 43 . 0 34 . 8 37 . 3 37 .3 62 . 7 22 . 7 22 .7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' AdjDel/Veh: 54 .7 25 .7 25 . 7 31 . 8 30 . 7 43 . 0 34 . 8 37 . 3 37 .3 62 . 7 22 . 7 22 . 7 Queue : 20 7 5 2 14 20 4 41 19 13 44 7 +++xxx+xxxxxx+xxxxx++xxxxxxxx++xxxxxxxxxx++++++++xxxxxxx+xxxxxx+++xxxxxx+++xx+xx ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 15 :40 : 55 Page 1-1 ' ----------------------------------------------------------------------- - - ------- Patton Station Year 2003 With Project PM Peak Hour ------------------ ------- --- - --- - ----- -- - Level Of Service Computation Report , 1994 HCM Operations Method (Future Volume Alternative) xxxx+xxx+++xxxxxxxxx+x+x++xxxxxxxx+++++x+xxxxx+xxxxxx++xxxxx++xxxxxxxx+xx+x++xxx Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) ++++xxx+xxxxxxxxx++xxxxxxxxxxxxxx++++xxxxxxxxxxxxxxxx+++xxxx+xxxtxxxx+xxxx++xxxx' Cycle (sec) : 120 Critical Vol . /Cap . (X) : 0 . 882 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34 . 1 Optimal Cycle : 120 Level Of Service : D +x+xxxxxx+xxxxxxxx+++xxxxxxxxxxxxxxxxxxx+xxxxxxxxx+xxxxxx+xxxxxxxxxxx+xxxx++xxxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ I, Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 2 0 0 1 0 1 0 1 1 0 2 0 2 1 0 1 0 2 1 0 ' ------------ --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 , Initial Bse: 173 104 42 101 221 166 366 1345 425 191 1407 216 Added Vol : 0 0 24 24 0 0 0 122 0 88 110 22 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 173 104 66 125 221 166 366 1467 425 279 1517 238 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume : 230 138 88 139 246 185 416 1667 483 320 1743 274 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 230 138 88 139 246 185 416 1667 483 320 1743 274 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 230 138 88 139 246 185 416 1667 483 320 1743 274 ------------ I --------------- --- ------------ --------------- ------- - ------- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 61 0 . 39 1 . 00 1 . 14 0 . 86 2 . 00 2 . 33 0 . 67 1 . 00 2 . 59 0 . 41 Final Sat . : 3200 1099 701 1700 2055 1545 3200 4187 1213 1700 4666 734 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 07 0 . 13 0 . 13 0 . 08 0 . 12 0 . 12 0 . 13 0 .40 0 .40 0 . 19 0 . 37 0 . 37 Crit Moves : **** **** **** **** Green/Cycle : 0 . 08 0 . 23 0 . 23 0 . 08 0 . 23 0 .23 0 . 15 0 . 40 0 .40 0 . 19 0 .44 0 .44 Volume/Cap: 0 . 86 0 . 56 0 . 56 0 . 98 0 . 53 0 . 53 0 . 85 0 . 99 0 . 99 0 . 99 0 . 85 0 . 85 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 51. 6 27 . 9 27 . 9 87 . 9 27 . 0 27 . 0 41 .3 36 . 1 36 . 1 67 . 5 21 . 8 21 . 8 User DelAdj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 51 . 6 27 . 9 27 . 9 87 . 9 27 . 0 27 . 0 41 .3 36 . 1 36 . 1 67 . 5 21 . 8 21 . 8 Queue : 9 4 3 7 7 6 15 64 21 15 54 10 xxxxx++x+xxxxxxx++x+++xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxxx+xx+++++++x+> Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :43 : 01 Page 1-1 ------------------------------------------------------------------------ -------- Patton Station Year 2003 with Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) +++x++xxx+xxxx+++xxxxxxxxxx+xxxxxxxxx+++x+x++xxx+xx+++x+xx+++x+++++xxxxxxxxxxx++ Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) +xxxxxxxxxxx++++x++++++++xxxxx+x+++++x+xxxxxxxxxxxxxxxxxxxxx++++xxxxxxxxxx+++++x Average Delay (sec/veh) : 3 . 5 Worst Case Level Of Service : C xxxxxxx+xxxxxxxxxx++++xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+x+x+xxx++++ Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II --------------- I Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ I --------------- II --------------- II --------------- II --------------- I Volume Module: Base Vol : 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj : 1 . 28 1 .28 1 .28 1 .28 1 .28 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 . 28 1 . 28 Initial Bse : 0 515 127 265 566 0 0 0 0 0 0 0 Added Vol : 0 17 0 41 14 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 532 127 306 579 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume: 0 699 167 378 715 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 699 167 378 715 0 0 0 0 0 0 0 Adjusted Volume Module: Grade : 096 0%- 096 096 k Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 699 167 415 715 0 0 0 0 0 0 0 Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx --- I --------------- -- ------------- II --------------- II --------------- I Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 866 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 588 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ' Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 588 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ -------------- --------------- - --------------- Level Of Service Module: II ----'---------- I Stopped Del :xxxxx xxxx xxxxx 17 . 0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : * * * C Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * * * * * + ' ApproachDel : 0 . 0 6 .2 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :40 :44 Page 1-1 --------------------------------------------- ------------ ------ ------------ ---- - Patton Station , Year 2003 With Project PM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) +x+++xxx+xxx++xxxx+++xxxx++xxxxx++xxx+++xxxxx+xx++xxx+++xx++xxxx++xxxx+xxx+x+++x' Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) xx+++xxx++xxx+++xxx+++xxx+++xxxxx+++xxx+++xxxx++x+++xx++xxxx+xxxx++++xx++xxxxx+x Average Delay (sec/veh) : 3 . 0 Worst Case Level Of Service : B xxx+++xxxx++xxx++xxx+++xxxxx++++xxxx+++xxxx+++xx+++xx+xxxxx+xxxx+++++xx++x++x+xx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R- � � - - � � - - � � - L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- --------- ---- - � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ I --------------- II --------------- 11 --------------- II ---------- -- --- � Volume Module : Base Vol : 0 238 70 330 419 0 0 0 0 0 0 0 , Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 .28 1. 28 1 .28 1 . 28 Initial Bse : 0 305 90 422 536 0 0 0 0 0 0 0 Added Vol : 0 24 0 66 22 0 0 0 0 0 0 0 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 , Initial Fut : 0 329 90 488 558 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 0 383 104 525 600 0 0 0 0 0 0 0 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 383 104 525 600 0 0 0 0 0 0 0 Adjusted Volume Module: Grade : 096 0'k 096 096 W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1. 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 383 104 578 600 0 0 0 0 0 0 0 Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- II --------------- �� Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 487 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 939 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 939 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- 1I --------------- � Level Of Service Module : Stopped Del :xxxxx xxxx xxxxx 8 . 7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT IT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * * * * * r * x ApproachDel : 0 . 0 4 .2 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach a MITIG8 Thu Jun 11, 1998 08 :43 : 06 Page 1-1 ------------- ----------------------------------------------------------- -- Patton Station Year 2003 With Project AM Peak Hour ------------------------------------------------------------------------------ -- ' Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xxxxx+xxxxx++++++++++++++xxxxxxxxxx+xx+xxxxx++++++x++xxxxxx+++++xxxxx+++xxx++x++ Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) xx++x++++xxxxxxx++++++++xxxxxxxxxxxxxxxxx++xxxx xxx+++++xxxx+++++±+xxxx+++xx+++++ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 654 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17 . 6 Optimal Cycle : 120 Level Of Service: C xx+x+++++xxxxxxxx++xxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxx+++x++x+xx+++++++xx+++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ------------- - � Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- --------------- ----------- ---- --------- -- ---- � Volume Module: ' Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 28 1 . 28 1 .28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 .28 Initial Bse : 265 20 141 20 0 20 14 823 0 0 1108 17 Added Vol : 0 0 51 0 0 0 0 119 0 0 137 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 265 20 192 20 0 20 14 942 0 0 1245 17 User Adj : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 81 0 . 81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 ' PHF Volume: 327 25 237 26 0 26 18 1208 0 0 1537 21 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 327 25 237 26 0 26 18 1208 0 0 1537 21 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 327 25 237 26 0 26 18 1208 0 0 1537 21 ------------ --------------- --------------- ------------ --- ----------- ---- � ' Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 10 0 . 90 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 172 1628 1700 0 1800 1700 3600 0 0 3551 49 ------------ --------------- --------------- --------- ------ � � --------------- � Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 15 0 . 15 0 . 02 0 . 00 0 . 01 0 . 01 0 . 34 0 . 00 0 . 00 0 .43 0 .43 Crit Moves : **** **** **** Green/Cycle: 0 . 30 0 . 30 0 .30 0 . 18 0 . 00 0 . 18 0 . 08 0 . 60 0 . 00 0 . 00 0 . 51 0 . 51 Volume/Cap: 0 . 00 0 . 48 0 .48 0 . 08 0 . 00 0 . 08 0 . 13 0 .56 0 . 00 0 . 00 0 . 84 0 . 84 --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 33 .4 22 . 5 22 .5 26 .3 0 . 0 26 . 2 32 . 9 9 . 8 0 . 0 0 . 0 19 . 0 19 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 33 .4 22 .5 22 . 5 26 . 3 0 . 0 26 .2 32 . 9 9 . 8 0 . 0 0 . 0 19 . 0 19 . 0 Queue : 12 1 7 1 0 1 1 25 0 0 46 1 x+xxxxxx++++xxxxxxx+xxxxxxxxxxxxxxxxxxxx++x+++xxxxxxxxxxxxxx++xx+++xxxxxxxxxxxxx ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :40 :49 Page 1-1 --------------------------------------------------------------------------- - ---- Patton Station ' Year 2003 With Project PM Peak Hour ----- -------------------------------------------- -------- ----' Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 814 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 34 . 7 Optimal Cycle : 120 Level Of Service : D ++++#x***+++T*******++#xxx**#*#xx#*****#+#*******+#+###xx***xxxx#++++*T*#***+xT+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- --------- ------------ ------------- -- I' Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 , Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 312 15 148 19 0 22 28 1478 0 0 1473 23 Added Vol : 0 0 73 0 0 0 0 171 0 0 219 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 312 15 222 19 0 22 28 1649 0 0 1693 23 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 . 94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume: 332 16 236 29 0 32 31 1812 0 0 2039 28 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 332 16 236 29 0 32 31 1812 0 0 2039 28 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 332 16 236 29 0 32 31 1812 0 0 2039 28 -----------Flow-module:Module ---- --------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 06 0 . 94 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : - xxxx 114 1686 1700 0 1800 1700 3600 0 0 3551 49 ----------- --------------- --------------- --------- ------ � � --------------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 14 0 . 14 0 . 02 0 . 00 0 . 02 0 . 02 0 . 50 0 . 00 0 . 00 0 . 57 0 . 57 Crit Moves : **** ##x# +++# Green/Cycle : 0 . 28 0 .28 0 .28 0 . 18 0 . 00 0 . 18 0 . 08 0 . 62 0 . 00 0 . 00 0 . 54 0 . 54 Volume/Cap: 0 . 00 0 . 50 0 . 50 0 . 09 0 . 00 0 . 10 0 .22 0 . 81 0 . 00 0 . 00 1 . 07 1 . 07 ------------ I --------------- --------------- --------------- --------------- �� Level Of Service Module: Delay/Veh: 35 . 1 24 . 0 24 . 0 26 .3 0 . 0 26 . 3 33 .3 13 . 0 0 . 0 0 . 0 55 . 2 55 . 2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 35 . 1 24 . 0 24 . 0 26 .3 0 . 0 26 . 3 33 . 3 13 . 0 0 . 0 0 . 0 55 .2 55 . 2 Queue: 18 1 7 1 0 1 1 48 0 0 100 3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :43 : 11 Page 1-1 ------------ -------------------- - ------------------ ------------------- -- ------- - ' Patton Station Year 2003 With Project AM Peak Hour --------------------- ---------------------------------------- - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xxxxxx+xx+xxxxxx+x++x+++xxxxxxx+++xxxxxxxx+++x+x+x++++xxxxxxx+++xxxxxx++++xxxxxx Intersection #6 Victoria Ave. (NS) / Highland Ave . (EW) x+++x+xxxxxx+x++xxxxxxxxx+xxx+xxxxxxx++xx++++++++x++xx+xxxxxxxxxxxx+xxxxxxx+++xx Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 . 545 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23 . 3 Optimal Cycle: 71 Level Of Service : C ++xx+++xxxx++x+xx+x++xxxxxxx++xxxxxxxxxxx++xxxxxxxxxxxxxx+x++xxx++++xx+xxxxxxxxx Approach: North Bound South Bound East Bound West Bound ' Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- ----------- --------- ------------ � Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 ' Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj : 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 .28 1 .28 1 .28 1 .28 Initial Bse : 82 69 41 29 216 65 20 379 45 42 503 35 Added Vol : 0 0 17 17 0 0 0 170 0 14 137 14 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 82 69 58 46 216 65 20 549 45 56 640 48 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 ' PHF Volume : 102 86 72 57 264 80 22 590 48 74 841 63 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 102 86 72 57 264 80 22 590 48 74 841 63 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 ' MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 102 86 72 57 264 80 22 590 48 74 841 63 -------- ---- - - ------------- --------------- ------- -------- --------------- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 85 0 . 15 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3329 271 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 05 0 . 04 0 . 00 0 . 15 0 . 04 0 . 01 0 . 18 0 . 18 0 . 04 0 . 23 0 . 04 Crit Moves : **** **** **** **** Green/Cycle: 0 . 49 0 . 31 0 .31 0 .49 0 .31 0 . 31 0 . 14 0 .24 0 . 24 0 . 14 0 .24 0 . 24 Volume/Cap: 0 . 00 0 . 15 0 . 13 0 . 00 0 .47 0 . 14 0 . 09 0 . 74 0 . 74 0 . 31 0 . 98 0 . 15 --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 18 . 0 11 .5 11 .4 17 .5 13 .3 11 .4 17 . 2 18 . 5 18 .5 17 . 9 35 . 8 13 . 8 User DelAdj : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 18 . 0 11.5 11 .4 17 . 5 13 .3 11 .4 17 . 2 18 . 5 18 .5 17 . 9 35 . 8 13 . 8 Queue: 2 1 1 1 4 1 0 11 1 1 22 1 ++++xxxxxxxxxxxxxxxxxxxx++++xxxxxxxxx++x+xxxxxxxxx+x+xxxxxxxxxx+xxxx++xx+xxx+xxx ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 :36 : 05 Page 1-1 , ------------------------------------------------------------------------- --- ---- Patton Station Year 2003 With Project PM Peak Hour ---------------------------------------------------------------------------- ---- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xxx++++++++++++xx+xxxxx+xx++xxx++x+x+x++x++++++xxx+xxxxxxx++++xx+++++xxx+xx+xx+x Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) +xxxxx++xxxx+xxxxxxxxxx+xxxxxxx+x+++xxx+++++++xxxxxxx+x+++x+xxxxxxx+xxxxxxxxx+++� Cycle (sec) : 81 Critical Vol . /Cap. (X) : 0 . 649 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27 . 4 Optimal Cycle : 81 Level Of Service : D xx+++++x+xxxx++++x+++xxx+++x+x+x+xxx++++++xxxxxx+x+xxxxxxxxxxxxxxxx++xxxxxxxxxxx, Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- ----------- ----------- --------- ------------ I' Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 , ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 ' Initial Bse: 41 174 56 47 137 31 70 873 90 55 703 58 Added Vol : 0 0 24 24 0 0 0 244 0 22 219 22 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 41 174 80 71 137 31 70 1117 90 77 922 80 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0 . 93 0 . 93 0 . 93 PHF Volume: 50 212 98 81 156 35 71 1128 91 83 991 86 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 50 212 98 81 156 35 71 1128 91 83 991 86 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 50 212 98 81 156 35 71 1128 91 83 991 86 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 85 0 . 15 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3331 269 1700 3600 1800 ------------ --------------- --------------- --------------- --------- ------ � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 12 0 . 05 0 . 00 0 . 09 0 . 02 0 . 04 0 . 34 0 . 34 0 . 05 0 .28 0 . 05 Crit Moves : **** **** **** **** Green/Cycle: 0 .43 0 .27 0 . 27 0 . 43 0 . 27 0 .27 0 . 12 0 . 33 0 . 33 0 . 12 0 . 33 0 .33 Volume/Cap: 0 . 00 0 .43 0 . 20 0 . 00 0 . 32 0 . 07 0 .34 1 . 02 1 . 02 0 .40 0 . 83 0 . 14 ------------ --------------- --------------- --------------- --------------- I� Level Of Service Module : Delay/Veh: 20 . 7 16 .1 14 . 7 21 . 1 15 . 3 14 .2 21 .4 41 .2 41 . 2 21. 8 19 . 5 12 .2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 20 . 7 16 .1 14 .7 21 . 1 15 . 3 14 .2 21 .4 41 . 2 41 . 2 21 . 8 19 . 5 12 .2 Queue : 1 4 2 2 3 1 1 35 5 2 22 1 xxxxxxxxxxxxxxxxx+x++++xx++xxxxxxxx++++x+x++xxx+xx+++xx+xxx+x++xxx++xxxxxx++x++x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 09 : 37 :26 Page 1-1 ------------------------------------------------------------------------------- - Patton Station Year 2003 With Project AM Peak Hour --------------------------------=----------------------------------------- ----- - ' Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++x+xxxxx++++xx+++++++++xxx+xxx++++++++++xx+xxxxx++++++++++++xxxxx++++++xxx+++xx Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) +++x+++++++xxx+x++++xxxxx+xxx++x+++++++++++++++++++x+++++x+xx+x++xx++++xxx++++xx Cycle (sec) : 95 Critical Vol . /Cap. (X) : 0 . 682 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 3 Optimal Cycle : 95 Level Of Service: C x+xxx+xx++xxxx+xxx++++++x++xxxxx,rx+xxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxx+xxxx+xx+++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ------------ � Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ --------------- --------------- --------------- --------------- Volume Module : Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 50 1 18 33 1 45 204 433 50 9 526 119 Added Vol : 164 0 27 0 0 0 0 0 204 34 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 214 1 45 33 1 45 204 433 254 43 526 119 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 .55 0 . 55 0 . 55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 . 69 0 . 79 0 . 79 0 . 79 ' PHF Volume : 389 2 82 41 2 55 295 627 368 54 666 151 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 389 2 82 41 2 55 295 627 368 54 666 151 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 389 2 82 41 2 55 295 627 368 54 666 151 ------------ --------------- --------------- --------------- --------------- � ' Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 99 0 . 01 1 . 00 0 . 95 0 . 05 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 63 0 . 37 Final Sat . : 1791 9 1800 1716 84 1800 1700 3600 1800 1700 2935 665 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat : 0 .22 0 . 22 0 . 05 0 . 02 0 . 02 0 . 03 0 . 17 0 . 17 0 . 20 0 . 03 0 . 23 0 .23 Crit Moves : **** **** **** Green/Cycle: 0 .32 0 . 32 0 . 32 0 . 32 0 .32 0 .32 0 . 25 0 .48 0 .48 0 . 11 0 .33 0 .33 Volume/Cap: 0 . 68 0 . 68 0 . 14 0 . 08 0 . 08 0 . 10 0 . 68 0 . 36 0 . 42 0 .30 0 . 68 0 . 68 1 --------------- --------------- --------------- --------------- I Level Of Service Module: Delay/Veh: 20 . 5 20 . 5 14 . 9 14 . 6 14 . 6 14 . 7 23 . 7 10 . 0 10 . 6 25 . 7 18 . 8 18 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 20 . 5 20 .5 14 . 9 14 . 6 14 . 6 14 . 7 23 . 7 10 . 0 10 . 6 25 . 7 18 . 8 18 . 8 Queue : 9 0 2 1 0 1 7 10 6 1 16 4 xxxx+++++xxxxx+++x+xxxx+x++++x+xxx+xxxxxxxx+++x++++xxx+++++++++xx+xxxx+x+xxxxx+x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :41 : 08 Page 1-1 , -------------------------------------------------------------------------- ------ Patton Station ' Year 2003 With Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report , 1994 HCM Operations Method (Future Volume Alternative) xxx+++++++++++xx+xxxx xxxx++xx+++xxxxxxxxxxxx++++++++++++x++xxxxxxxxx+++xxxxxxxxx Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) +++xxxxxxxx+x+x+xx++++++xxxx+xx++++++++x+++xxxxxxxxxxxx+xxxx++++++xx+x+xxxxxx+x� Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 658 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 3 Optimal Cycle: 60 Level Of Service : B x+x++xxxxxxxxxxxxxx++xxxxxxxxxxxx+++xxxx+xxxxx+xx+++++++x++++xxxxxxxx++++++xx+x,I Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ------------ ' Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 0 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 ------------ --------------- � � --------------- � � --------------- � � ---------- ----- Volume Module : Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 .28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 ` Initial Bse : 79 3 38 133 1 225 56 881 74 8 837 17 Added Vol : 263 0 44 0 0 0 0 0 293 49 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 343 3 82 133 1 225 56 881 367 56 837 17 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 . 71 0 . 71 0 . 78 0 . 78 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 0 . 97 0 . 97 PHF Volume : 483 4 116 171 2 289 59 917 382 58 863 17 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 483 4 116 171 2 289 59 917 382 58 863 17 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 483 4 116 171 2 289 59 917 382 58 863 17 ------------ --------------- --------------- --------------- ---------- ----- � Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 99 0 . 01 1 . 00 0 . 99 0 . 01 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 96 0 . 04 Final Sat . : - 1785 15 1800 1779 21 1800 1700 3600 1800 1700 3530 70 ----------- --------------- --------------- --------------- --------- ------ Capacity Analysis Module : Vol/Sat : 0 . 27 0 .27 0 . 06 0 . 10 0 . 10 0 . 16 0 . 03 0 . 25 0 .21 0 . 03 0 . 24 0 . 24 Crit Moves : **** xx++ +xxx Green/Cycle: 0 .37 0 . 37 0 .37 0 .37 0 .37 0 . 37 0 . 19 0 . 32 0 .32 0 . 17 0 .29 0 . 29 Volume/Cap: 0 . 74 0 . 74 0 .18 0 . 26 0 .26 0 .44 0 . 18 0 . 80 0 . 67 0 .20 0 . 84 0 . 84 ------------ i --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 13 . 7 13 . 7 8 . 3 8 . 7 8 . 7 9 . 6 13 . 1 15 .2 13 . 6 14 . 0 17 . 5 17 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 13 . 7 13 . 7 8 .3 8 . 7 8 . 7 9 . 6 13 . 1 15 .2 13 . 6 14 . 0 17 . 5 17 . 5 Queue : 8 0 1 2 0 4 1 15 6 1 15 1 +x++++x++xxxxxxxxx++xxxx+++xxxxxx+++xxxxx++xx+++xxx+++++xxx+++++++++xx+x+++x++xx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach D ' MITIG8 Thu Jun 11, 1998 08 :43 : 22 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 2003 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) x+xx+x++xxxxxxxxxxxxxxxxxxx+++xxxxxxxxxxxxxxxxxxxx++xxxxx++++xx+++x+++xxxxx+++xx Intersection #8 Central Ave . (NS) / Highland Ave. (EW) +xxxxxxx+xxxxxxxxx++xxxxxxx+++++xxxxxx++++xxxxxxx++++xxx+++xxx+xxxxxxxxxxxx+++++ Average Delay (sec/veh) : 15 . 1 Worst Case Level Of Service: F x++++xxxxxxxxxx++++x++xx++xxxxxxxxxxxx++++xxxxxxxx+x+x+x+++xx+xxxxxxx+xxxxxx+++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- --------------- � ' Volume Module: Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 Initial Bse : 84 0 33 0 0 0 0 442 29 5 605 0 ' Added Vol : 0 0 27 0 0 0 0 27 0 34 34 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 84 0 61 0 0 0 0 469 29 39 639 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume : 96 0 69 0 0 0 0 579 36 51 841 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 96 0 69 0 0 0 0 579 36 51 841 0 Adjusted Volume Module: Grade: 0* 0!k 096 096 W Cycle/Cars : xx== xxxx xxxx xxxx =xxx =xxx =xxx =xxx ' * Truck/Comb: =xxx =xxx x=x= xxxx xxxx xxxx x=xx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: x==x xxx= =xxx xx=x =xxx xxx= xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxx= xxxx =xxx =xxx xxx= x=x= Adj Vol . : 106 0 76 0 0 0 0 579 36 57 841 0 Critical Gap Module: MoveUp Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 x=x= xxxxx I ------------ I --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol : 1490 xxxx 308 xxxx xxxx xxxxx xxxx xxxx xxxxx 615 xxxx xxxxx ' Potent Cap. : 118 xxxx 967 xxxx xxxx xxxxx xxxx xxxx xxxxx 801 xxxx xxxxx Adj Cap: 0 . 86 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 102 xxxx 967 xxxx xxxx xxxxx xxxx xxxx xxxxx 801 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Stopped Del :236 . 6 xxxx 4 . 0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4 . 8 xxxx xxxxx LOS by Move : * * * * * * * * * A Movement : LT - LTR - RT IT - LTR - RT LT - LTR - RT IT - LTR - RT Shared Cap. : xxxx 162 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 239 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F ApproachDel : 139 .4 0 . 0 0 . 0 0 .3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 : 41 : 14 Page 1-1 , -------------------------------------------------------------------------------- Patton Station Year 2003 With Project PM Peak Hour ------------------------------------------------------------ -------------------- Level Of Service Computation Report ' 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection 48 Central Ave . (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 97 .4 worst Case Level Of Service : *************+*******xx**********x*********x**x********xxxx+++++++*****++*x**+++ Approach: North Bound South Bound East Bound West Bound , Movement : L - T - R L - T - R L - T - R L - T - R ------------ ----------- --- ------------- ------------- ------------- - � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ I ------------ --- --------------- --------------- --------------- � Volume Module : Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 1 Growth Adj : 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 Initial Bse : 59 0 18 0 0 0 0 989 64 12 815 0 Added Vol : 0 0 44 0 0 0 0 44 0 49 49 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 O ' Initial Fut : 59 0 62 0 0 0 0 1033 64 60 864 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume: 79 0 82 0 0 0 0 1044 65 63 900 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 0 82 0 0 0 0 1044 65 63 900 0 , Adjusted Volume Module: Grade : 096 096 09, 0% W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx W Truck/Comb : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 .10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 ' Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 86 0 91 0 0 0 0 1044 65 69 900 0 , Critical Gap Module : MoveUp Time : 3 . 4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx ------------ I --------------- � � -- - --------------- --------------- �� Capacity Module: Cnflict Vol : 2039 xxxx 554 xxxx xxxx xxxxx xxxx xxxx xxxxx 1108 xxxx xxxxx Potent Cap. : 53 xxxx 725 xxxx xxxx xxxxx xxxx xxxx xxxxx 436 xxxx xxxxx Adj Cap: 0 . 66 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 35 xxxx 725 xxxx xxxx xxxxx xxxx xxxx xxxxx 436 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Stopped Del : 2529 xxxx 5 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9 . 7 xxxx xxxxx LOS by Move: * * * * * * * * * B x + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 68 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 2599 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F * * * * * * * * + ApproachDel : 1236 .5 0 . 0 0 . 0 0 . 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 14 : 59 : 37 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 2003 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x+xxx++xxxxxx+xx+++xxxxx++xxx++++xx+++++xx++xxxxx++x++xxx++xx+xxxx++xxx++xx++xx+ Intersection #8 Central Ave . (NS) / Highland Ave . (EW) +xxx+++xxxxx++xx+xxxxxx+++xx+++x++xx+++xxx++xxxxx++xxx++xx++x+++xxxx++xxx++xx+xx Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 377 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 2 Optimal Cycle: 60 Level Of Service : B x+xxx+++xxxx++xx++xxxxx+++xxxx++++xxx++xxx+x++++xxx++xxx++xx+xxxxx+++xx+++xxx+xx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R- � � - - � � - L - T - R L - T - R ------------ --------------- � � -------------- ------------- -------------- � Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : 0 0 1 ! 0 0- � � - - I � - - � � - 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ -------------- ------------- ------------- -------------- � Volume Module: Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 84 0 33 0 0 0 0 442 29 5 605 0 Added Vol : 0 0 27 0 0 0 0 27 0 34 34 0 ' PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 84 0 60 0 0 0 0 469 29 39 639 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume : 96 0 69 0 0 0 0 579 36 51 841 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 96 0 69 0 0 0 0 579 36 51 841 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 96 0 69 0 0 0 0 579 36 51 841 . 0 ------------ I --------------- --------------- --------------- --------------- I Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 0 . 58 0 . 00 0 .42 0 . 00 0 . 00 0 . 00 0 . 00 1 . 88 0 . 12 0 . 11 1 . 89 0 . 00 Final Sat . : 1047 0 753 0 0 0 0 3389 211 � � -206 3394 0 ------------ --------------- � � --------------- � � --------------- -------- ------ � Capacity Analysis Module : ' Vol/Sat : 0 . 09 0 . 00 0 . 09 0 . 00 0 . 00 0 . 00 0 . 00 0 . 17 0 . 17 0 .25 0 .25 0 . 00 Crit Moves : **** xxxx Green/Cycle: 0 . 33 0 . 00 0 . 33 0 . 00 0 . 00 0 . 00 0 . 00 0 . 57 0 .57 0 . 57 0 . 57 0 . 00 Volume/Cap: 0 .28 0 . 00 0 . 28 0 . 00 0 . 00 0 . 00 0 . 00 0 .30 0 . 30 0 .44 0 .44 0 . 00 ------------ I --------------- --------------- --------------- II --------------- I Level Of Service Module: Delay/Veh: 9 . 5 0 . 0 9 . 5 0 . 0 0 . 0 0 . 0 0 . 0 4 .4 4 .4 4 . 9 4 . 9 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' AdjDel/Veh: 9 . 5 0 . 0 9 .5 0 . 0 0 . 0 0 . 0 0 . 0 4 .4 4 .4 4 . 9 4 . 9 0 . 0 Queue : 1 0 1 0 0 0 0 5 0 1 8 0 xx+xxx++xx++xxx++xxxxxx+++++xxx++++xx+++++xxx++++xxxxx+++xxx++++xx+++xxtxxx+++xx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jun 11, 1998 15 : 00 : 05 Page 1-1 , ----------------------------------------------------------------------- --------- Patton Station , Year 2003 With Project PM Peak Hour ----------------------------------------- Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) +x+xxxx+++++++++++x++++x++xx+++++++++++xx+++++++x++++++++++++xx+++++xx+xxx+++++x Intersection #8 Central Ave . (NS) / Highland Ave. (EW) xxxxxxxxxxx++xxxxx++xxxxx+++xxxxxxxxxxx+xxxxxxx+x+xxxx+++x+xxxx+xxx+xxxxxxx++xxx' Cycle (Sec) : 60 Critical Vol . /Cap. (X) : 0 .442 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 6 Optimal Cycle : 60 Level Of Service : B +xxx+xxxxx+xxx+xx+xx+xxxxxxxxxxxx+xxx++xxx++xxxxx++xx++xx+xxxx++x++++xxxxxxxxxxx� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ----------- I, Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 , ------------ --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse : 59 0 18 0 0 0 0 989 64 12 815 0 Added Vol : 0 0 44 0 0 0 0 44 0 49 49 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 59 0 62 0 0 0 0 1033 64 61 864 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume : 79 0 83 0 0 0 0 1044 65 63 900 0 , Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 79 0 83 0 0 0 0 1044 65 63 900 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Final Vol . : 79 0 83 0 0 0 0 1044 65 63 900 0 ------------ ---------- ---------- Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 0 .49 0 . 00 0 . 51 0 . 00 0 . 00 0 . 00 0 . 00 1 . 88 0 . 12 0 . 13 1 . 87 0 . 00 Final Sat . : 878 0 922 0 0 0 0 3389 211 236 3364 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 09 0 . 00 0 . 09 0 . 00 0 . 00 0 . 00 0 . 00 0 . 31 0 . 31 0 .27 0 .27 0 . 00 Crit Moves : **** **** Green/Cycle: 0 .33 0 . 00 0 .33 0 . 00 0 . 00 0 . 00 0 . 00 0 . 57 0 . 57 0 .57 0 . 57 0 . 00 Volume/Cap: 0 .27 0 . 00 0 .27 0 . 00 0 . 00 0 . 00 0 . 00 0 . 54 0 . 54 0 .47 0 .47 0 . 00 ------------ I --------------- --------------- --------------- --------------- I� Level Of Service Module : Delay/Veh: 9 .5 0 . 0 9 . 5 0 . 0 0 . 0 0 . 0 0 . 0 5 . 5 5 . 5 5 . 1 5 . 1 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 9 . 5 0 . 0 9 .5 0 . 0 0 . 0 0 . 0 0 . 0 5 . 5 5 . 5 5 . 1 5 . 1 0 . 0 Queue: 1 0 1 0 0 0 0 11 1 1 9 0 ++++x++++++++++++x+++++xx++++++xx+x++++xx++xx+++xxxx+++++++++++++xxxxx+x++xxx++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach a u MITIG8 Thu Jun 11, 1998 09 : 38 : 54 Page 1-1 - ------------------------------------------------------------------------- ------ Patton Station Year 2003 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) +x+xx+++++xxx+++++xxxxxxx+x+xxxxxxxx+++++++++++++xx+xx++++++++x+++xxxx+x++x+++++ Intersection #38 Central Ave . (NS) / Project Entrance (EW) +xx+xx++++++++xx+++++++++++++++++++++++++xxxxx+x++++++xx+++++++++x+++++++++++++x Average Delay (sec/veh) : 1 .4 Worst Case Level Of Service : B +x+xx+x+++++++xxx++xxxxx+++x+xx++++++xxx+++xxxx+++++x+xx+++++++++xxxxxxx++++xxxx Approach: North Bound South Bound East Bound West Bound Movement ; L - T - R L - T - R L - T - R L - T - R ----- ------- --------------- - -------------- --------------- ---------- - - --- � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module : ' Base Vol : 0 92 0 0 27 0 0 0 0 0 0 0 Growth Adj : 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 1 . 28 Initial Bse: 0 118 0 0 35 0 0 0 0 0 0 0 Added Vol : 68 0 0 0 0 34 27 0 55 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 68 118 0 0 35 34 27 0 55 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 95 1 . 00 1 . 00 0 . 95 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 68 124 0 0 36 34 27 0 55 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 68 124 0 0 36 34 27 0 55 0 0 0 Adjusted Volume Module : Grade : 0% 096 096 096 % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1. 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 75 124 0 0 36 34 30 0 61 0 0 0 Critical Gap Module : MoveUp Time : 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 . 5 xxxx 5_5 xxxxx xxxx xxxxx ------------ I --------------- � � --------------- � � ---- -- --------------- � Capacity Module: Cnflict Vol : 70 xxxx xxxxx xxxx xxxx xxxxx 245 xxxx 53 xxxx xxxx xxxxx Potent Cap. : 1587 xxxx xxxxx xxxx xxxx xxxxx 763 xxxx 1301 xxxx xxxx xxxxx ' Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 95 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap. : 1587 xxxx xxxxx xxxx xxxx xxxxx 727 xxxx 1301 xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: Stopped Del : 2 .4 xxxx xxxxx xxxxx xxxx xxxxx 5 . 1 xxxx 2 . 9 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xYYYY xYYx xXYYY Y-xx= xxxx XXX7LX xxxx][ xxxx xxxxx Shared LOS : * * ApproachDel : 0 . 9 0 . 0 3 . 6 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 i MITIG8 Thu Jun 11, 1998 09 : 39 : 17 Page 1-1 , --------------------------------------------------------------- ---- ---- ------- - - Patton Station ' Year 2003 With Project PM Peak Hour Level Of Service Computation Report , 1994 HCM Unsignalized Method (Future Volume Alternative) xx+xxxx++++++x++++xxxxxx+x+++++xxxxxxxxx+xx+x++++++xxxxxx+xxxxxxxxxxxxxxxxxxx+++ Intersection #38 Central Ave. (NS) / Project Entrance (EW) Average Delay (sec/veh) : 1 . 9 Worst Case Level Of Service : +xxxxxx++++++++++++xxxxx++++++++xxxxxxxxxxxx++++xxxxxxxxxx+xxxxx++x+xx++++++++xx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign , Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 0 60 0 0 59 0 0 0 0 0 0 0 Growth Adj : 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 .28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 Initial Bse: 0 77 0 0 76 0 0 0 0 0 0 0 Added Vol : 98 0 0 0 0 49 44 0 88 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0` Initial Fut : 98 77 0 0 76 49 44 0 88 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 .95 1 . 00 1 . 00 0 . 95 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume: 98 81 0 0 79 49 44 0 88 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 98 81 0 0 79 49 44 0 88 0 0 0� Adjusted Volume Module : Grade : 0% 096 096 0%- * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 96 Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 101 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 108 81 0 0 79 49 48 0 97 0 0 Of Critical Gap Module: MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 .5 xxxx 5 . 5 xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- Capacity Module: Cnflict Vol : 128 xxxx xxxxx xxxx xxxx xxxxx 283 xxxx 104 xxxx xxxx xxxxx Potent Cap. : 1489 xxxx xxxxx xxxx xxxx xxxxx 726 xxxx 1226 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 93 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap. : 1489 xxxx xxxxx xxxx xxxx xxxxx 674 xxxx 1226 xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Stopped Del : 2 . 6 xxxx xxxxx xxxxx xxxx xxxxx 5 . 7 xxxx 3 .2 xxxxx xxxx xxxxx LOS by Move : A * * + x * B x A + x x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * * * + + x x x + x ApproachDel : 1.5 0 . 0 4 . 0 0 . 0 a Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach Q Q MITIG8 Thu Jun 11, 1998 08 :43 : 27 Page 1-1 ------------------ -------------------------------------------------------- Patton Station Year 2003 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ++++xxx++++++++++x+++++++xxxxxx+++++++x+xxx+++xxxx++x++++++x++xxx+++x+++++xxxx++ Intersection #39 Central Ave . (NS) / Pacific St . (EW) xx++xxxx++x++++x+++xxx+++++xxxxxx+x++x++++xxxxxxxx+++++++xx++xxxxxx+x+xxx+x+++++ Average Delay (sec/veh) : 3 . 6 Worst Case Level Of Service : C xxxx+xxxxx++++++++xxxxx+++++xxxxxxxxxxxxxx+++xxxxxxxxxxxxxxxx++xxxxx++++++xxxx++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --- ------------ --------------- � Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � ' Volume Module: Base Vol : 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 Initial Bse: 73 18 46 32 14 4 42 129 12 29 114 63 Added Vol : 0 17 0 14 14 27 34 0 0 0 0 17 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 73 35 46 46 28 31 76 129 12 29 114 80 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume: 101 49 64 61 37 42 88 149 13 41 160 112 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 101 49 64 61 37 42 88 149 13 41 160 112 Adjusted Volume Module: Grade: 096 0'k 096 096 W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 111 53 70 67 41 46 96 149 13 46 160 112 Critical Gap Module : Moveup Time: 3 .4 3 .3 2 . 6 3 . 4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 .5 6 . 0 5 .5 6 . 5 6 . 0 5 .5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ I --------------- 11 --------------- --------------- --------------- � Capacity Module : Cnflict Vol : 540 557 155 557 508 217 273 xxxx xxxxx 162 xxxx xxxxx Potent Cap. : 515 557 1155 504 591 1075 1271 xxxx xxxxx 1435 xxxx xxxxx Adj Cap: 0 . 83 0 . 89 1 . 00 0 . 79 0 . 89 1 . 00 1 . 00 xxxx xxxxx 1. 00 xxxx xxxxx Move Cap. : 427 498 1155 400 529 1075 1271 xxxx xxxxx 1435 xxxx xxxxx ------------ I --------------- 11 --------------- --------------- --------------- � Level Of Service Module : Stopped Del: 11 . 0 8 . 0 3 .3 10 . 6 7 . 3 3 . 5 3 . 0 xxxx xxxxx 2 .6 xxxx xxxxx LOS by Move: * * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 448 xxxx xxxxx 440 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 12 . 1 xxxx xxxxx 10 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : C * * C ApproachDel : 8 . 0 7 . 6 1 . 1 0 .4 STraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :41 : 24 Page 1-1 ' ----------------------------------------------------------------------------- --- Patton Station ' Year 2003 With Project PM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) x+xxxx+++x+++xxx+x++xx++++++++++++xx+++x+++++x++xx+xx+++++++++++++++++++++++++++ Intersection #39 Central Ave. (NS) / Pacific St . (EW) x++x++#xx#++++#xxxxx++xxxxxx++xxxxxxxxxxxxxxxxxxxxx++++x+xxxxxxxx++r+++xxxxxxxx� Average Delay (sec/veh) : 4 . 1 Worst Case Level Of Service : xxxxxxx+xxxx+xx+x++x++x++xxxxx+xxxxxxxx+++xx+xxx+xxx++xxx+++++++xxxxxxxxxxxxxx++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- II --------------- --------------- --------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled ' Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 70 12 100 39 11 8 16 115 34 35 75 26 Growth Adj : 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1.28 1 . 28 1 .28 1 . 28 1 . 28 Initial Bse : 90 15 128 50 14 10 20 147 44 45 96 36 Added Vol : 0 24 0 22 22 44 49 0 0 0 0 24 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0� Initial Fut : 90 40 128 72 36 54 69 147 44 45 96 60 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91 PHF Volume : 101 45 144 85 42 64 86 182 54 49 105 66 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 101 45 144 85 42 64 86 182 54 49 105 66, Adjusted Volume Module : Grade: 096 0% 096 096 * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 96 Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 .10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 001 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : ill 49 158 93 47 70 94 182 54 54 105 661 Critical Gap Module: MoveUp Time : 3 .4 3 . 3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 .5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ I --------------- ---- ----------- --------------- --------------- Capacity Module : Cnflict Vol : 535 515 209 576 509 139 172 xxxx xxxxx 235 xxxx xxxxx Potent Cap. : 519 585 1086 491 590 1178 1420 xxxx xxxxx 1324 xxxx xxxxx Adj Cap: 0 . 81 0 . 90 1 . 00 0 . 73 0 . 90 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 419 524 1086 359 528 1178 1420 xxxx xxxxx 1324 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Stopped Del : 11 .3 7 . 5 3 . 8 13 . 1 7 .4 3 .2 2 . 7 xxxx xxxxx 2 . 8 xxxx xxxxx LOS by Move : * * A * * A A * * A * * Movement : IT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 447 xxxx xxxxx 402 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 11 .9 xxxx xxxxx 13 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : C * * C * * * * * * * + ApproachDel : 7 . 0 8 . 5 0 . 8 0 . 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach a 0 MITIG8 Thu Jun 11, 1998 08 :43 :31 Page 1-1 -------------------------------------------------------------------------------- Patton Station Year 2003 With Project AM Peak Hour ----------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +xxxxxxxxxxx+xxxxxxx+++++xxxxxxxx+x+++xx++x++++xxxxx++xx+xxtxx+++xxxxxx+xxxxx++x Intersection #9 Orange St . (NS) / Highland Ave . (EW) +xxx++++++++xxxxx+xxx++xxxx+xxxx++x++xxxxxxx++++++++++++++xx+++++x+x+x++xxxxx++x Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 .401 Loss Time (sec) : 6 (Y+R = 4 Sec) Average Delay (sec/veh) : 7 . 0 Optimal Cycle : 60 Level Of Service : B xxxxxxxxxxx++++++xxxxxx+++++++++++xx+xxxxxxxxx+++xxxxxxxxx+++xxxxxxxx++xxxxx+++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --- -------------- ------------- ------------- ------------- - � Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ -------------- ------------- -------------- II -------------- - � Volume Module : Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 . 28 1 .28 1 .28 1 . 28 1 .28 1 .28 1 . 28 Initial Bse: 74 128 26 179 145 83 46 364 35 51 449 125 Added Vol : 0 0 0 0 0 17 14 41 0 0 51 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 74 128 26 179 145 100 60 404 35 51 500 125 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 . 93 0 . 93 0 . 81 0 . 81 0 . 81 PHF Volume: 91 156 31 249 201 139 64 435 37 63 618 155 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 91 156 31 249 201 139 64 435 37 63 618 155 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 'MLF Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 91 156 31 249 201 139 64 435 37 63 618 155 ---------Saturation---1 Flow Module ---- --------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 83 0 . 17 1 . 00 0 . 59 0 .41 1 . 00 1 . 84 0 . 16 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1502 298 1700 1064 736 1700 3318 282 1700 3600 1800 ------------ -- ------------- --------------- --------------- --------------- � Capacity Analysis Module : Vol/Sat : 0 . 05 0 . 10 0 . 10 0 . 15 0 . 19 0 . 19 0 . 04 0 . 13 0 . 13 0 . 04 0 .17 0 . 09 1 Crit Moves : **** **** Green/Cycle : 0 .47 0 .47 0 .47 0 .47 0 .47 0 .47 0 .43 0 .43 0 .43 0 .43 0 .43 0 .43 Volume/Cap: 0 . 11 0 . 22 0 .22 0 .31 0 .40 0 .40 0 . 09 0 . 31 0 . 31 0 . 09 0 .40 0 . 20 --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 5 . 7 6 . 1 6 . 1 6 .4 6 . 8 6 . 8 6 . 6 7 .3 7 . 3 6 . 6 7 . 7 6 . 9 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 5 . 7 6 . 1 6 . 1 6 .4 6 . 8 6 . 8 6 . 6 7 .3 7 .3 6 . 6 7 . 7 6 . 9 Queue : 1 2 0 3 2 2 1 5 0 1 7 2 +xx+++xxxxxx++++xxxxxxxxxxxxxxx++++xx++++++xxxxxxxxxxxxxxxxxxx+++++++++++xx+x++x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :41 : 30 Page 1-1 I -------------------------------------------------------------------------- ------ Patton Station , Year 2003 With Project PM Peak Hour --------------------------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++xx+++++++++x+xxx++x++++xx++xxxxx+++++++xx+xxxx+++xx++xxx+++++++++++x+++x+++xx+ Intersection #9 Orange St . (NS) / Highland Ave . (EW) xxxxxxxxxxxxxxxxxxxxx+xxxxxxxxx++xx++xx++xxx++x+++++++xx+xxxxxxxxxxxxxx+x++++++� Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 393 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 5 Optimal Cycle: 60 Level Of Service : B xx+++++++x+++++++++++++x+xxx xxxx++x++++++++++++++++++++++xxxxxxx+xxxxxxxxxx++xxx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R -------- --------- --------- --------- ----------- I, Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ -------------- ------------- ------------- ------------- - � Volume Module: Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj : 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 .28 1 . 28 1.28 1 . 28 1 . 28 Initial Bse: 69 35 54 96 37 45 118 788 131 51 596 165 Added Vol : 0 0 0 0 0 24 22 66 0 0 73 0 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 69 35 54 96 37 69 140 854 131 51 670 165 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 93 0 . 93 0 . 93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 .96 0 . 96 0 . 96 PHF Volume : 74 37 58 110 43 80 146 890 136 53 698 172 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 37 58 110 43 80 146 890 136 53 698 172 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 74 37 58 110 43 80 146 890 136 53 698 172 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Q Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 39 0 . 61 1 . 00 0 . 35 0 . 65 1 . 00 1 . 73 0 .27 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 701 1099 1700 629 1171 1700 3123 477 1700 3600 1800 ------------ --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 05 0 . 05 0 . 06 0 . 07 0 . 07 0 . 09 0 . 28 0 .29 0 . 03 0 . 19 0 . 10 Crit Moves : x++x xxx+ Green/Cycle: 0 . 33 0 . 33 0 . 33 0 . 33 0 . 33 0 . 33 0 . 57 0 . 57 0 .57 0 . 57 0 . 57 0 .57 Volume/Cap: 0 . 13 0 . 16 0 . 16 0 . 19 0 . 20 0 .20 0 . 15 0 . 50 0 .50 0 . 06 0 . 34 0 . 17 pp ------------ I --------------- --------------- --------------- --------------- IU Level Of Service Module : Delay/Veh: 9 . 0 9 .1 9 . 1 9 . 2 9 . 3 9 .3 4 . 0 5 .3 5 .3 3 . 8 4 . 6 4 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 9 . 0 9 .1 9 . 1 9 . 2 9 .3 9 . 3 4 . 0 5 . 3 5 . 3 3 . 8 4 . 6 4 . 0 Queue: 1 0 1 1 1 1 1 9 1 0 6 1 D ++xxxxxxxxx++++x+x++++xxxx++x+xxxxx+xxxxxx++x++xxxxxxxxxxx++xxxxxxxt++txxxx+tx++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach Q u MITIG8 Thu Jun 11, 1998 08 :43 :36 Page 1-1 --------------------------------------------------------------------------- ---- - Patton Station Year 2003 With Project AM Peak Hour I Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++xxxx+++x+xx++++xxx+++xxxx++xxxx+++xxxxxxxx+xxxx+++xxx+x++xxxx+++xxxxxxxx++xx++ Intersection 410 Palm Ave . (NS) / Highland Ave . (EW) ++++++xxxxxx+++xx++xxxx++++xxxx++xxxxxxx++xxxxxx++xxxx++x++x++++xxxx++++x+xxxx+x Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 .436 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 1 Optimal Cycle: 72 Level Of Service: C xxx+x+xxxxxxx++xxxx++xxxxx++xxxx+++xxxxxxx++++++xx++++xx+x+x+xx++xx++xxxx+xxxx++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------ � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0- � � - - � � - 1 0 1 1 0 1 0 2 0 1 ---------- --------------- � � -------------- ------------- ------------- - I Volume Module: Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj : 1 . 28 1 .28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 . 28 1 . 28 1 .28 Initial Bse : 92 140 56 49 155 155 106 289 124 47 372 46 Added Vol : 17 0 0 0 0 17 14 14 14 0 17 0 ' PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 109 140 56 49 155 172 120 303 138 47 389 46 User Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 .82 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 PHF Volume: 128 164 66 59 189 210 144 365 166 53 438 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 128 164 66 59 189 210 144 365 166 53 438 52 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 128 164 66 59 189 210 144 365 166 53 438 52 ---Saturation--------- I Flow Module: ---- --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .37 0 . 63 1 . 00 2 . 00 1. 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2475 1125 1700 3600 1800 ------------ I --------------- --------------- --------------- II --------------- I Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 09 0 . 04 0 . 03 0 . 10 0 . 12 0 . 08 0 . 15 0 . 15 0 . 03 0 . 12 0 . 03 Crit Moves : **** **** **** xxxx Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 Volume/Cap: 0 . 29 0 . 33 0 . 13 0 .25 0 . 38 0 .42 0 . 61 0 . 53 0 .53 0 . 22 0 .44 0 . 10 - ----------- I --------------- --------------- --------------- --------------- I I Level Of Service Module: Delay/Veh: 18 . 1 13 .5 12 . 6 18 . 0 13 . 7 13 . 9 22 . 0 14 . 7 14 . 7 17 . 9 14 . 0 12 . 5 User DelAdj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 18 . 1 13 . 5 12 . 6 18 . 0 13 . 7 13 . 9 22 . 0 14 .7 14 .7 17 . 9 14 . 0 12 .5 Queue : 2 3 1 1 3 3 3 6 3 1 7 1 xxxx++xx+++xxxx+x+++xxxxx+++xxxx+++xxxxxxxxxx+++++xxxx+++++xx+++xx++++++++x+x+++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jun 11, 1998 08 :41 :35 Page 1-1 1 -------------------------------------------------------------------------------- Patton Station Year 2003 With Project PM Peak Hour ----------------------------------------� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxx++++xxxxxxxx+++xxxxxxxx++++++++xxxxxxx+++++++x+x++++xx+xxxxxx++xx Intersection #10 Palm Ave . (NS) / Highland Ave. (EW) xxxxxxxxxxxx++x+++++xxxxx+++++xxxxxxx+++++++x+xxxxx++++++++++xx+++xxx++++xxxxxx� Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 581 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 3 Optimal Cycle: 72 Level Of Service: C xxxxxxxxx+x++++++xxxxxxxxxxxxx+x+++xxxxxxxxxx+xxxxxxxxx+++xx++++xxxxxxxx+x+xx+x� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --------- ------------, Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- Volume Module : Base Vol : 135 93 113 48 61 83 76 520 135 82 430 371 Growth Adj : 1 . 28 1 .28 1 .28 1 . 28 1 . 28 1 . 28 1 . 28 1 .28 1 . 28 1 .28 1 .28 1 . 28 Initial Bse: 173 119 145 61 78 106 97 666 173 105 550 47 Added Vol : 24 0 0 0 0 24 22 22 22 0 24 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 197 119 145 61 78 131 119 688 195 105 575 47 User Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 . 94 0 . 94 0 . 94 PHF Volume : 232 140 170 77 98 163 124 716 203 112 611 50 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 232 140 170 77 98 163 124 716 203 112 611 50 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 232 140 170 77 98 163 124 716 203 112 611 50 ------------ --------------- --------------- --------------- 11 --------------- i Saturation Flow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 t Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 56 0 .44 1 . 00 2 . 00 1 . 00 - Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2805 795 1700 3600 1800 ----------- --------------- --------------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 07 0 . 08 0 . 09 0 . 05 0 . 05 0 . 09 0 . 07 0 .26 0 .26 0 . 07 0 . 17 0 . 03 Crit Moves : **** xx+x xx+x x+++ Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 . 28 0 .28 0 . 14 0 . 28 0 . 28 0 . 14 0 .28 0 .28 Volume/Cap: 0 . 52 0 .28 0 .34 0 . 33 0 .20 0 .33 0 .53 0 . 92 0 . 92 0 .47 0 . 61 0 . 10 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 19 . 5 13 . 2 13 . 6 18 .4 12 . 8 13 .4 20 . 3 25 . 8 25 . 8 19 .6 15 .4 12 .5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 AdjDel/Veh: 19 . 5 13 . 2 13 . 6 18 .4 12 . 8 13 .4 20 . 3 25 . 8 25 . 8 19 .6 15 .4 12 .5 Queue: 4 2 3 1 2 3 2 17 6 2 11 1 xx++++++++xxxxxxxx++xx+++xxxx++++xxx++xxxx+xxx+xx++xxxxxx+++xxx+x+++++++xxx+++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach l ! 1 t 1 1 1 APPENDIX IINTERSECTION SIGHT DISTANCE 1 1 ! r r , - - 191111111111 1H lint (J1a.e M69 :. a V%V r KOTr9: 1) as is' at intersections (a) ti Within the limited buss area. as 10' at driveway Area of limited use shall be (Order special conditions determined geophyioally using lesser Ss. values say be appropriate distances given in approved by Traffic Engineer) the Rinimam Sight Distance 3) V e speed (MM) - 05th Table (4) . ' percentile i.e. , prevailing b Obstructions shall include, but speed or as determined by ( ) not be limited to, any signs or Traffic Engineer objects higher than 2.5' ' 3) S.D. = Kinimum sight Distance measured from pavement within the area of limited uw. 4) speed v Xinimum sight Example, block wells, utility (MR) Distance (feet) vents, and cabinets, sign street furniture*, stature 30 300 landscaping, *to. 35 350 ' 40 400 (c) Developer's Engineer atoll 45 450 evaluate and show sight lines 500 at proposed d intersections( 55 550 driveways, grading plans. I tentative tract maps and land- s) sL - Line of Sight acapinq plans where sight distance is gneationabls. 6) ///// • area of Limited Use (d) where existing sign, vegetation "Rotor to the City of San or objects constitute a *fight sernardino Traffic Engineerinq distance hasard, propert y owner Policy Paper for further detail. or occupant shall be notified/- required to meet minimum sight distance requirements within 15 days and maintain Sams there after. siGmT DISTANCE REQUIREMENTS AT CONTROLLED INTERSECTIONS AND DRIVEWAYS r r 1 i ! APPENDIX D i ! 1 1 1 1 ! L ; 1 i � 1 DAVE MATIAS PLANT& PEST CONSULTANT C.D.F.a PC.A.5891 AGRICULTURAL & ORNAMENTAL 1174 Bridgeport C.D.FA,P.C.o,31156 Corona, California 91720 =. (1-27 ST-CONT. t,1C.599x31 (909) 371-7446 �Aaop154 p 163 Arborist Report for California Golf Holding at Patton State Hospital San Bernardino The following Arborist report has been requested by William W. Ullman of California Golf Holding. Site inspection was conducted on April 17, 1998 by Dave Matias and Raul Ramirez of Trees Unlimited. The purpose of this report is to determine what trees may be suitable for relocation. There are many trees that have the potential to make fine specimens. More than 200 trees were inspected of which 142 are candidates for relocation. This inspection does not warranty these trees free of defects from hidden or non apparent conditions expressed or implied. The following conclusions are derived from visual inspection. ,. The area was broken down into four areas (see map). Area 1 starting at the entry on Highland going east to the fire station turning north to the wash. Area 2 west of the Landscape Building. Area 3 starts along the north fence line at an old abandoned water filtration plant going west to Victory then south along Victory to were the existing empty field ends. The final area 4 starts at the entry from Victory going east along this entry road to a concrete lined ditch then turning north for a short distance. No samples were taken to confirm or deny the presence of disease. Apparent disease problems were found only on the pear trees and is noted on the attached inventory pages. Insect problems were non existent on this date. Most of the species are generally pest free. 1 There are signs that some of these tree were being irrigated in the past. Some trees probably have not received irrigation for several years. The initial inventory was conducted several weeks prior to this date and those dormant trees at that time where counted. On this date it was much clearer which trees were dead. Most of the trees look good, likely with help from the heavy winter rains. There are quantities of like species that would be very difficult and expensive to assemble from other sources. These quantities of like species and the large mature state would be a valuable contribution to the future plans of this property. The recommendation to relocate certain species is based on the historical success of moving the species. Also taken into ' consideration is each specimens health, structural integrity and apparent defects. There is no guarantee when moving large specimens like this however with proper care will add a valuable resource to the future use of site. The following inventory includes tree height, canopy width, diameter breast height in inches (dbh), overall health, liability potential, relocation potential, normal maintenance, and comments. When multiple trunks occur they are note by number of trunks by diameter of the largest, ex. 2tr x 12". LB Multi indicates low branch multi trunked tree. O m d c i T m a a o m N N m a s m a a E d m m E O d d m_ c c E L OI D7- Z 21= L L L p daE E 2 ° $rna, m o. $ d > mm a c c rn m m m m m m p y j j L L L m = 0 C C C C C C C C C d a a U � C C c C C C C C C J J J J J J J J J E an � va -NO � mmmo��° � N cav � NEaEa �� v � v � f aEv � o m0 0 m pO d m = = = - O m po `� mm m 0m aim adi mmymwm mom mm U E cc C 6 C C 3 3 3 3 m J O.n C C J c J c J C J J C J C J J c J C J m O) O] Ol O) ? C C C C C C J J J J J = p U C c m d C m - - m m m m m _p c N _O c N O c N =dwy w N N U N j j j j j = C ° v a n 0 ° n n C a d d d d d L O O L L L L 0 0 0 m N U U N N N N N N N J - d d d a N N m m m d c r " E c c c c n n n m 2 N IN m m m m m d m U O T T T O O O O O O O T a d m O T m m d m m m m m m m m m m m m m m m m d m m m NT E E E C C C C C C C E E E T T C E T T T T T T T T T T T T T T T T T T T T T T T Y d m C C C C .2 C C C C C C C C C C C C a C C C C C C c C C C C C C C C C C C C c C C C O O O O N O O O O O O O O O p O O T O 0 0 0 0 0 0 0 0 0 0 0 0 p O p 0 0 0 0 0 0 0 m C C C C C C C G C C C C C C C C E C c C C C C C C C C C C C C C C C C C C C C C 1 - a L 0) 01 0) 0 1 0 1 0 1 O O �a "� 49 OI O� Ol Ol OI O O W OI OI m O1 OI O1 O OI OI I. D NMNNOO �GO OD C] mm 0 XM � N � � NN X % (O XN % Q X Xm Xf7 X O XO XQ X N � r O U MM N � - - - N - - - - NN N - - - O - -- W - NNNOD O - W - - - - - - Z W w W t J O a O a O 2 W N E E m m m m m m m m m m ~ ma E E E m J E�, m c c c c c c c c c U) c c E m n n 'n "n 'a "n 'a "n z 3 m > > ? 2 2 2 > > $m a a m d m m a m a m a d m a m a d m m a m a d _ m `w A `m ... : � ma > > > m _ d = m > > m > d _ m _ d_ m _ a o � rnQ L)00- _ _ J J J U U LL LL n a U U U U U LL U Q Q O O O O Q O Q O Q O O Q O Q O U O Q O Q O d Q O ` N t7 ' i0 tD 1� m Ol O � Nl7Q LO (D l� CO O) O Nl") yy N (D Ism OHO �"- – - - - - i J a ud 3 3 3 c m m m C C C 1 Of OI 01 0• OI Of 9 D7 01 01 C 0) 0) 01 C C Of O1 N T T T C C C C C C C C C C C C C C C C G C NC "C "CC "C "C_ "C "C "CCCC o o O E J J J J N N J N J J N J N J N N N N N N N N N N N N N o n n a a a a a a a a a a a a a a a a a o m d m pE d d d Bi m �i d m m m m m m d m m m m = m m d U m m m m C C mJ C �J �J C �J c m C c c c c c c C c C c c c N N N N N N N N '0 n n E E E E E E E E N N N N N N N N N N N N N N N N N N N N N N N N o N N N N N N N N N N N N o O O O m m m m m m m m m m m m m m m m m m m m m m m m c m m m m m m m m m m m m C C C c T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T d C c C C C C C C C c C c c c c c C c C C C c C C C C C c c C c C c C c C c c N N N a o 0 0 0 0 0 0 0 C 0 0 C C 0 C 0 C 0 0 C 0 C C C C C 0 C C C C C C C C C C o m m m d C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C T T T 8 O O O O O 0 0 0 0 t 8 O00OOO000OOO O0000 OOO8 O O 1 8 00 1 8 O 0 1«m v m �. C i0 w w w Q Q M G� i0 L M X r X X X N M X O X Q X O X N X N O O ' m " Q N O N N N N N MN N X N 1 v r r « « ` a Q N N l ED M Q L a M �- rN — •- « - - « « m N — N « — N — rN OmN NMNNMNNN � � � .-- Z 3 W W L O Q) Q 0 1 U Q♦ 0 0 (O N N N N O O N O J O N 0 1 n l n a) O O Y I r N 0 0 0 0 0 ,0 0 0 0 0 W 0 F- F c J 4 Q U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N N O U O C LU n d U m m m c m m c c c c c 'a c c c c c c c c c c c c c c c c c c c c c c (nom .n m 'a'a 'b d 'a 'n "n n a'n a'S a ami "n-n a'n'n'n'n'a"n Ammd � Z mEEmEmcmEmEmE � ESE cE �� EEEEEEEEEE � m `m m c ' = 0an= = nm0Q - o0 aamm mdm � ° dddadadama ani m m m 000 F 000 .voaaowoao = oo o ¢ o4 ¢ ooa (L (2. F d � NMQ union mrno o .- NM p ,n to rmrno � NM a} ,n corm m o � N MQ ,O � rd� aro Q QQQ QQ Q QQ i0 i0 ,O NN Q N N N Kl N tp tp O (0 V OONtp t0 rrr rrr rr r raD 1. Y a m d m m ar m y d a d m m J m _ Y a U m m m m m m m m m m N m e m C C C C C C C C C C C O t C J J J J J J J O C J J J ` O C J J m c j m D > a N 0 0 0 0 0 0 0 o o m n E � a a m m m o E @ = " " v L " � n n a m a a a'. N J p.> > a._ J N J > > a N -6 @ @ @ @ @@ m 2 �' @@ E E 2 E m a a m E m m m m m m m Bi m m m m m m m m -_ m O L t L L L L L m m L m m L L L m m t m Cf 1 M L L m (T 1 L U U U U U U U U C J U J J E U U U J C U J J J U U C J 3 U C a N @ l6 @ to (a U N N N N N N 1 o a ° °m a a a. war C @ @@ m m m m @ N N la N N N m m m m m m m m a m m a a a a m a m woo 'S w o w E 3 � ami E E E E E E E E = - = E= - 5 3 = .� - = = 3 E E w - __ _ = 3 3 E 3 c E w O O O O O O O N N N O N N N N N N N N N N N O O N N N N N N N N N N N O N N O O O m O 0 C C C 0 C O O T T C C O C C C C C 0 C T C C T UU pp w w w @ w w m 0 0 0 0 0 0 0 0 0 0 0 0 0 ,2 _ m 0 0 0 0 0 0 0 0 0 w O O m 2 0 0 0 N 0 0 L " Mao Or Or m M M M M Or Or Or "' Or O� M Or M M MM M M M Ot Ora Or Ob l0 O 1 L Q KQQ Q KQ % 0Q x KNQN ` 0 ` X �O O 0 . r ti .L—m O a J t D t O O N N m N O O 0 0 N i O m OJ 3 Z W z Z c > L r0 h rom 00 t0O N N aD0 iON N COQ Q OaDOQ N i0OO ¢>O aJ OOJN i0ON " (O E — w E f 0 W t F- C J 4 Q U NNNQ Q MMMMOO � O � � � OmmmO mOn n nnOO nnM n <'rnM MnrrOO O a - 0 0 x LLB `m m a g `�r `m H s m a s n Q m mm �' E m `m E m �- mm 5 m Cm @ @ Z Z m m c m m aE !� E a '- a - $mm m c c c m a N m m mw ' @im m mm >m > OO 2 ON Oaaaaaaa O m N a mN m m N ' ' = o m = o mm - m - @Z `O m m QN = m - QL aaa a a a- 0- C) 0- �@ 0 C) 0n05 U � UaaO � o 101Oa000aUOaas .. Q O � NC1 i0O nm010@i O W N f7Q N (D � a7m O a a� MWwwmmmmam a Mao - - - - - - - i J � � T C > > J p e @ m � C C n d L O d C O N N C C N N C m O C N @ C 7@ W C d d m m C d d 7 O'er N N j M O M m M N a C @@ m C C C C C O d 0 C N J J J J J J E n J d J n N m J J J J J > n J N J N m m J m N O U L U J C J U C C E m m m m m L U J C m d d d d O` C C C J C n OI C O O O O O O d 0 O N8 ` N8 p Np p wp d V U U T5 'O m m m m -- 3 -- m .- m 8 - _d m - mmmm m m m . C r -- -- V N m N N N N N N t/1 N M N N N N N N N N N N N m N N N 0 0 0 0 0 O O O O O O O O O p C C C C C m C m d C m C m C m m m m m d m C m d m m d m m m d m d m C m m C C C d B m 3 c c C 3 c 3 c 3 c c c 3 c c c m c c C c c c c c c 3 c c c 3 c c c c B d p o 0 0 0 0 0 0 0 0 0 0 0 0 0 o m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m T C C O - C - C - C C C - C C C T C C C C C C C C C - C C C - C C C C -L 0 mo o o po' ' rn To 000 _ n m X rnrnrn� ornrnrnrnmo gggpx rn L X mx O � � XO � OXXXXO % QOXO ' XO - - 100 XfpN ' ^ OQQQ .■R11 U M N m m m N N } Z 3 W w E E E �L O p O O O N m � N E � � � N� E N Q N [7 N � •- N m N � N [�"J N� � Q N N N N m [7 N � f 7 t 7 t 7 W L m an d d d H c J tzQ m m n �� m � mm mmmm � n � mm N � � � nm � mMC� c� n � mmMm � � � m �n c� o a - 0 O 2 LLJ H d Q ca.mm_Cm_Cm -6 _ _ C a E c N m sa aa E a s Jm E m m d Z >O v oQ @u 0 m O d @ 0000 � o — @ m _ in a 0 U ¢ OF F- - - - - - - - - - - - - - - - - - - -- - - - - - - 1 r C a 0 r N O m � N C c -- -- n 0 E 0 tt] m m a m O O m m m� OI Ot c m c ml Oi Or OI Df m m Or Or Or Or Or m _ _ _ _ _ _ c C C c C C C C c c c c C C C C C C C C 1 c m m m b 6 C C C C C C C C C C C C C C C C C C C C gg. SgSg nanaaaanann anaananna m N N N N N N m m m m m m m m m m m m m m m m m m m m m m m m m c c c c c c c c c c > c c c c c c c c c 3 = _ - - 0+ 0 c c c c c c c c c c c c c c c c c c c c 2 _ = = o o - - - = = 0 0 E w � .� .' .� - - - — m m m m m m m m m m m m m m m m m m m m d m o O O O O O N N N N N N N N m N N N N N N N N N N N N N N m N N N N N N o N c c c c c c 0 T TTTTT TC T >. TTTTT >. >. T >. TTTc 0 w �. E >. T C T r m 00000000 00000 0000000000 000000000 00 00 0 0 C C C C C C C C C — — C C C C C — _ C C C C C C C C C C C c c c c c c c c c Y m or mrrnrnrnrnrnrnrnrnrnorrnrn3 mmmmmmmmmrnor or 0> o.m orrnrnorrn 0rrnnmr L a C (O m w (V X X` N � W �2 X Q (D (O N vrQ urQ N (DN N OMCpN (D t0 X O } O 0 0 0 0 m Z 3 W Z w t 0 0 0 0 0 0 N O 0 0 OJ N 0 0 0 (D N ^ ^ N O O O N Q N Q N Q N Q O N N N N W t ~ c J o Q � m � n � n � n � � n rrm �+r <+r rr m <nMQQQQQQQQQQ V QQ Q QQQ QQ QQ � o a - CO I O w ao rno rnrn C C -6 iC C m 22 m m m m m m m m m m m m m m m m m m n C C a C C C (n m m m m m m@ ' ' ccccc e Z' Z' Z' > > E E E E E E E E E E E E E E E E E E E E E v o mmmmm °' mmmmmmmmm m0 a00000 " mmm n n a an c c r m m m m m m m m m 0 m m m m m m m m m m m v m c c ccc � aUODUaUUUffUUUUUUUUUUUUUUUUUUUUU _ H Qa _ - - - - - � � mmmmmm - - mmmmm - - � 1 1 l 1 1 � ' N T J 1 m � m U O E N m � E T C N a � p U O O N C O O N m __ U U c n d .d m "p .� m m m Q E d o w n w m o Odom `-' � cE $d� cRJm En � Qm = Z' N mm i 8,2 m t a c' $ y d u v cc m D E , 510ia 1� N N « N N U 75 N 'O U 0 .9 J ? A m U m m U @ _ rn m W m 0 0 L _D- d U) 0M C) JU aLLUOLL AQ. n a. C) m m C C_ n g p o rn x u d $ n a E 8m :N c z y'm d T c 0 N > > m m N v N' a ` cm 0. N m j V O A C � mm " mgo=mmr wpmmoZowo m a 3 m U U U U U U 0 w u x x 5 n = E O O a a Low I _ � I � i � i � I�1 � �� �� L � a � �,� iti � � Z I � � � °° � !� �, � N �., ��� � � w Q � � � � � $ e � z ,� � � � � ��Pni3 i� o � �� s � � ��°,��� 1 1. li 1. APPENDIX E t i 1 1 i. i Arborist Report FOOTHILL GOLF CENTER COMPLEX I � Property of California Golf Holdings, a California Corporation P.O. Box 1492 San Bernardino, CA 92402 California Certified Arborist Report Foothill Golf Center Complex City of San Bernardino Department of Parks, Recreation and Community Services Prepared by Mark D. Cobb I. S. A. Certificate No. 453 Elite Landscape 291 B South Sierra Way ' San Bernardino, CA 92408 November 14, 1997 ' i , 1 Table of Contents Introduction 1 ' Scope Of Project 2 Current And Future Liability Problems 3 Composit Tree Condition Score 5 ■ Tree Condition List 6 Recomended Maintenence and Protection Guidelines 16 Disclaimer 17 ' Arborist Qualifications 18 Appendix 19 I. S. A. Pruning Standards A-1 I. S.A. Bracing, Cabling And Guying Standards B-1 I. S. A. Fertilization Standards C-1 Tree Condition Survey and Pest Damage Codes D-1 ' Pest Condition Rating Scale E-1 I. S.A. Transplanting Recomendations F-I Site Map G-1 I t I I � i ' 1 1 Introd This report has been prepared for the California Golf Holdings, a !' California Corporation, proprietors of Foothill Golf Center Project. This project is located on approximately 35 acres bordered by Highland Avenue on the north, State Highway 30 on the South and Central ' Avenue on the east. The center will include an 18 hole bent grass Putting Course, a Practice Area and full size 70 station multi-level Driving Range for use by its students and the general public. Facilities will also include a Pro Shop, a Sports Bar with meeting facilities. There is also an approximate 200 room hotel location planned as well. The ' golf course, driving range and related facilities will occupy approximately 15 acres. The hotel, commercial buildings and parking will occupy approximately 20 acres. There are one hundred and sixty two trees with DBH of three inches or greater, currently located on the property, that will be effected by the proposed development. A wide variety of species of trees exist on this ' I site. Some of these trees were planted as part of the landscape, but many of the trees are growing natural. The site has not been used or maintained for a long period of time. Little or not tree work has been performed on these trees. Therefore, many of the trees have developed: poor structures and have suffered storm, insect and disease ' damage. Many of the trees have been damaged by vandalism. The current condition of the trees on this site range from healthy to dead. There are several large eucalyptus, elm, sycamore, cedar, ash and !. pepper trees that can be saved in place if the construction on the site will allow for it. Due to the nature of the construction, it may not be possible to leave any of the trees in place. If these trees can not be left in place they should be removed. The palm trees are the only trees we are definitely recommending to be transplanted. The remaining trees should be removed due to-various structural hazards, disease or j damage conditions, design conflicts and/or future liability potential. There is a great deal of vegetation growing on this site. This report only ' covered what appeared to be legitimate trees with a reasonable sized DBH. Any vegetation not cataloged in this report should be considered as insignificant and should be removed. I � I ' Page 1 Scope of The proposed project is a proposal to completely redevelop the , approximate 35 acres into a golf center complex. This proposed project is located on Highland Avenue in the City of San Bernardino, California. It has one quarter mile frontage on State Highway#30 Freeway which ' will eventually be continuation of the#210 foothill Freeway from Los Angeles, and one quarter mile frontage on Highland Avenue, which is a major east-west artery. ' Approximately 25.5 acres of the property will be leased from the State of California. An additional 9.54 acres will be leased from the East Valley ' Water district. The center will include an 18 hole bent grass Putting Course, a Practice ' Area and full size 70 station multi-level Driving Range for use by its students and the general public. Facilities will also include a Pro Shop, a Sports Bar with meeting facilities similar in design to the Charlie ' Brown concept. The Center will also require approximately 50 hotel rooms on a regular basis for students while attending the proposed Palmer Golf School. A 200 room hotel location is proposed on a portion ' of the 25.5 acre site. The site is highly visible from the#30 Freeway, and slopes gently from northeast to southwest. It has numerous drainage facilities which bisect ' the site which will be rerouted or put underground to facilitate the planned development. The Putting Course will be located on the ' northern portion of the property adjacent to Highland Avenue, and will have the Sports Bar, Starters office and equipment storage located on its southern edge. The Driving Range will be located further to the south and will have a double deck design with a colorful canopy roof design, with the top deck floor being level with the parking area and the Sports Bar, and the lower deck cut into the slope below at ground level for the range. It will be night lighted and highly screened for ball control. The proposed hotel location will be in the southwest quadrant of the L ' shaped 25.5 acre parcel. This site has the least potential for any environmental hazards, and is the most visible from all points of the freeway traffic line of vision. The hotel proposed is an approximate 200 ' room suite design with eating facilities, swimming pool and medium meeting room capacity to handle the golf training classes and possible other needs of the AYSO soccer organization. i Page 2 ' I On the 9.54 acre portion of this project will be a commercial center to ' include major fast food restaurants, a virtual reality center, an upscale type restaurant and other retail and family entertainment uses such as the new Club Disney concept for family fun. The existing parking facility ' on the site will continue to be used at the outset of development. The property is a surplus parcel that has been used by Patton State ' Hospital for over 100 years. The site has numerous old structures and equipment still on-site that are possible environmentally tainted, and elements such as asbestos in the old buildings will be removed by the ' developer as a consideration in the lease payment structure. Most of the site will be graded over in the golf range design and left intact under the soil which is an accepted remedial process now widely accepted ' nationwide. It has been reported that the site has been environmentally cleared of ' all prior soil contamination by the current owner, and there is a monitoring well on the property that must be maintained. ' Trees which are currently on the property are located throughout the project. Each tree was individually measured and checked for insect/disease/damage complexes. Tree numbers in this report ' correspond to tree numbers plotted on the site plan contained in the appendix. Recommendations ' As previously stated there is a great deal of vegetation growing on this site. some of this vegitation was planted as part of the landscape or gardens when the property was in active use. However, much of the vegitation is naturally growing. This report only covered what appeared ' to be legitimate trees with a reasonable sized DBH. Any vegetation not cataloged in this report should be considered as insignificant and should be removed. The twenty various palm trees on the property, tree numbers 21, 22, 23, i 24, 26, 27, 28, 29, 34, 36, 37, 38, 42, 44, 45, 46, 57, 76, 80 and 93 ' appear to be healthy and should be saved in place if possible. If these trees can not be saved in place, they should be transplanted to another ' Page 3 I location on the property. Most of these trees are mature and range in ! height from two feet to forty five feet. The large Deadar Cedar tree, number 19, located in the open field ! north of the existing employee parking lot, appears to be a healthy tree. It is in excellent condition. If possible, the tree should be pruned and ! saved in place. If the tree can not be saved in place, it is much too large to attempt to move and should be removed. The large specimen eucalyptus trees, numbers 58, 60, 61, 108, 138, ! 139, 141, 142, 154 and 161 should be pruned and saved in place, if possible. All of these trees are nice specimens. These trees are ! entirely too large to attempt to transplant. If the plans for the site will not allow these trees to remain in place, they should be removed. The Chinese Elm, number 5, and the Ash tree, number 25, located ! along Highland Avenue, should be pruned and saved in place, if possible. If these trees can not be saved in place they should be ! removed. There are seven other trees that would be worth saving if possible. ! These are trees 7, 15, 30, 35, 54, 55 and 113. If possible, these trees should be saved in place. These tress are too large to attempt to transplant. If these trees can not be left in place, they should be ! removed. The remaining trees on the site, tree numbers 1, 2, 3, 4, 6, 8, 9, 10, 11, 12, 13, 14, 16, 17, 18, 20, 31, 32, 33, 39, 40, 41, 43, 47, 48, 49, 50, 51, ! 52, 53, 56, 59, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 77, 78, 79, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 94, 95, 96, 97, 98, ! 99, 100, 101, 102, 103, 104, 105, 106, 107, 109, 110, 111, 112, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 140, 143, 144, 145, 146, ! 147, 148, 149, 150, 151, 152, 153, 155, 156, 157, 158, 159, 160 and 162 have been recommended for removal. All of these trees exhibit various structural hazards, disease or damage conditions, design ! l conflicts and/or future liability potential. It is of critical importance that any eucalyptus trees, to remain on site, be ! pruned prior to construction, to remove potential hazards of personal and/or property damage. This species is prone to limb breakage, especially during high Santa Ana winds and can reach heights of eighty ! feet, with a crown spread of sixty feet. It is also recommended that these trees be pruned every two years to maintain an open condition to ! Page 4 ' ' allow wind to flow through the tree crown. All necessary pruning should be in accordance with the attached I. S. A. Pruning Standards. . All trees to be saved in place need to be protected during the construction phase. Maintenance and protection guidelines are ' provided in this report. Where a recommendation has been made to remove or transplant' ' trees, it would be more prudent to remove the trees rather than to attempt transplanting them. Trees of this size and age are difficult and very expensive to transplant. Survival is also tenuous. ' The trees that have been recommended to be transplanted, should only be transplanted by a reliable tree service, skilled in transplanting large ' trees. Extreme care must be taken to prevent severe root damage which could reduce survivability potential. The trees should be properly pruned during the dormant season prior to transplanting (see attached I. ' S. A. Standards). r E. ' . 0 - 2 Retain tree in place if possible or transplant. 3 - 5 Tree could remain in place or possibly be transplanted if pest condition can be corrected. 5+ Remove tree because of current damage or future liability ' of failure or death. I , ' Page 5 Condition Tree fl ' Diameter Tree Breast Crown Condition No. Species Height Height Width Socre Remarks 1. Modesto Ash(Fra)dnus Modesto) 16" 18' 25' S Dying Diseased ' REMOVE 2. Apricot-(Prunus) 8" IT 25' S Dead Branches,Diseased,, REMOVE 3. Peach-(Prunus persica) 3"(MT) 10' 15 5 Dead Branches,Diseased,, REMOVE 4. Peach-(Prunus persica) 3"(MT) 10' 15' S Dead Branches,Diseased,, ' REMOVE S. Chinese Elm-(Ulmus parvifolia) 27" 30' 60' 2 Prune,Protect, , PROTECT,SAVE IN PLACE OR REMOVE 6. Lemon- (Citrus) 11" 15' 26 3 Dead Branches,Poor Structure, ' REMOVE 7. Pecan-(Carya illinoinensis) 10" 25' 35' 2 Healthy,Needs Pruning SAVE IN PLACE OR REMOVE 8. Mulberry-(Morus albs) 7"(MT) 28' 35' 4 Poor Structure,Dead Branches, t Trunk Damage REMOVE 9. Chinese Elm-(Ulmus parvifolia) 7"(MT) 28' 35' 4 Poor Structure,Dead Branches, , Trunk Damage REMOVE 10. Glossy Privet-(Ligustrum lucidum) 3"(MT) 20' 15' 3 Poor Structure,Dead Branches, , Trunk Damage REMOVE 11. Mulberry-(Morus albs) 8"(MT) 25' 15' 4 Poor Structure,Dead Branches. ' Trunk Damage REMOVE 12. Glossy Privet-(Ligustrum lucidum) 7" 27 15' S Poor Structure,Dead Branches, ' Trunk Damage REMOVE 13. Glossy Privet-(Ligustrum lucidum) 8" 20' 15 5 Poor Structure,Dead Branches, ' Trunk Damage REMOVE 14. Lemon Bottlebrush-(Callistemon citrinus) 4"MT 17 15' S Drought Stress,Dead Branches ' REMOVE 15. Crape Myrtle-(Lagerstroemia Indies) 9" IF 2Y 3 Embedded Tree Stake, Drought Stress,Dead Branches, Prune, ' Protect, SAVE IN PLACE OR REMOVE • DBH = Diameter Breast Height, 4.5 feet above ground level ' •MT= Multi-Trunk (TH) = Trunk Height Page 6 ' Diameter Tree Breast Crown Condition No. Species Height Height Width Score Remarks ' 16. Glossy Privet-(Ligushum lucidum) 12" 23' 25 3 Poor Structure,Dead Branches, Trunk Damage REMOVE I ' 17. Br¢bane Box-(Tristania conferta) 8' 18' 25 3 Poor Structure,Dead Branches, Trunk Damage REMOVE ' 18. Crape Myrtle-(Lagerstroemla Indica) 9" 15 12' 4 Heart Rot,Insect Damage, Drought Stress REMOVE ' 19. Deader Dedar-(Cedrus deodara) 22" 65 55 1 Healthy SAVE IN PLACE OR REMOVE ' 20. Loquat-(Eriobotrya japonica) 1o" 13' 15 1 Dead Branches, Trunk Damage REMOVE 21. California Fan Palm-(Washingtonia filifera) 27- 25(TH) 15 2 Prune,Protect, SAVE IN PLACE OR TRANSPLANT 22. California Fan Palm-(Washingtonia filifera) 27' 25(TH) 15 2 Prune,Protect, SAVE IN PLACE OR ' TRANSPLANT 23. California Fan Palm-(Washingtonia filifera) 27' 25(TH) 15 2 Prune,Protect, SAVE IN PLACE OR ' TRANSPLANT 24. California Fan Palm-(Washingtonia filifera) 27" 30'(TH) 15 2 Prune,Protect, SAVE IN PLACE OR ' TRANSPLANT 25. Shamel Ash(Fraxinus uhdei) 18" 25' 25' 3 Poor Structure,Prune,Protect, SAVE IN PLACE OR ' REMOVE 26. Canary Island Date Palm 10' 3'(TH) 15 1 Trim Off Dead Fronds,Protect, (Phoenix Canariensis) SAVE IN PLACE OR ' TRANSPLANT 27. California Fan Palm-(Washingtonia filifera) 23" 13'(TH) 17 2 Prune,Protect, SAVE IN PLACE OR TRANSPLANT ' 28. California Fan Palm-(Washingtonia filifera) 18" 1U(TH) 15' 2 Prune,Protect, SAVE IN PLACE OR TRANSPLANT ' 29. California Fan Palm-(Washingtonia filifera) 12' 7(TH) 10' 2 Prune,Protect, SAVE IN PLACE OR TRANSPLANT 'DBH = Diameter Breast Height, 4.5 feet above ground level 'MT= Multi-Trunk (TH) =Trunk Height ; ' Page 7 Diameter ' Tree Breast Crown Condition No. Species Height Height Width Score Remarks ' 30. Shamel Ash(Fnodnus uhdei) S'(MT) 20' 30' 2 Healthy , SAVE IN PLACE OR REMOVE 31. Modesto Ash(Fra)dnus Modesto) 7-(MT) 15' 26 3 Poor Structure,Trunk Damage , REMOVE 32. Shame!Ash(Fratdnus uhdei) 7' 25' 15 2 Poor Structure REMOVE ' 33. Willow-(Salter) 6" 30' 30' 2 Poor Structure REMOVE 34. Mewcan Fan Palm-(Washingtonia rubusta) 12"(MT) V(TH) 15' 2 Healthy, Prune Off Dead Fronds, ' SAVE IN PLACE OR TRANSPLANT 35. Shamel Ash(Fradnus uhdei) 13" 20' 30' 2 Healthy , SAVE IN PLACE OR REMOVE 36. Canary Island Date Palm 24" 3'(TH) 25' 2 Trim ON Dead Fronds, ' (Phoenix Canariensis) SAVE IN PLACE OR TRANSPLANT 37. Me>acan Fan Palm-(Washingtonia rubusta) 17 2D'(TH) 17 2 Healthy,Prune Off Dead Fronds, ' SAVE IN PLACE OR TRANSPLANT 38. Canary Island Date Palm 24" IT(TH) 25' 2 Healthy,Prune OR Dead Fronds, SAVE IN PLACE OR TRANSPLANT 39. Modesto Ash(Fra)dnus Modesto) 8"(MT) 15' 30' S Dying,Dead Branches ' REMOVE 40. Modesto Ash(Fra)dnus Modesto) 8"(MT) 18' 35 5 Dying,Dead Branches REMOVE ' 41. Shamel Ash(Fre)dnus uhdei) 18" 35' 45' 3 Trunk 8 Insect Damage REMOVE 42. Canary Island Date Palm 34" 1l7(TH) 25' 2 Healthy,Prune Off Dead Fronds, ' SAVE IN PLACE OR TRANSPLANT 43. Shamel Ash(Fra)dnus uhdei) 5" 18' 15' 3 Trunk Damage ' REMOVE 44. Canary Island Date Palm 30" V(TH) 25' 2 Healthy,Prune Off Dead Fronds, SAVE IN PLACE OR ' TRANSPLANT 45. Canary Island Date Palm 34" 15(TH) 30' 3 Healthy,Prune Off Dead Fronds, SAVE IN PLACE OR , TRANSPLANT •DBH = Diameter Breast Height, 4.5 feet above ground level •MT= Multi-Trunk (rH) =Trunk Height Page 8 ' Diameter Tree Breast Crown Condition ' No. Species Height Height Width Score Remarks ' 46. Canary Island Date Palm 22" 30'(TH) 25 2 Healthy,Prune On Dead Fronds, SAVE IN PLACE OR TRANSPLANT ' 47. Modesto Ash(Fra)dnus Modesto) 8"(MT) 16 17 5 Dying,Dead Branches REMOVE 48. Modesto Ash(Fratdnus Modesto) 8"(MT) 20 17 5 Dying, Dead Branches REMOVE 49. Chinese Elm-(Ulmus parvifolia) 3"(NIT) 10' 30' 2 Poor Structure,Dead Branches, Trunk Damage REMOVE 50. Shamel Ash(Fra)dnus uhdei) 6"(MT) 13 36 2 Pow Location REMOVE 51. Shame!Ash(Fra)dnus uhdei) 10" 26 30' 3 Poor Structure,Poor Location REMOVE ' 52. Shame!Ash(Fra)dnus uhdei) 8" 25' 30' 3 Poor Structure,Poor Location REMOVE 53. Modesto Ash(Fraodnus Modesto) 8"(MT) 15 20' 4 Dying,Dead Branches REMOVE ' 54. Sycamore-(Platanus) 19" 30' 30' 3 Prune,Protect, SAVE IN PLACE OR REMOVE 55. Sycamore-(Platanus) 19" 30' 40' 3 Prune,Protect, SAVE IN PLACE OR REMOVE ' 56. Shame!Ash(Framnus uhdei) 5"MT 25' 25' 3 Poor Structure,Poor Location REMOVE ' 57. California Fan Palm-(Washingtonia filifera) 30"(MT) 25'(TH) 15' 2 Prune,Protect, SAVE IN PLACE OR TRANSPLANT ' 58. Blue Gum Eucalyptus 60" 70' 55' 2 Prune,Protect, (Eucalyptus globulus) SAVE IN PLACE OR REMOVE 59. California Pepper-(Schinus molle) 6"(MT) 18' 15' 3 Poor Structure REMOVE 60. Blue Gum Eucalyptus 55" 60' 55' 3 Remove Ivy,Prune,Protect, (Eucalyptus globulus) SAVE IN PLACE OR REMOVE 61. Blue Gum Eucalyptus 50" 60' S0' 3 Prune,Protect, (Eucalyptus globulus) SAVE IN PLACE ' OR REMOVE DBH = Diameter Breast Height, 4.5 feet above ground level MT= Multi-Trunk (TH) = Trunk Height ' Page 9 Diameter ' Tree Breast Crown Condition No. Species Heigh Heigh Width Score Remarks , 62. Goldenrain Tree(Kuelreuterla paniculata) 6'(MT) 20' 35 3 Poor Structure,Trunk Damage ' REMOVE 63. Goldenrain Tree(Koelmuteria paniculata) 4"(MT) 20' 35 3 Poor Structure,Trunk Damage REMOVE ' 64. Goldenrain Tree(Koelreuteria paniculata) 6"(MT) 23' 20' 3 Poor Structure,Trunk Damage REMOVE 65. Modesto Ash(Frardnus Modesto) 7"(MT) 15 30' 3 Dead Branches,Drought Stress REMOVE 66. Siberian Elm Tree-(Ulmus pumila) 24" 317 317 5 Dead Branches,Drought Stress ' REMOVE 67. Modesto Ash(Fra)dnus Modesto) 4"(MT) 15 30' 4 Dead Branches,Drought Stress REMOVE ' 68. Black Locust-(Robin pseudoacacia) 4"(MT) 30' 30' 3 Poor Structure REMOVE 69. Black Locust-(Robin pseudoacacia) 4"(MT) 3(r 30' 3 Poor Structure ' REMOVE 70. Modesto Ash(Fra)dnus Modesto) 7"(MT) 2(Y 25 4 Dead Branches,Drought Stress REMOVE ' 71. Modesto Ash(Fra)dnus Modesto) 16" 40' 25 3 Dead Branches,Drought Stress REMOVE 72. Siberian Elm Tree-(Ulmus pumila) S 15 18' 3 Dead Branches,Leaning ' REMOVE 73. Sycamore-(Platanus) 4"(MT) 25 25 3 Poor Structure ' REMOVE 74. Black Locust-(Robin pseudoacacia) 11" 30' 30' 3 Poor Structure REMOVE ' 75. Siberian Elm Tree-(Ulmus pumila) 6-(MT) 25 25' 2 Needs Pruning,Poor Location REMOVE 76. California Fan Palm-(Washingtonia filifera) 33" 45'(TH) 15 2 Prune,Protect, ' SAVE IN PLACE OR TRANSPLANT 77. Cocculus -(Cocculus laurifolius) _ 9"(MT) 25' 30' S Poor Structure REMOVE 78. Modesto Ash(Fra)dnus Modesto) 9"(MT) 22' 2(Y 4 Dead Branches,Poor Structure ' REMOVE 79. Modesto Ash(Fra)inus Modesto) 6"(MT) 17 15 5 Dead Branches,Poor Structure REMOVE • DBH = Diameter Breast Height, 4.5 feet above ground level •MT= Multi-Trunk (i'H) = Trunk Height Page 10 ' 1 Diameter Tree Breast Crown Condition ' No. Species Height Height Width Some Remarks 60.Pagel l California Fan Palm-(Washingtonia filifera) W 10'(TH) 12' 2 Prune,Protect, SAVE IN PLACE OR TRANSPLANT 81. Mulberry-(Morus albs) 14-(MT) 25 25 4 Poor Structure,Dead Branches, Trunk Damage REMOVE ' 82. Modesto Ash(Fra)dnus Modesto) 5-(MT) 25 20' 4 lead Branches,Poor Structure REMOVE ' 83. Modesto Ash(Fra)dnus Modesto) 5"(MT) 20' 2d 4 Dead Branches,Poor Structure REMOVE 84. Modesto Ash(Fra)dnus Modesto) 9-(MT) 25 35 3 Dead Branches,Poor Structure REMOVE ' 85. Modesto Ash(Fra)dnus Modesto) 11-(MT) 25 25 4 Dead Branches,Poor Structure REMOVE 86. Modesto Ash(Fra)dnus Modesto) 4-(MT) 20' 20' 3 Dead Branches,Poor Structure REMOVE 87. Modesto Ash(Fraxinus Modesto) 7-(MT) 25 25 4 Dead Branches,Poor Structure ' REMOVE 88. Modesto Ash(Fraxinus Modesto) 6-(MT) 25 25 4 Dead Branches,Poor Structure REMOVE 89. Modesto Ash(Fra)dnus Modesto) 10"(MT) 30' 35 4 Dead Branches,Poor Structure REMOVE ' 90. Modesto Ash(Fra)dnus Modesto) 12"(MT) W 30' 4 Dead Branches,Poor Structure REMOVE 91. Mulberry-(Mores albs) 6-(MT) 25 30' 3 Poor Structure,Dead Branches, Trunk Damage ' REMOVE 92. Mulberry-(Morus alba) 8"(MT) 25' 30' 3 Poor Structure,Dead Branches, Trunk Damage ' REMOVE 93. Canary Island Date Palm 30" 15'(TH) 30' 2 Trim Off Dead Fronds, (Phoenb(Canariensis) SAVE IN PLACE OR ' TRANSPLANT 94. Modesto Ash(Fre)dnus Modesto) 5-(MT) 15' 25' 4 Dead Branches,Poor Structure REMOVE ' 95. Modesto Ash(Fraxinus Modesto) a-(MT) 2(T 25' 4 Dead Branches,Poor Structure REMOVE 96. Modesto Ash(Fra)inus Modesto) 8-(MT) 25' 20' 4 Dead Branches,Poor Structure i REMOVE DBH = Diameter Breast Height, 4.5 feet above ground level MT= Multi-Trunk (TH) =Trunk Height Page 11 Diameter , Tree Breast Crown Condition No. Species Height Height Width Score Remarks , 97. Modesto Ash(Fra)dnus Modesto) 8-(MT) 25 30' 4 Dead Branches,Poor Structure , REMOVE 98. Modesto Ash(Fra)dnus Modesto) 8-(MT) 25 30' 4 Dead Branches,Poor Structure REMOVE 99. California Pepper-(Schinus molle) 16-(MT) 35 SO 3 Poor Structure,Lean REMOVE 100. Modesto Ash(Fra)dnus Modesto) 14"(MT) 25 30' S Dead Branches,Poor Structure REMOVE 101. Modesto Ash(Fra)dnus Modesto) 4-(MT) 25 30' 3 Dead Branches,Poor Structure REMOVE 102. Mulberry-(Maros alba) 4"(MT) 15 45' 3 Poor Structure,Dead Branches, Trunk Damage ' REMOVE 103. Mulberry-(Morus albs) 14-(MT) 30' 35 3 Poor Structure,Dead Branches, Trunk Damage REMOVE ' 104. Modesto Ash(Fra)dnus Modesto) r(MT) 15 35 4 Dead Branches,Poor Structure REMOVE 105. Modesto Ash(Fra)dnus Modesto) a-(MT) 15 35 4 Dead Branches,Poor Structure , REMOVE 106. Modesto Ash(Fra)dnus Modesto) 10-(MT) 20' 30' 4 Dead Branches,Poor Structure REMOVE 107. Manna Gum Eucalyptus 10'(MT) 45' 35 3 Trunk Damage, (Eucalyptus viminalis) REMOVE , 108. Manna Gum Eucalyptus 16-(MT) 50' 45 2 Prune,Protect, (Eucalyptus viminalis) SAVE IN PLACE OR REMOVE ' 109. Modesto Ash(Fra)dnus Modesto) 5-(MT) 18' 20' 3 Poor Structure REMOVE 110. Modesto Ash(Fraxinus Modesto) 6"(MT) 20' 17 5 Dead Branches,Poor Structure , REMOVE 111. California Fan Palm 17'(MT) 8'(TH) 6 3 Intertwined In Other Trees ' (Washingtonia filifera) Poor Location REMOVE 112. Modesto Ash(Fra)dnus Modesto) 8-(MT) 25' 35 4 Dead Branches,Poor Structure REMOVE ' 113. California Pepper-(Schinus molle) 44' 35 45 3 Poor Structure,Prune SAVE IN PLACE OR TRANSPLANT ' • DBH = Diameter Breast Height, 4.5 feet above ground level ' •MT= Multi-Trunk (TH) = Trunk Height Page 12 ' Diameter Tree Breast Crave Condition ' No. Species Height Height Width Score Remarks I , 114. Mulberry(Mores alba) 30' 25 50' 3 Poor Structure REMOVE 115. Siberian Elm Tree-(Ulmus pumila) 7-(MT) 25 60' 3 Poor Structure,Dead Branches ' REMOVE 116. Siberian Elm Tree-(Ulmus pumila) 7-(MT) 25' 60' 3 Poor Structure,Dead Branches REMOVE ' 117. Siberian Elm Tree-(Ulmus pumila) 4-(MT) 25 30' 3 Poor Structure,Dead Branches REMOVE 118. Siberian Elm Tree-(Ulmus pumila) 4-(MT) 25 30' 3 Poor Structure,Dead Branches REMOVE 119. Mulberry(Mores alba) 4-(MT) 30' 45 3 Poor Structure ' REMOVE 120. Siberian Elm Tree-(Ulmus pumila) 4-(MT) 25 30' 3 Poor Structure,Dead Branches REMOVE 121. Olive-(Olea europaea) 14-(MT) 35 30' 3 Poor Structure,Dead Branches REMOVE 122. Olive-(Olea europaea) 14-(MT) 35 30' 3 Poor Structure,Dead Branches REMOVE 123. Olive-(Olea europaea) 37* 3T 35 3 Poor Structure,Dead Branches REMOVE ' 124. Tamanx 6-(MT) 30' 35 3 Poor Structure,Dead Branches REMOVE ' 125. Siberian Elm Tree-(Ulmus pumila) 8-(MT) 30' 35 3 Poor Structure,Dead Branches REMOVE 126. California Pepper-(Schinus molle) 10'(MT) 30' 45 3 Poor Structure,Dead Branches REMOVE 127. Modesto Ash(Fra)dnus Modesto) 7-(MT) 18' is 4 Poor Structure,Dead Branches REMOVE 128. Modesto Ash(Fraxinus Modesto) 10'(MT) 15 20' 4 Poor Structure,Dead Branches REMOVE 129. California Pepper-(Schinus molle) 10'(MT) i 6' 25 3 Poor Structure,Dead Branches REMOVE 130. California Black Walnut-(Juglans hindsil) 20'(MT) 25 35 5 Dead,REMOVE 131. California Pepper-(Schinus molle) 8' 18' 20' 3 Poor Structure,Dead Branches REMOVE 132. California Pepper-(Schinus molle) 4-(MT) 15 25 3 Poor Structure,Dead Branches REMOVE ' 'DBH = Diameter Breast Height, 4.5 feet above ground level MT= Multi-Trunk (TH) = Trunk Height ' Page 13 Diameter Tree Breast Crown Condition No. Species Height Height Width Score Remarks 133. California Pepper-(Schinus molle) 10'(MT) 30' 35 3 Poor Structure,Dead Branches REMOVE 134. California Pepper-(Schinus molle) 9-(MT) 25 25 3 Poor Structure,Dead Branches REMOVE 135. Modesto Ash(Fra)dnus Modesto) 6-(MT) 15 15 5 Dying REMOVE 136. California Pepper-(Schinus molle) 5' 2V 20 3 Poor Structure,Dead Branches REMOVE 137. Modesto Ash(Fra)inus Modesto) 8-(MT) 25 W 4 Dying REMOVE 138. Manna Gum Eucalyptus 12-(MT) W 45 2 Healthy,Prune,Protect, (Eucalyptus viminalis) SAVE IN PLACE ' OR REMOVE 139. Manna Gum Eucalyptus Ir(MT) 50' 35 2 Healthy,Prune,Protect, (Eucalyptus viminalis) SAVE IN PLACE OR REMOVE ' 140. Manna Gum Eucalyptus 27 45 3o 4 Poor Structure,Dead Branches (Eucalyptus viminalis) REMOVE 141. Manna Gum Eucalyptus 10'(MT) 45 3o 2 Healthy,Prune,Protect, ' (Eucalyptus viminalis) SAVE IN PLACE OR REMOVE 142. Red Ironbark Eucalyptus 40'(MT) 45 W 3 Prune,Protect, , (Eucalyptus sideroxylon) SAVE IN PLACE OR REMOVE 143. Modesto Ash(Fra)dnus Modesto) 5-(MT) 15 30' 5 Dying ' REMOVE 144. Modesto Ash(Fraxinus Modesto) 7-(MT) 20 W 4 Dying REMOVE 145. Modesto Ash(Fra)inus Modesto) 7-(MT) 15 3o 4 Dying REMOVE ' 146. Modesto Ash(Fra)dnus Modesto) S.(MT) 16 15 4 Dead Branches,Poor Structure REMOVE 147. Modesto Ash(Fra)dnus Modesto) 10' 20' 25 4 Dead Branches,Poor Structure ' REMOVE 148. Modesto Ash(Fra)dnus Modesto) 7' 20 25 4 Dead Branches,Poor Structure REMOVE , 149. Modesto Ash(Fra)inus Modesto) a-(MT) 15 15 4 Dead Branches,Poor Structure REMOVE • DBH = Diameter Breast Height, 4.5 feet above ground level ' •MT= Multi-Trunk (TH) =Trunk Height Page 14 , ' Diameter Tree Breast Crown Condition ' No. Species Height Height Width Score Remarks 150. Modesto Ash(Fra)dnus Modesto) 8'(NIT) 26 35 4 Dead Branches,Pow Structure REMOVE 151. Modesto Ash(Fra)dnus Modesto) 16" 25 25 3 Dead Branches,Poor Structure REMOVE 152. Modesto Ash(Fra)dnus Modesto) 11" 25 25 3 Dead Branches,Pow Structure REMOVE ' 153. Modesto Ash(Fra)dnus Modesto) 11" 30' 15 3 Dead Branches,Pow Structure REMOVE ' 154. Manna Gum Eucalyptus 7"(MT) 30' 15 3 Prune,Protect, (Eucalyptus viminalis) SAVE IN PLACE OR REMOVE ' 155. Modesto Ash(Fra)dnus Modesto) S(MT) 18 20' 4 Dead Branches,Pow Structure REMOVE 156. California Pepper-(Schinus molle) 10"(MT) 2(Y 25 3 Poor Structure,Dead Branches REMOVE 157. Modesto Ash(Fra)inus Modesto) 6"(MT) 27 20' 4 Dead Branches,Pow Structure REMOVE 158. Modesto Ash(Fra)inus Modesto) 8"(MT) 20' 30' 4 Dead Branches,Poor Structure REMOVE 159. Modesto Ash(Fraxinus Modesto) 6"(MT) 18' 30' 4 Dead Branches,Poor Structure REMOVE 160. Modesto Ash(Fra)inus Modesto) 6"(MT) 18' 30' 4 Dead Branches,Poor Structure REMOVE ' 161. Manna Gum Eucalyptus 18" 45' 60' 3 Prune,Protect, (Eucalyptus viminalis) SAVE IN PLACE OR REMOVE ' 162. Modesto Ash(Fra)inus Modesto) 8"(MT) 25' 30' 4 Dead Branches,Poor Structure REMOVE ' 'DBH = Diameter Breast Height, 4.5 feet above ground level MT= Multi-Trunk (fH) =Trunk Height Page 15 i Maintenance And Protection In addition to the pruning recommendations, all species of remaining and transplanted trees should be fertilized once a year according to the attached N. A. A. Fertilization Standards. Trees should be deep watered once a month during the period of April through September. Soil should be wetted to a minimum of three (3) feet deep. The following guidelines should be used to protect trees during ' construction activities: 1. No heavy equipment should be operated or parked within the drip , line of remaining trees. Temporary barriers placed around the trees may be necessary. (See Appendix F, Figure 1) ' 2. Keep grading cuts and fill material outside drip line of remaining trees. , 3. Sewer, water and irrigation lines should be run so as to avoid existing tree roots. If not possible trenching for the lines should ' not cut over 30% of an individual tree's roots. 4. During tree removal operations, all limbs and logs should be , removed from the site within 15 days to reduce the potential for insect infestations. Bark beetles are attracted to fresh cut wood. , Prompt removal of cut or removed material will prevent the development of a brood which could infest neighboring trees. , 5. Following transplanting, trees should be deep watered at least once per week for the fast three months. Water at this schedule ' for six months if the trees are transplanted in the spring. Soil should be wetted to a minimum of three feet deep. All N.A.A. transplanting Standards should be followed. , 6. All transplanted trees should be properly staked and or cabled according to the attached N. A. A. Standards. , Page16 ' 1 1 1 7. A Certified Arborist should inspect the site once a month during construction activities to insure that the above recommendations are being followed. 1 1 8 1 1 1 i 1 1 1 1 1 1 ' 1 Page17 Arborist Qualifications The author of this report has over 22years experience in ornamental horticulture, landscape maintenance and construction. He has a , Bachelor of Science Degree in Business Management from Cal Poly Pomona, with a strong background in ornamental horticulture. ' Graduate studies include arboriculture, ornamental horticulture, turf and landscape management, pest control, and landscape design. Current licenses and certificates held include: ' 1. International Society of Arboriculture, Certified Arborist ' 2. California State Licensed Landscape Contractor ' 3. California State Licensed Pest Control Operator 4. Certified Landscape Technician ' 5. Certified Landscape Irrigation Water Auditor ' Mark D. Cobb ' I. S. A. Certified Arborist No. WC-453 ' 1 Page 18 APPENDIX TO ARBORIST'S REPORT Available by Request ' City Planning and Building Services I ' ...................................................................................................................... APPENDIX ...................................................................................................................... 1 i 1 NATIONAL ARBORIST ' ASSOCIATION 1 v i s 1 - 1 1 For Pruning Pruning of Shade Trees 1 Guying of Shade Trees Fertilizing Shade and Ornamental Trees Lightning Protection Installation Systems I ' for Shade Trees Standard for Hydraulic Sprayer i Calibration i National Arborist Association,P.O. Box 1094, Amherst, New Hampshire 03031-1094 • 603-673-3311 ' National Arborist Association PRUNING STANDARDS FOR SHADE TREES (Revised 1988) This standard is provided by the National Arborist Association to assist tree service companies, utilities, municipalities, governmental agencies, architects, landscape architects, and others in writing contract specifications for tree pruning. It is not intended to be a"how-to" manual but to define the limits and criteria for arboricultural work, recognizing that regional practices may dictate variations in this standard. This standard was prepared by the Standard Practices Committee of the National Arborist Association, Inc., a professional trade association founded in 1938. INTRODUCTION Pruning of shade trees shall only be performed by qualified tree workers who,through related training and/or on the job experience, are familiar with the techniques and hazards of arboricultural work including trimming, maintaining, repairing or removing trees,and the equipment used in such operations. The pruning of trees can be a potentially hazardous occupation and is to be undertaken only by qualified personnel or trainees under the direct supervision of qualified personnel. All tree workers/trainees should be covered by worker's compensation, property damage ,public liability and completed operations insurance. i \ L BEFORE PRUNING CLASS Ill-HAZARD PRUNING i CLASS II-STANDARD PRUNING L CLASS I•FINE PRUNING DIAGRAM A- The Three Classes of Pruning ' A- 1 Trees are complex living organisms whose growth, All of the following of General Specifications, listed a appearance, condition and longevity are greatly below in italics, apply to Class 1, Fine Pruning: influenced by environmental factors. Useful -----generalizations concerning pruning practices can - --a All cuts shall be made as close as possible to the trunk or be made to improve the health, structure, parent limb, without cutting into the branch collar or aesthetics, and safety of trees, even though tree leaving a protruding stub(See diagram B). Bark at the species may vary in their cultural requirements, and edge of all pruning cuts should remain firmly attached. even within a species individual trees differ in branch configuration. b.All branches too large to support with one hand shall be precut(see Diagram C)to avoid splitting or tearing of There are four classes of pruning established to the bark. Where necessary, ropes or other equipment n accommodate varying work needs. Pruning should be used to lower large branches or stubs to the u performed on certain tree types, such as palm and ground. Norfolk Island pine, might not fall into these Q categories due to these plants' particular growth characteristics. tl 1 CUT B CLASS I-FINE PRUNING Fine pruning is recommended for premium quality work with an emphasis on aesthetic considerations in addition to structural integrity. I� Fine pruning shall consist of the removal of dead, dying, diseased, decayed, interfering, objectionable, obstructing, and weak branches, as well as selective thinning to lessen wind resistance. The 1I removal of such described branches is to include CUT A those on the main trunks, as well as those inside the 1 leaf area (see Diagram A).An occasional undesirable branch up to one-half inch (1.25 cm) in f diameter, as described above, may remain within 1, , the main leaf area to its full length when it is not CUT C f practical to remove it. l ' I DIAGRAM C c. Treatment of cuts and wounds with wound dressing or paints has not been shown to be effective in preventing or �1 �l reducing decay, and is not generally recommended for rr I that reason. Wound dressing over infected wood may I � stimulate the decoy process. if wounds are painted for 1 i cosmetic orother reasons,then materials non-tonic to the cambium Layer of meristematic tissue must be used.Care most be taken to apply a thin coating of the material only to the exposed wood. CUT d. Old injuries are to be inspected. Those not closing properly and where the callus growth is not already completely established should be bark traced if the bark f, appears loose or damaged. Such tracing shall not COLLAR penetrate the xylem (sapwood), and margins shall be i kept rounded. e. Equipment that will damage the bark and cambium layer should not be used on or in the tree. For example, the use of climbing spurs (hooks, irons) is not an DIAGRAM B acceptable work practice for pruning operations on live trees.Sharp tools shall be used so that clean cuts will be made at all limes. A-2 ' Class I - Continued f. All cut limbs shall be removed from the crown upon c. Treatment of cuts and wounds with wound dressing or completion of the pruning. paints has not been shown to be e/jective in preventing or txducmg decay;and is not generally recommended for g. Trees susceptible to serious infectious diseases should that reason. Wound dressing over infected wood may not be pruned at the time of year during which the stimulate the decay process. If wounds are painted for pathogens musing the diseases or the insect vectors are cosmetic or other reasons,then materials non-laxic to the most active. Similarly, if pruning wounds may attract cambium layer of meristematic tissue must be used.Care harmful insects,pruning should be timed so as to avoid must be taken to apply a thin waling of the material only insect infestation. to the exposed wood. These additional specifications shall also apply to d. Old injuries are to be inspected. Those not closing Class I, Fine Pruning: properly and where the callus growth is not already completely established should be bark trued if the bark ' h. Remove the weaker or less desirable of crossed appears loose or damaged. Such tracing shall not or rubbing branches. Such removal, if possible, penetrate the xylem (sapwood), and margins shall be should not leave large open spaces in the general kept rounded. outline of the tree. e. Equipment that will damage the bark and cambium layer should not be used on or in the tree. For example, i. Where practical, all visible girdling roots shall be the use of climbing spurs (hooks, irons) is. not an treated as follows: acceptable work practice for pruning operations on live trees.Sharp tools shall be used so that clean cuts will be 1. Cut root at either end, or trade at all times. 2. Sever root in center with a chisel and allow growing tree to push root away. f All cut limbs shall be removed from the crown upon 3. Remove section of root. completion of the pruning. g. Trees susceptible to serious infectious diseases should j.The presence of any disease condition, fungus not be pruned at the time of year during which the fruit bodies, decayed trunk or branches, split pathogens causing the diseases or the insect vectors are crotches or branches, cracks, or other structural most active. Similarly, if pruning wounds may attract weakness shall be reported in writing to a harmful insects,pruning should be limed so as to avoid ' supervisor and/or the owner, and corrective insect infestation. measures recommended. These additional specifications shall also apply to ' CLASS II -STANDARD PRUNING Class II, Standard Pruning: Standard pruning is recommended where aesthetic h. All visible girdling roots are to be reported to a considerations are secondary to structural integrity supervisor and/or the owner. and tree health concerns. 1. The presence of any disease condition, fungus Standard pruning shall consist of the removal of fruit bodies, decayed trunk or branches, split 1 dead, dying, diseased, decaying, interfering, crotches or branches, cracks, or other structural objectionable, obstructing, and weak branches, as weakness should be reported in writing to a well as selective thinning to lessen wind resistance. supervisor and/or the owner, and corrective The removal of such described branches is to measures recommended. ' include those on the main trunks, as well as those CLASS 111-HAZARD PRUNING inside the leaf area (see Diagram A). An occasional undesirable branch up to one inch (2.5 cm) in ' diameter may remain within the main leaf area Hazard pruning is recommended where safety where it is not practical to remove it. considerations are paramount. The following General Specifications, listed below in Hazard pruning shall consist of the removal of dead, italics, apply to Class 11, Standard Pruning. diseased, decayed, and obviously weak branches, two inches (5 cm) in diameter or greater (see a.All cuts shall be made as close as possible to the trunk or DIAGRAM A). ' parent limb, without cutting into the branch collar or leaving a protruding stub(See diagram B). Bark at the The following General Specifications, listed below in edge of all pruning cuts should remain firmly attached. italics, apply to Class III, Hazard Pruning: b.All branches loo large to support with one hand shall be a.All cuts shall be made as close as possible to the trunk or ' precut(see DIAGRAM C)to avoid splitting or tearing of parent limb, without cutting into the branch collar or the bark. Where necessary, ropes or other equipment leaving a protruding stub (See DIAGRAM B). Bark at should be used to lower large branches or stubs to the the edge of all pruning cuts should remain firmly ground. A- 3 attached. b.All branches too large to support with one hand shall be b. When there has been significant crown dieback. a precut(see DIAGRAM C)to avoid splitting or tearing of . .. the bark. Where necessary,-ropes-or-other-equipment-_. -C. - . -------. should be used to lower large branches or stubs to the e.-When g or dwassary fti achieve specific topiary training or dwarfing. ground. c. Treatment of cuts and wounds with wound dressing or d. In cases where, due to storm damage or prior paints has not been shown to be e/fectiwe in preventing or incorrect pruning, it is appropriate to prune for reducing decay, and is not generally recommended for safety and aesthetic reasons. that reason. Wound dressing over infected wood may stimulate the decay process. If wounds are painted for cosmetic or other reasons,then materials non-tonic to the cambium layer of merdstematic tissue must be used.Care must be taken to apply a thin coating of the material only to the exposed wood. R d. Old injuries are to be inspected. Those not clasing u properly and where the callus growth is nat already completely established should be bark traced if the bark appears loose or damaged. Such tracing shall not penetrate the xylem (sapwood), and margins shall be kept rounded. - e. Equipment that will damage the bark and cambium } J / -�— LATERAL layer should not be used on or in the tree.For example, the use of climbing spurs (hooks, irons) is not m acceptable work practice for pruning operations on live trees.Sharp tools shall be used so that clean cuts will be CUT PARENT made at all times. � STEM f. All cut limbs shall be removed from the crown upon completion of the pruning. - I g. Trees susceptible to serious infectious diseases should - not be pruned at the time of year during which the pathogens causing the diseases or the insect Vectors are DIAGRAM D most active. Similarly, if pruning wounds may attract harmful insects,pruning should be timed so as to avoid insect infestation. These additional specifications shall also apply to Class III, Hazard Pruning: h. All visible girdling roots are to be reported to a The terms "cutting back" and "drop crotch pruning" supervisor and/or the owner. are sometimes used interchangeably with the term crown reduction pruning. By contrast, the term i. The presence of any disease condition, fungus 'lopping" is often used to refer to a generally fruit bodies, decayed trunk or branches, split unacceptable arboricultural practice. Please refer to crotches or branches, cracks, or other structural the Terminology section of this Standard for further weakness should be reported in writing to a information. supervisor and/or the owner, and corrective measures recommended. All of the specifications of General Specifications, listed below in italics, apply to Class IV, Crown CLASS IV-CROWN REDUCTION PRUNING Reduction Pruning: Crown reduction pruning shall consist of the reduction of tops, sides or individual limbs. It a.All branches too large to support with one hand shall be involves the removal of a parent limb or dominant precut (see DIAGRAM) to avoid splitting or tearing of leader at the point of attachment of a lateral branch, the bark. where necessary, ropes or other equipment as illustrated in DIAGRAM D. This practice is to be should be used to lower large branches or stubs to the undertaken only for the following reasons: ground. a. In situations where branches interfere with utility lines. A-4 b. Treatment of cuts and wounds with wound dressing or maintain the wood in the remaining branch as well as ! - paints has not been shown to be effective in preventing or .._._ . - ----send excess carbohydrates to the trunk and roots - reducing decay, and is not generally recommended for for storage and later use. Generally, not more than that reason. Wound dressing over infected wood may one-third the total leaf surface area should be stimulate the decay process. If wounds are painted for cosmetic or other reasons,then materials non-toxic to the removed at any one time. cambium layer of meristematic tissue must be used.Care must be taken to apply a thin coating of the material only k. Trees should be pruned to a shape typical of their to the exposed wood. species. C. Old injuries are to be inspected. Those not closing I.To prevent sunburn on thin-barked trees, just properly and where the callus growth is not already enough limbs shall be removed to get the desired completely established should be bark traced if the bark effect without admitting too much sunlight to the ' appears loose or damaged. Such tracing shall not trunk of the tree or the top of large branches. Care peutrate the xylem (sapwood), and margins shall be kept rounded. should be taken with the following species: linden ilia spp.), maple Acer spp.), beech Fa us spp.), d. Equipment that will damage the bark and cambium apple Maus spp.), oak Quercus spp.), and other layer should not be used on or in the tree. For example, trees susceptible to sunburn. The above damage the use of climbing spurs (hooks, irons) is not an may be minimized by doing work on susceptible ' acceptable work practice for pruning operations on live species during the dormant season. trees.Sharp tools shall be used so that clean cuts will be made at all times. m.When removing the lower branches of trees for e. All cut limbs shall be removed from the crown upon crown elevation or underclearance, care should be completion of the pruning. taken to maintain a symmetrical appearance, and cuts should not be made so large or so numerous f.Trees susceptible to serious infectious diseases should not that they will prevent normal sap flow. be pruned at the time ofyear during which thepathogens causing the diseases or the insect vectors are most active. n. Periodic crown reduction for certain species such Similarly, if pruning wounds may attract harmful as silver maple, the true poplars, and other trees insects, pruning should be timed so as to avoid insect with brittle and soft wood is an established infestation. arboricultural practice. This procedure has proven These additional specifications shall also apply to beneficial in maintaining safety over long periods of Class IV, Crown Reduction Pruning: time. In all cases, it is preferable to make cuts when branches are small so as to avoid developing stem g. When removing a parent leader or limb to a decay, and to begin training these trees when they lateral branch, the final cut should be made as close are young and prune them regularly thereafter so as to parallel as possible with the branch bark ridge to avoid removing an excessive amount of leaf and the lateral limb. The cut should be made as surface in one operation. close to the bark ridge as possible without cutting into it. Care should be taken to avoid damaging the lateral limb when the final cut is made. h. Remove the weaker or less desirable of crossed or rubbing branches. Such removal should not leave large open spaces in the general outline of the tree. ei. Generally in crown reduction pruning, not more than one-third of the total area should be removed in a single operation. Every effort should be made to cut back to a lateral at least one-third to one-half the idiameter of the parent limb or leader that is being ' removed. Cuts not made to a suitable lateral, sometimes called topping cuts, shall not be permitted. j. Before a branch is cut back, the ratio of live wood in the branch to leaf surface area in the remaining branch should be considered carefully. The leaves must supply sufficient carbohydrates (food) to A-5 TERbEINOLOGY BRANCH -A secondary shoot or stem arising from DORMANT-A state of inactivity, or no growth. one of the main axes (i.e., trunk or leader) of a tree. Deciduous trees are considered to be dormant from the time the leaves fall until new foliage begins to BRANCH BARK RIDGE -The raised area of bark in appear. the branch crotch that marks where the branch wood and trunk wood meet. DROP CROTCH PRUNING -The specific cutting back of a branch or leader to a lateral branch at BRANCH COLLAR -Trunk tissue that forms around least one-third to one-half the diameter of the cut the base of a branch between the main stem and being made. the branch. As a branch decreases in vigor or begins to die, the branch collar becomes more GIRDLING ROOTS-Roots located above or below pronounced. ground level whose circular growth around the base R of the trunk or over individual roots applies pressure II.� CALLUS-Tissue formed by the cambium layer to the bark area, thereby choking or restricting the around and over a wound. flow of sap. CANOPY-Upper portion of the tree consisting of LATERAL-A side branch or twig. limbs, branches, and leaves. LEADER -A dominant upright stem, usually the CAMBIUM -Dividing layer of plant cells that forms main trunk. sapwood (xylem) to the inside and bark (phloem) to the outside. LIFTING -The removal of lower branches for under -clearance.CLEAN CUTS -Cuts made using a sharp tool, with no nicks or tears on the branch collar or the trunk. LIMB-Same as branch. CLOSURE -Refers to callus growth covering of a LINE CLEARANCE -Pruning for the safe operation cut or other tree wound. and maintenance of uninterrupted electric service. CROWN -Technically, the juncture of the trunk PARENT STEM -The main trunk system of the tree; above the roots, but in common usage, it refers to also, the dominant leader of a major limb. the foliage comprising the uppermost branch structure. PHOTOSYNTHESIS -The process by which green plants manufacture food (carbohydrates) in cells CROWN ELEVATION -A regional term synonymous containing chlorophyll, utilizing sunlight for energy. with underclearance. See UNDERCLEARANCE. CUT-The exposed wood area that remains after the POLLARDING -Trees cut back to essentially the branch has been removed. same point seasonally, resulting in multiple sprouts above the cuts. CUTTING BACK- Pruning designed to reduce the crown of a tree or individual branch. Sometimes PRECUT or PRECUTTING -The removal of the referred to as heading back, drop crotch pruning, branch far enough beyond the finished cut so as to natural pruning, lateral pruning, or directional prevent splitting into the parent stem. pruning. It is distinctly different from "topping" (see definition) in that an effort is made to keep the PRUNING -The removal of plant parts, dead or symmetry of the tree on the sides as well as the top. alive, in a careful and systematic manner so as to not damage other parts of the plant. DECAY-The degradation of plant tissue, including SAP FLOW-The course assumed by sap in its wood, by pathogens such as fungus organisms. movement through a tree. wood decay can reduce the structural integrity of a tree or its individual limbs. A- 6 1 SAPWOOD -A wood layer of variabie tnickness TOPPING -The severe reduction of branches found immediately inside the cambium, comprised without consideration of the specifications for .-of water-conducting vessels and living plant cells.— -- -- --nutting back:-(This is generally considered to be an Also known as xylem. undesirable practice.) SCARS or INJURIES -Natural or man-made lesions TRACING -Careful removal of the loose or 1 of the bark in which wood is exposed. damaged bark along the edges of a wound to encourage closure. SUCKER -A vigorous shoot arising at or below the 1 graft union. See WATERSPROUT. TRIMMING - See PRUNING. SUNBURN - Bark injury cause by extreme heat from UNDER-CLEARANCE -The removal of lower tree 1 the sun, limbs to allow clearance beneath the tree crown. The same as CROWN ELEVATION. SUNSCALD - Bark splitting or injury caused by temperature extremes or sudden temperature WATER SPROUT-A vigorous shoot arising from the 1 fluctuation. above-ground portion of the tree or above the graft union. See SUCKER. THINNING -The removal of branches where they 1 arise in order to let in light, reduce wind resistance, WOUND-The opening that is created any time the remove unwanted branches, or to retain a tree's tree's protective bark covering is penetrated, cut, or natural shape. removed, injuring or destroying living tissue. Pruning a live branch creates a wound, even when 1 TOPIARY-Trees sheared or pruned carefully in a the cut is properly made. formal shape. i 1 1 1 1 NATIONAL ARBORIST ASSOCIATION The Meeting Place Mall Route 101, P.O. Box 1094 ' Amherst, New Hampshire 03031-1094 . 1 . 1 1 1 1 A 1 Cabling, Bracing and Guying - _ ---- - --_-- ---Standard-For- Shade Trees- (Revised 1985) 1 These standard procedures provided by the National Arborist Association for cabling,bracing,and guying of shade and ornamental trees should be undertaken by trained personnel only. Understanding the growth habits and 1 characteristics of various species of trees,along with the knowledge of materials and their proper use,is necessary. Tool sterilization,lightning installation and pruning shall be considered when bracing,guying and cabling trees.It is recognized that regional practices may dictate variations in this standard. Occasionally,even with the best of care, 1 due to nature's intervention,the tree may not be spared from damage. Paul A McFarland, Chairman Standard Practices Committee National Arborist Association 1 INTRODUCTION 3) Drop Forged Eyebolt—A machine thread bolt with a forged, closed loop on one end. An eyebolt is 1 Trees can benefit from the support and strength provided inserted in a drilled hole, equal to or NO MORE by guy wires,cables and bracing.Sometimes trees develop THAN 1/16" larger than the bolt diameter and re- in such a manner that they are structurally weak,making cured by a washer and nut. them susceptible to damage from winds,storms,or even 1 the weight of their own foliage. In newly transplanted trees, guys prevent windthrow until the roots become established. In established trees, cables and braces are 1 used to prevent or reduce storm damage. The arborist's primary responsibility is to safeguard people,property and 4) Lag Screw Hook—An open hook with right or left plants. Some trees may be deteriorated or damaged be- hand wood screw thread.A lag screw hook is installed yond help from support techniques. The arborist and in a hole drilled1/16"smaller than the diameter of the 1 client must determine if the expenditure of time and lag screw and slightly deeper than the length of the money needed to make the tree reasonably safe will be threaded shank.A lag screw hook relies on the bite of worth the effort. its thread to secure itself to the tree. New wood The most common structural weaknesses are the result of formed around the lag will increase its holding capac- narrow-angled,V-shaped crotches. Unduly long or fruit- ity laden branches may also require support by cables. 1 After installation, cabling, bracing or guying systems should be inspected periodically for deterioration of mate- rials and changes in the trees which may make adjustments necessary. 1 Trees which are cabled or braced should be fertilized at an 5) Turnbuckle—An opposite-threaded tensioning appropriate time to encourage the formation of callus device spliced to wire or cable. growth around the hardware that has been installed. 1 DEFINITIONS l �� 1) Wood Screw Rod—A steel rod with wood screw thread, installed in a drilled hole usually 1/16" less 6) Amon (Eye) Nut—A nut with a forged eye which 1 than wood screw rod diameter.A wood screw relies screws onto a threaded rod.The end of the threaded on the bite of its thread to secure itself. rod is peened over so that the nut cannot work off.The thimble and cable are attached to the eye. � 1 2) Bolt—A steel rod with wood screw or machine thread, 1 nstalled in a drilled hole equal to or RARELY MORE THAN 1/16" larger than the bolt diameter and secured by washers and nuts, (appropriate for soft wood trees). 1 61 7) Cable—A stranded or braided wire. There are two bracing. Occasionally even with the best of care, some types of wire available for tree work. trees may not withstand nature's intervention. 1. Common grade 7-strand cable is wrapped at both Cables should be installed taut,but not so tight or rigidly so --ends"around a thimble and affixed to an anchor or ----as to cause hardware to pull out when the tree moves in turnbuckle. the wind.This is especially true if cables are installed during the dormant season when the tree is not supporting the weight of foliage. Conversely,the cable system installed when tree is in foliage should be tight enough not to slacken after leaf drop. Cables should be installed at or beyond a point approximately 2/3 of the length of the limb 2. EHS cable (extra high strength) is also 7 strand or trunk, beyond the crotch, towards the tips of the branches. non-flexible cable used only with PREFORMED an cab le tree grips.EHS cable has a left-hand lay and When using 7-strand,soft lay, common grade cables, cannot be eye spliced. PREFORMED cable tree eye splice should be made using a thimble of the same size gripsweredesigned for use with this cable.Cable as the cable diameter.Nolessthan twoand nomorethan a tree grips are used to secure the cable around a fourwraps of each strand around the cable shall be used. thimble for attachment to an anchor or turn- Extra high strength(EHS),non-flexible cable may be used if buckle. PREFORMED tree grip deadends are used with it. How- 8) Eye splice—A method of securing cable ends around a ever,cables shorter than 3 feet may be difficult to install thimble and wrapping each individual strand a min- using these materials. imum of two turns over itself until all components Cables shall be affixed to trees using either forged eye- form one unit. Use only 7-strand, soft lay, common bolts,threaded rod and amon nuts,or lag screw hooks.A grade cable for this purpose, (not extra high strength forged eyebolt is the most secure anchor. cable). Where support hardware must be installed in columns of Q*Wmmgig decay,only hardware extending through the tree limb and se cured by nuts and washers shall be used. (It should be understood that in most cases,the ultimate holding power 9) PREFORMED Cable Tree Grip—A device fitted to the of the fixture will be in the tissue of the tree that grows over end of EHS cable which includes a preformed loop. the hardware after the installation).When in doubt about They must be used with thimbles and only with EHS internal decay,do not use lag screws. cable.Becauseof the constant loading and unloading If an eyebolt is used,a hole the same size or 1/16'larger on the cabling system in very large trees in high winds, than the diameter of the bolt shall be drilled through the there can be wearing of the tree grip behind the limb, the eyebolt inserted and secured by a washer and thimble. Use precaution on larger trees or heavy nut.Flush off excess bolt to the nut,so cambium will close limbs subject to dynamic activity due to higher than over the nut. If a lag screw hook is used, a hole shall be normal wind loading. drilled 1/16' less than the diameter of the lag and slightly deeper than the length of the lag to prevent splitting. In either case,the holes must be drilled so that the lags or bolts are as close to perpendicular to the limb of attach- A ment as possible. The hardware should be installed in a straight line to avoid a lateral or vertical pull which will reduce the holding strength of the fixtures. Parallel limbs provide optimum conditions for cable installation allowing e alignment of both hardware and wood grain.However,as the angle of the limbs to be supported increases,the more 10) Thimble—An oblong steel support with Flared margins the installation must be adjusted.Hardware may have to be and open-ended base. Cable is placed around the installed at a slight angle from perpendicular and the cable thimble to prevent kinking and wear on support may have to pull at a slight angle as well.Cables must not hardware. rub against limbs or one another. When cable is attached to the lag, the hook should be turned parallel to the limb and just touch,but not injure, the bark.The open end of the hook may be left either up STANDARDS FOR or down. For most cable installations when the cable will support a weak crotch and be installed parallel to the INSTALLATION: ground, it is recommended that the open side of the lag CABLE BRACING hook be oriented downward.Other situations may dictate that the open end be up. Cable Bracing is the installation of flexible steel support Only one cable should be attached to any one anchor. Q cables in or between trees to help reduce stress damage Since the safe work load is reduced when the angle of pull from high winds,weight of ice or snow,split or V-shaped is more than 0 degrees,there are very few exceptions to crotches, or heavy foliage. Such installations are particu- the rule of attaching only one cable to the anchor. larly important where there is a possiblity of property Hardware should be spaced at least one foot apart and damage or personal injury. Pruning and fertilizing on a never directly above or below each other so that cracks regular basis is recommended for trees requiring cable and dieback are minimized. B-2 I If a lag cannot be installed so connecting cable is at 0°, TYPE II (straight pull),then a drop forged eyebolt is preferred. Triangular—The cabling together of limbs in combination If tree has-a lightning protection system, attach bracing —-- of threes.(The preferred method of cabling for maximum ' cables and rods to the system, support). When working around energized wires,all work aloft shall be in accordancewith Z133A Standards published by Amer- ican National Standards Institute, Inc. WTYPCII HOOKS AND BOLTS ' Proper use of cables and braces can greatly extend the life TYPE III of a tree.Even though wounds are made,it is better to have a few wounds than a broken limb or tree. Proper use of Box or Rotary—A series of cables connecting four or more hardware does reduce the injury to the trees. limbs. This allows maximum crown movement, but offers minimal lateral suppi�p\ortt.. � Do \ not dead-end hardware in — Type III de ' decayed wood. NO Do not turn the hook into the TYPE IV ' bark. Hub and Spoke—Uses a center ring of cable with radiating cable to four or more leaders. YES .� YES ' NO Type IV�:4w When decayed wool is present, ' put hardware through the stem. °ROD BRACING OR RIGID BRACING" ' The use of prepared lengths of steel rod of various diame- ters,threaded with wood screw thread or machine thread to provide a rigid support,is"rod bracing"or"rigid brac- t Decay moves along lag hook. ing".This type of bracing is not a substitute for cabling but /. . I is to be used where a defect has developed in a crotch, cavity, limb or trunk,and additional support is required. Original decay. Rod bracing may also be used to hold rubbing limbs ' together or to keep them apart. Dots show start of decay close to When installing a wood screw rod in hardwood trees, a lag hook. I I�I hole shall be drilled 1/16"less than the diameter of the rod. The hole should be drilled through the first wood member and at least fifty percent into the second, allowing suffi- Lag hook should be oriented vertically, but may cient depth to prevent the screw from bottoming. If the have to be oriented otherwise,depending upon rod is installed as above,or if the hole is drilled completely ' the direction of pull by the cable, through both members being joined, the ends of the wood screw rod shall be installed below the cambium to Wood that forms after insertion of allow for closure.If a split has occurred,draw split together hardware does most of the long before drilling holes. tern holding. Prevent damage to the thread of wood screw rods by the CABLE BRACING SYSTEMS installation wrench. Use the wrench at least 2"beyond all breakmarks. A breakmark is a notch which is put on the The four bracing systems illustrated are the most tom- screw rod to allow it to be broken at the desired length monly used.There are many variations and combinations at/or below cambium level. of these types. In decayed or softwood trees, install a bolt rather than a wood screw rod. Drill a hole not more than 1/16" larger ' TYPE than the diameter of the rod, completely through the Direct—Single cable installed between two limbs or sections to be joined,and secure the rod ends with round trunks. or oval washers and nuts. Washers can be seated directly ' on the bark. Type t Portions of the steel rod exposed between leaders should ' B-3 be coated with a rust preventive paint. TYPE II Where more than one hole must be drilled to effect a Multiple Wood Screw Rod—A set of three or more rods - -.---repair,holes shall be staggered to prevent the formationof.— installed-through one or.two.tree limbs of.trunks. It is large columns of decay and possible cracks. (See illustra- sometimes quite difficult to aim the drill through trunks, tion below). especially when the drill operator is suspended in the air. See chart on page B-7 for size of rod to be used. Great care should be taken to avoid misplacing drill holes. ° When bracing frost cracks,perform work in warm weather after the crack closes: Drill a hole 1/16" smaller than the rod and install washers and nuts on both ends.Space rods every twelve inches along the crack and six inches in from lip of crack. (See illustration below). ' Treewhiscmtch beginningto split. I HARDWARE ALIGNMENT I Never align bolts, holes,or any type of wound in vertical TYPE III ° rows. Single Rod or Bolt—A single rod installed through a split (Holes must be staggered) trunk or leader with the addition of nuts and round washers installed on both ends of wood screw rod. The ° YES NO single bolt may be threaded with either machine or wood screw thread.Several rods may be used for a long split,but 1 l should be staggered. , a: Iylc Cracks or cambial dieback will often form between the holes. r TYPE ry FROST CRACK REPAIR Safety Rodor Bolt—Similar to a single bolt with the follow- ° Nu[s and washers are placed approximately 12 inches ing additional provisions:The inner faceof both limbs shall apart to pull thewood together.In some cases,especially be secured by washers and nuts to ensure rigidity of the when the wood is rigid in its new position,wood screw crotch. Safety bolts shall be installed an appropriate dis- rods are used to lace up frost cracks and other vertical tance above a limb joint and a minimum of 3'above other openings. hardware.The exposed section may be covered by a tight l/ fitting plastic pipe. Small tree to prevent splitting and • twisting. Nuts 8 washers 72 inches apan. Il } ti inches from lip of sack. �^ BRACING POSITIONS " CABLES HERE ROD BRACING SYSTEMS ( r3/3 A TREE WITH A WEAK OR CRACKED TYPE I ; ` CROTCH SHOULD BE BOLTED BELOW 2/3 _ THE CROTCH,AND CABLES SHOULD Double Wood Screw Rod—Two rods installed between BE USED IN THE CROWN.THE CABLE two limbs or trunks,or through a Single tree secriOn. POSITIONS DEPEND ON BRANCH ANGLES AND CROWN SIZE. THE GENERAL RULES FOR INSTALLA- BOLTS l• TION OF CABLES IS 2/3 THE HEIGHT HERE WEAKEST POINT ABOVE THE WEAKEST POINT OF THE 1 � Large tree to prevent splitting and TREE. •' twisting. THE GENERAL RULE FOR INSTALLING RODS IS FROM THE CROTCH DOWN • f TO THE BOTTOM OF THE SPLIT. Q v � , B-4 ' WASHERS TYPE II—Tree to Tree Washers should be countersunk so that they lay flush Method 1 against the wood_beneath the bark. A sharp instrument should be used to cut the bark and a socket wrech of the Single or—multiple cables;with or without turnbuckles, proper size should be used to tighten the nut so as not to are attached to the weakened treewith lag screw hooks damage the bark. or eyebolts (see table page 21) and attached to the anchor tree at a point at least ten feet above the ground. NO:diary od-shaped washers YES:oval washen Cables shall be attached to the weakened tree at a height above the half-way point of the tree. When guying tree to tree, care must be taken to select an anchor tree of proper size and never use shallow- I ' \ rooted trees as anchors.The anchor tree must beonthe client's property and not near energized wires. � Q IA I USE ROUND OR OVAL L WASHER AVOID SHARP-POINTED WASHERS I I COUNTERSINK WASHERS l/2 h! 10' SUPPORTED TREE SUPPORT TREE ' GUYING ESTABLISHED TREES TYPE 1—Tree to Ground Method 2 Single or multiple cables with or without turnbuckles are multiple Single or mu le cables,with or without turnbuckles, attached to the weak tree by lag screw hooks or eyebolts, g p and to a ground fixture.Cables shall not be attached to the are attached to the weakened tree and to two or more tree at a point less than 1/2 the tree height.PVC should be surrounding trees. Cables are attached by lag screw ' placed over the guy cable for pedestrian visibility and hooks or eyebolts (see table page 21). safety. Where possible,angle support cables downward from When support fixtures must be installed where there may the weakest to the strongest tree,with the lowest cable be columns of decay,only hardware secured through the providing at least 10'head clearance.Refer to method 1. tree trunk or limb with nuts and washers shall be used. ' f 1 1 ! 1/2 a• v1 a I , ,� � .7'6" ! B-5 SELECTING THE CORRECT ' _-------MATERIALS ----- :MATERIALS_FOR_A -� - - -- --- -- - - CABLING SYSTEM PREFORMED TREE GRIP Published Rated Safe Since cables are being installed in a tree to help strong- Size Breaking Strength Working Load then it, then it becomes very important that the proper types and sizes of materials are used. I 3/16" TG 1,250 3,990 798 lbs. Try to match up eyebolts,cables and so forth of equal 1/4"TG 1,251 6,650 1,330 lbs. working loads.Theworking load is generally considered to 5/16"TG 1,252 11,200 2,240 lbs. ' be 1/5th of the tensile strength. Most manufacturers will publish the tensile strength of a material which has been determined by an engineering test. These test 'results are then referred to as the"Published Breaking Strength." STRENGTH OF CABLING HARDWARE ' Note that on the charts on the accompanying pages,the DROP FORGED EYEBOLT published rated breaking strengths are listed fo'r the most commonly used cabling materials. I (Please note: as the angle of pull varies from 00,breaking ' To use as an example in referring to the charts,consider strength of hardware decreases). the following: If one were to wish to support a 24" limb, then a 5/8 eyebolt,washer and nut or a 3/4"threaded rod Safe Working Load* ' with amon nut,washer,and nut would be selected.5/16" Published Rated extra high strength cable would be used wiih a 5/16" Size Breaking Strength lb. 00 450 90° TG1252 tree grip. _ - In referring to these charts,one will see that of all the 3/8" 7,000 1,400 280 210 ' components ofthissystem,the weakest point sliouldbein 1/2" 13,000 2,600 520 390 the 5/16 EHS cable which has a published breaking 5/8„ 000 4000 800 600 strength of 11,200 lbs.Note that the safe working load for , ' this system is Z240 lbs.or 1/51th of the P.B.S. 3/4" 30,000 6,000 1,200 900 In dealing with smaller limbs and loads,smaller cables •USAS B 18.15- 1969 may be used. Often there are choices whether to.use common grade 7-strand cable or EHS cable,or to use lag , hooks rather than eyebolts,etc. COMMON GRADE 7-STRAND CABLE , Publish led Rated Approx.weight Diameter Breaking Strength Working Load lbs./100 ff. 3/16" 11150 230 7 ' 1/4" 1900 380 12 5/16" 31200 640 21 3/8" 4,250 850 27 7/16" 5,700 1,140 40 1/2" 7,400 1,480 52 ' STRENGTH I F CABLING HARDWARE (CONTINUED) Extra High Strength (EHS) Cable,7 x 19-Strand ' Published Rated Approx.weight Diameter Breaking Strength Working Load lbs./100 ft. , 3/16" 3,900 798 7 1/4" 6,650 1,330 12 5/16" 11,200 2,240 21 ' 3/8" 15,400 3,080 27 7/16" 20,800 4,160 40 1 1/2" 26,900 5,380 52 ' ANSI/ASTM A 4.75-78 B-6 GUIDELINES FOR CABLING AND BRACING ' The chart below shows comparisons between limb size In the final analysis,it is up to you,the arborist,to use and the hardware commonly used to cable or brace tree sound judgment and common sense. limbs together. In summary: ' It is based on industrial statistics and usage by members of 1 Select materials strong enough to do the job. the National Arborist Association. 2 Determine the best location for the cable. It should be noted that open lag screw hooks are not ' nearly as strong as drop-forged hardware. Drop-forged 3. Use the proper tools to install the cables. hardware is recommended if limb diameter is greater than 4. Perform the work in a professional manner. 8 inches. ' For very large limbs 20" and over, more than one 5/16" 11,200 PBS EHS cable may be installed. CABLING AND BRACING SYSTEMS ' Trunk & Drop Forged Limb sae Eyebolt or CommorrGrade EHS Cable PREFORMED at Cable Lag. Threaded rod 7-strand 7-strand Cable Threaded fDiame(er) Hook and Amon eye nut cable Extra High Strength Grit) Rod"Brace' Up to 5" 1/4" 1/4" 3/16"1150PBS 3/16"3990PBS 3/16' 1/4' 1/4' 1900PBS 3/8' ' S"to Ir 5/16" 3/16" 114" 1900PBS 3/16'3990PBS 3116' 1/4' 3/8' 3/8" 7000PBS 5/16'3200PBS 1/T ' 8'to 14" 3/8" 7000PBS 5/16"3200PBS 3/16'3990PBS 3/16" 3/8" 112" 13000PBS 3/8" 4250PBS 114' 6650PBS 1/4" 1/T 14' to 18" 1/2" 13000PBS 3/8' 4250PBS 1/4" 4250PBS 1/4" 1/7* 5/8" 20000PBS VT ,7400BPS 5/16'11200PBS S/16' S/8" 18" to 20" 1/2" 13OWPBS 1/T 7400PBS 1/4' 6650BPS 5/16' 1/T ' 5/8" 20000PBS 5/16"11200PBS 5/16" 5/8' I 20" to 30" 5/8' 20000PBS 11T 7400PBS 1/4" 6650PBS 5/16" 3/4' 3/4' 30000PBS 5/16"11200PBS 5/16" ' 30' or over 5/8" 20000PBS 5/16"11200PBS 1" 3/4"30000PBS 1 B GUYING NEWLY TRANSPLANTED TREES Dave Field Training— "Cabling and Bracing Practices", , yyR.A. Sweet an W.A.Jeffers; December 7976 ---.Method 1-- ------------ .. . ... . . - ----- ---- _- -- - - The preferred method of guying trees over 6"D.B.H. is Preformed Line Products Co. (literature), 660'Beta Drive, the use of three or more cables with turnbuckles or com- Mayfield Village,Ohio 44143 pression springs,attached to thetree by lag screw hooks or A New Tree Biology. Facts Photos and Philosophies on eyebolts,and secured to sunken deadmen.Attachment to Trees and Their Problems and Proper Care by Alex L. , the tree shall be made at or above a point one-half the Shigo.Sh igo and Trees,Associates,4 Den bow Road,Dur- height of the tree.Lag screw hooks should be spaced 8-70" ham, New Hampshire,03824. 1985 apart vertically. In some cases,if the location and the tree lend themselves,cable covered by 3/4" rubber hose and Arboriculture: "Care of Trees Shrubs and Vines in the , secured around the lowest crotch may be substituted for Landscape by Richard W.Harris,Prentice Ha ,Inc.,1983 lag hooks. Deadmen may be made from black locust, catalpa, ©Copyright 1985 ' cedar,or other decay-resistant wood.Deadmen shall be a National Arborist Association, Inc. minimum of four feet in length,6 inches in diameter,and 174 Rte. 101 be buried a minimum of 4 feet. Commercially available Bedford, NH 03102 earth anchors may be substituted for deadmen if manufac- turer's instructions are followed. Deadmen or other ground anchors shall be located no closer to the trunk base than two-thirds the distance from , the trunk base to the height of the cable attachment to the tree. Wire or cable should be marked by colored plastic rib- ' bon "flags" or other suitable material and never placed across paths,etc Method 2 ' When guying trees less than 6" D.B.H., wire may be substituted for cables.When wire is used,each attachment shall consist of 4 to 6 pieces of number 10 gauge wire,hose , covered,wrapped upon itself once and returned to the ground anchoring device as in Method 1 above. Since the hose and wire will eventually girdle the tree , trunk,the wire should be checked after each year's growth and adjusted or removed after the second year. Wire or cable should be marked by colored plastic rib- bon"flags"or other suitable material to prevent accidents. ' Specifications for the guying and staking of newly trans- planted trees, 6" in diameter or smaller,are published in Landscape Specification Guidelines for the Metropolitan Washington Area, and are available from the Landscape Contractors Association of Metropolitan Washington,1909 S. Fallsmead Way, Rockville,Maryland, 20854, (301) 424-7970 REFERENCE PUBLICATIONS: ' National Park Service,Tree Preservation Bulletin No 3 Conference Proceedings (ML 12th National Shade Tree , Conference Transplanting of Trees and Shrubs in the Northeastern and , North Central United States, International Society of Arboriculture and National Arborist Association. National Arborist Association Rots and Rods,by Robert Felix and Alex L.Shigo,"Journal 174 RL 101,Bedford,N.H.03102 ' of Arboriculture",October 1977 •GOV RIGMtsas B-8 ' 1 NATIONAL ARBORIST ASSOCIATION Standard for Fertilizing Shade & Ornamental Trees (Revised 198 INTRODUCTION , This standard servesto provide aguide in drafting specifications for the application of fertilizerto shadeand ornamental trees as well as a standard of practice. Trees in the forest or commercial nursery,either field or container grown, may have different environmental considerations and are not addressed in this standard. ' It is suggested that the entire text be read before specifications are developed.All of the following should be included:soil test, type of fertilizer,fertilizer analysis, rate of application,time of year,and method of application. The purpose of fertilizing landscape plants is to maintain satisfactory vigor, promote healthy growth, assist the plant in overcoming the adverse effects of diseases or insects,or to correct mineral element deficiencies.Plants require at least sixteen chemical elements for proper growth and development. Three of these elements — carbon, hydrogen and oxygen — are provided by air and water;the other essential elements are obtained by the roots from the soil.Nitrogen is used in large amounts by plants,is easily leached and often volatile.It may be necessary to apply nitrogen annually or biennially.Variations in methods ' and recommendations are expected in different regions.Therefore, it is recommended that soil be tested every two to three years.The test will report quantities of chemical elements:calcium,phosphorus,potassium and magnesium.The test will also provide a pH reading,which is a measure of the acidity or alkalinity of the soil.The actual soil pH influences nutrient absorption and plant growth through the effect of hydrogen ions on nutrient availability. Each essential nutrient is only available to plants within a specific pH range. The presence of a chemical element(nutrient)in thesoii is no guarantee that it is in a soluble form available for plant absorption. The concentration of hydrogen and associated ions affects soil reaction and the formation of soluble and insoluble compounds. ' All nutrients must be in solution to be available for root absorption. Fol iar analysis for determination of chemical element needs is recommended for trees showing specific nutrient deficiencies.It is possible to have a soil test indicate that adequate levels of all nutrients are present in a soil and still have nutrient deficiency symptoms appear on a plant. The nutrient may occur in a form that is unavailable to the plant.There may also be physical problems within the soil,such as compaction, poor drainage,or poor aeration that can affect nutrient absorption. ' SECTION A: TYPES OF FERTILIZER I. Organic Fertilizer— is that categorized as derived from a plant, animal or synthetic organic source. Nitrogen (N) occurs naturally in organic fertilizers (manures), and gradually becomes available for plant use as the material is reduced by microorganisms. Synthetic organic nitrogen fertilizers are created by coating urea with sulphur or ' resin-like materials which make the material slowly available for plant use. Organic fertilizers are characterized by a slow rate of nitrogen release, long residual, low burn and root injury potential, and low water solubility. The higher efficiency of slow release fertilizers means less nitrogen runoff to contribute to pollution of streams and subsurface water.The unit cost of slow release fertilizer absorbed by the plant is actually lower than that of readily available materials. 11. Inorganic(Chemical)Fertilizer—is that derived from chemical sources.These nutrients are readily available in the soil and are rapidly soluble, with a short residual period. III. Soluble Fertilizer—is mixed with water and applied in liquid form.Soluble fertilizers may be applied to the foliage,to the soil via the deep root feeding method,or as a soil drench treatment. Soluble fertilizers are usually inorganic and readily available,but may be organic and slowly available. Materials with a limited solubility that dissolve slowly are often listed on fertilizer labels as water insoluble nitrogen —WIN (See EXAMPLE I, page C-5 for WIN calculations).. SECTION B: FERTILIZER ANALYSIS I. New Plantings — use a high phosphorus fertilizer to assist in plant establishment, such as those with nitrogen, phosphorus and potash (N-P-K) ratios of 0-20-0, 0-46-0, 4-12-4, or 5-10-5. i C-1 11 Established Plantings—use fertilizers with N-P-K ratios of 3-1-2 or 3-1-1-for best response.These fiormulations may be supplemented with trace elements as local conditions dictate. Nitrogen fertilizers such as 21-0-0, 38-0-0 or 45-0-0 can be applied if soil analysis indicates no other nutrients are required. ' Inorganic (water soluble)nitrogen fertilizers should be applied annually.Very little available nitrogen remains in the soil from year to year,since most of it is either used by plants when available or carried away by water. Synthetic or organic nitrogen (WIN) may be applied biennially due to its slow availability. ' Phosphorus and potassium are chemically bound to the soil and become slowly available through several growing seasons. They should be included in fertilizer application in most cases, every 2-3 years in either spring or fall, whichever is more convenient. In light-textured or sandy loam soils,potassium must be applied annually.Soil tests every 2-3 years are a must when ' using nitrogen fertilizers. SECTION C: RATES Of APPLICATION ' Importance of Proper Rates—the rates suggested in this Standard should only be used as a guideline for fertilizing trees. Specific soils and foliar test recommendations from university or private testing labs should be followed when ' available. Good judgement is necessary to determine whether frequency, rate, or methods should vary in given situations.Trees of the same species may respond differentlyto rates of fertilizer due to location in the landscape,soil conditions, rainfall, and other environmental factors. Actual fertilizer rates should be adjusted after considering on-site inspections of foliage color,previous stem or twig growth,general health of the tree,or other environmental factors. I. Transplanting—fertilization attime of transplanting is recommended to assist in plant re-establishmentand to supply phosphorus necessary for root growth because that element moves very slowly in soils.Apply 10 tbs.of phosphate- ' containing fertilizer, such as 0-20-20, 046-0, 4-12-4, or 5-10-5 per cubic yard of backfili. A rate of 10 lbs. of super phosphate per cubic yard is approximately equal to 0.5 lb.fertilizer per bushel of backfill. 11. Established Plantings— a) Square toot method—For optimum plant growth, it is generally recommended to apply 3 lbs.of actual nitrogen ' per 1,000 sq. ft.of area under the branch spread of the tree per year, or 6 lbs. every two years. If foliage color, annual growth or general vigor is not normal,increase annual application rate to 5-6 tbs.The surface area under the circular branch spread of a tree can be calculated as follows:Surface area= Radiusz x 3.14.The radius is the , distance f rom the tru nk to the edge of the branch spread.As an example,a tree with a total branch spread of 36 feet would have a radius of 18 feet. The area, according to the formula, would equal 18 x 18 x 3.14, or 1,017 sq. ft. Considering the recommendation of 3 tbs. of actual nitrogen per 1,000 sq.ft., one would apply about 17 lbs. of 18-5-11 fertilizer:3.0+0.18 x 16.6 tbs.Caution:If the area under the circular branch spread contains impervious surfaces, such as walks, drives, and foundations, then judgement should be exercised as to whether to use the square foot method for calculation. Reduced soil area does not diminish a tree's need for fertilizer; however, over-application of fertilizer can cause sod and tree root damage.Alternative fertilizing methods may have to be ' utilized. b) Diameter Breast High (DBH) — Measure the trunk diamater at 41/2 feet above grade. Generally for optimum growth,apply 1/.lb.actual nitrogen per inch DBH to trees under6 inches in diameter.The rate can be increased to 1h lb. N per inch DBH for most trees over 6 inches DBH. Fertilizing trees using the DBH formula results in similar , quantities as the surface area method.Using the same 6 inch DBH tree as above and fertilizing with 1h lb.actual N per inch DBH would require 16.7 lbs. of 18-5-11: 6 inches(dia.) x 0.5 lb./inch(rate) = 3.0 Ib.(amount of N). ' 3.0 Ib.(amount of N) +0.18 (%N in 18-5-11) = 16.7 lbs. of 18-5-11. Caution: With trees growing in restricted areas such as sidewalk strips, planters, etc.the square foot method is preferable to the DBH method. c) Liquid application— Dilute fertilizer solutions should be applied at the rate recommended by the manufacturer according to operating pressure and flow rate of the equipment to be used. Apply sufficient liquid mixture to supply the required rate of fertilizer as determined by the surface area of DBH method. It is suggested that one ' apply 150 gallons to each 2,000 sq. ft. of'surface area. Inject approximately 1/2 gallon of fertilizer solution per injection at 21h ft. spacings. C-z - 1.- Square foot method:Apply 51bs.of N per l-,000 sq.ft.to trees on the lawn using 32-7-7 formulated fertilizer. ' Calculation: 5.0 (Ibs. N) + .32 (% N) = 15.6 (Ibs. 32-7-7 fertilizer) 15.6 Ibs. fertilizer x 2= 31 Ibs. of fertilizer added to each 150 gal. of water. Each 150 gal. of water covers 2,000 sq. ft. if pump pressure is 150 Igs. and injection spacing is 2'h ft. The pump can be calibrated by counting the seconds it takes to pump 1/2 gallon of solution into a bucket.Each operator should calibrate his pump, counting off the seconds, and use this same count and cadence while injecting the probe into the soil. 2. Diameter at Breast Height Method: Apply 1h lb.of N per caliper inch to trees on lawn using a 32-10-5 formulated fertilizer. Calculation: .5 (amount of N/inch cal.0+ .32 (%of N in 32-10-5) = 15.6 lb. of fertilizer. 15.6 tbs.of fertilizer x 2=31 Ibs.of fertilizer added to each 150 gal,of water and applied as per grid above in surface application problem. ' SECTION D: TIMING OF FERTILIZER APPLICATIONS ' All of thefollowing guidelines are subjectto regional and climatological differences.Autumn is an ideal time tofertilize,generally after the first hard freeze and until the moisture in the soil freezes and root activity ceases. In the southern areas of the country where the ground does not freeze,root growth in many cases will continue all winter long.Early spring,before budbreak is also an appropriate time.When leaves have fully expanded,fertilizing can continue until early July. However,treatments of readily ' available inorganic nitrogen between July and Septembercould promotea late flush of growth which may not harden off before freezing temperatures in autumn, and injury could occur. Mid to late-summer fertilizer applications should be limited to correcting specific element deficiency problems. ' SECTION E: METHODS OF FERTILIZER APPLICATIONS I. Surface applications—Fertilizer is placed in a spreader calibrated to applythe properamount of material per 1,000 sq. ft.Care should be taken to avoid excessive overlapping.The application can be made in either concentric circles or in ' linear strips starting 2 or 3 feet from the trunk out to 5 to 10 feet beyond the drip line of the tree. Only fertilizer sources that contain nitrogen alone should be surface applied.Fertilizer should be applied when grass blades are dry.After the fertilizer has been distributed,it should be washed off the grass blades immediately,using a ' lawn sprinkler or irrigation system. Fertilizer remaining on grass blades that become wet following a light rain or dew formation occasionally causes burning. To prevent the soil from becoming deficient in phosphorus or potassium following annual surface applications of ' nitrogen, it is desirable to add these nutrients as needed according to soil analysis. Without soil reports, the NAA suggests phosphorus at3.6 tbs.of phosphoric acid (P205)per 1,000sq.ft.and potassium at6lbs.of potash(K20)per 1,000 sq. ft. Phosphorus will not burn grass if used at recommended rates. Phosphorus should be applied with the drill hole or liquid injection method because it is so insoluble and does not move down to the roots if applied as a surface treatment. Caution: potassium and nitrogen may burn turfgrass when applied at recommended rates. Irrigation of lawn areas should follow surface applications of these fertilizers. 11. Drill Hole Method—Thedriil holes should be placed in concentric circles in the soil around the tree beginning 2-3feet or more from the trunk and extending 5-10 feet or more beyond the drip line. Space holes 2 feet apart and drill them 8-15 inches deep, depending upon the tree species, root growth patterns, and type of soil in the root area. The recommended rate of fertilizer should be uniformly distributed among the holes. Depending on the diameter of the hole,it can be filled following fertilization with peat moss,calcine clay,perlite,small crushed stone,sand,orother soil amendment. If the area beneath the spread of the branches is restricted,reduce the application in proportion to the area or number of holes that cannot be made. Use a suitable measuring device and a funnel to apply the fertilizer in the holes. If desirable in sodded areas,the holes may be closed by pressing from different angles with the heel of the worker's shoe,or by cutting and lifting a plug of grass,filling the hole to within 4 inches of the top,adding soil and replacing the plug. Keep the fertilizerat least 4 inches below the top of the hole in turf areas to prevent burning of the grass by dehydration.Irrigation following fertilizer application will help prevent i0jery to turf;however,do not flood the area,as dissolved fertilizer may be carried to the surface and cause turf injury. C-3 When fertilizing trees that contain shrub or herbaceous plant beds within the root area of trees,care must betaken not to punch holes closer than 6 inches to the crown of small plants.Azaleas and other plants have been injured or killed by fertilizer in holes placed too close to the plants. ' The opening of the soil that results from use of the drill hole method allows for penetration of both waterand air. This increase in soil oxygen supply is often as valuable as the addition of fertilizer. III. Liquid Injection Method— Injections using a soil probe or lance should be 21h feet apart, and 8-12 inches deep for , trees. Begin lance injection 2-3 feet from the tree trunk,and work out 5-10 feet beyond the drip line of the branches. Use a hydraulic sprayer at 100-200 lbs. pressure and a soil lance designed for liquid fertilizer with a manual shut off valve and three or four horizontal discharge holes at 90 degrees in its point Inject half a gal Ion of fertilizer solution into each hole.The addition of water to dry soil as occurs during the liquid injection process is an excellent side-benefit. IV. Foliar Sprays—To correct minor element deficiencies,spraying liquid fertilizer on the foliage should be considered, especially for correcting iron deficiency using chelated iron. This method should not be regarded as an adequate means of providing all the necessary mineral elements required by major element-deficient plants in the amounts , necessary for satisfactory growth. Micronutrient spray applications are most effective when made just before or during a period of active growth,usuallyfrom spring to early summer.Response,as indicated bygreening of chlorotic foliage and normal growth coming from buds on affected shoots,is usual ly observed from 2 to 8 weeks after treatment, but response time varies. Factors in response time include the plant species,age of plant and its parts,time of year, severity of the deficiency and soil conditions underwhich plants are growing.One ortwo applications during the year will generally prevent or control deficiencies, but under some conditions, it may be necessary to make several treatments annually to maintain healthy growth. V. Trunk Injections and Implants — These methods are used for specific element deficiencies, particularly iron or ' manganese, as well as for trees growing where there is restricted soil surface area under the drip line. Injections or implants should be made as low as possible on the trunk.Normally,this is done with a clean,sharp drill of the appropriate size. Capsules should be implanted beneath the bark and completely into the xylem tissue. Early spring before growth starts is the best time for trunk implants and injections.Wound closure is most rapid from spring treatment. Trees under 4 inches in diameter should not be treated with injection or capsule implants. Do not inject or implant ' when soil moisture is low as severe foliar burning may occur. SECTION F: ADDITIONAL FERTILIZER GUIDELINES Proper and timely applications of fertilizer will produce beneficial results on most trees.Newly established trees will grow more rapidly following fertilization with a nutrient or combination of nutrients that previously were present in only limited amounts in the soil.The results are shown in increased leaf size,length of current season twig growth,and more rapid increase in height. Slow-growing tree species may also be stimulated to grow faster by fertilizing. Abnormal leaf color and small leaf size often indicate nutrient deficiencies in the soil.Various colors or patterns of color i ndicate deficiencies of specific essential nutrients.The leaves of many trees become darker green following fertilization,making them , more conspicuous and attractive. Fertilizing can help maintain mature trees in a vigorous growing condition.A vigorously growing tree is more winter hardy and less susceptible to many diseases and insect pests than is a less vigorous tree.Canker-causing fungi occur more commonly in ' weakened trees.Also,many of the non-infectious tree diseases develop when soil nutrient,oxygen and moisture conditions are unfavorable.Healthy,vigorous trees tend to resist borers,while those growing under unfavorable moisture or nutrient conditions are more susceptible to attack by these insects. Established trees weakened by leaf diseases, insect defoliation, mechanical injury, soil compaction,drought, or other causes ' often show reduced twig and trunk growth or dying of branch ends.Fertilizing may stimulate additional growth so that the plant can compensate for the adverse conditions that caused decline. I. To Prevent Plant Injury—Avoid use of lawn fertilizer/herbicide combinations where the roots of desirable and sensitive vegetation could pick up herbicide.Herbicides for use around trees should be applied separately at the rates suggested on the label. II. Fertilizing Sensitive Plants— ' a) When fertilizing American Beech and broadleaf evergreens,reduce applications of inorganic fertilizers to one-half the label-recommended rates of fertilizer,or use slow-release materials instead. b) Be aware that over-fertilizing small trees such as flowering crabapples can result in excessive succulent growth. ' Succulent growth is more prone to fireblight symptoms on susceptible plants such as pear, Jonathan apple and mountain ash. CA III. Fertilize in Moist Soils— Fertilizer should always be applied to moist soils to enhance fertilizer uptake, reduce fertilizer injury to plants,and aid in soil injection or drill hole treatments.If soils are not moist,irrigation should precede fertilization to moisten the plant root zone area.The liquid injection method of fertilizing trees and shrubs will help moisten the soil in the root zone while applying desired nutrients.The benefits of water in dry soil will reduce nutrient as well as moisture stress. IV. Fertilizing Excessively Wet Soils—Avoid fertilizing trees growing in soil that is excessively wet. The roots in wet soil are often damaged from lack of oxygen caused by the accumulation of toxic gases. Adding fertilizer in any form may contribute to root injury. V. Read the Label—Read the entire label of any fertilizer product before application,and apply per label recommendations. EXAMPLE 1 ' Slow release fertilizerismeasured by the percentage of water insoluble nitrogen,(WIN).Use the following formula to determine the percentage of water insoluble nitrogen in a bag of fertilizer: %of WIN x 100 = %of N that is slow release ' %of total N Example for a fertilizer label that reads 32-7-7: Guaranteed Analysis Total Nitrogen (N)....32% Water Insoluble Nitrogen....12.5% Nitrate Nitrogen....2.0% Water Soluble Nitrogen....17.5% ' Available Phosphoric Acid....7% Soluble Potash....7% 12.5%of WIN x 100 lbs. of fertilizer = 39% 32%of total N 39%of the available N is slow release ' SELECTED REFERENCES KUHNS, LARRY J. 1985. Fertilizing Woody Ornamentals. Cooperative Extension Service, The Penn State University. NEELY, DAN. 1980. Tree Fertilizing Trials. Illinois Journal of Arboriculture:6(10). NEELY, DAN and E. B. Himelick. 1971. Fertilizing and Watering Trees. Illinois Natural History Survey Circular#52. RATHJENS,RICHARD and Roger Funk.1984.Guide to Turf, Trees and Ornamental Fertilization.Weeds,Trees&Turf Magazine ' (October). SMITH, ELTON M. 1978. Fertilizing Trees and Shrubs in the Landscape. Journal of Arboriculture: 4(7). This Standard was revised in 1987 with the assistance of: Dr. Elton M. Smith, Ohio State University, Columbus, OH I , ' C-5 TRANSPLANTING DIGGING OPERATIONS Transplanting is a major operation from The severity of effects of transplanting is which most plants recover slowly, even related to the species and size of the plant, when growing conditions are ideal. Nor- time of year, digging methods used, soil mally, a shrub or tree maintains a certain conditions, distance and time involved in balance between its top and root system. transporting, and soil and exposure condi- Water and nutrients are taken in through tions at the new site. If any of these factors the roots to supply the top of the plant with will tend to increase the severity of water elements necessary for food production in stress and reduce early reestablishment of the leaves. Relatively large quantities of the root system, particular care in trans- water move through the plant daily during planting and continual maintenance proce- the growing season. The transplanting dures after planting will be required. operation, regardless of how carefully it is performed, is destructive to a large portion DIGGING PLANTS WITH BARE ROOTS of the absorbing root area. After the roots Many deciduous shrubs 2 to 6 feet (0.5 have been severed during the digging to 2 m) in height and some tree species up operation, the tree experiences varying to 2 inches (5 cm) in diameter 6 inches (15 degrees of water stress until new roots are cm) above the soil level are moved bare- generated and able to absorb the neces- rooted except when in full leaf. The Ameri- sary volume of water from the soil. In the can Association of Nurserymen has interim period before new root development published minimum root-spread standards occurs, the entire plant remains in various for various tree diameters (1). They recom- stages of physiological shock. Some horti- mend that trees collected from native culturists have suggested that dipping stands or established plantings be dug with bare-rooted plants in certain auxins may a root spread one-third greater than the increase root generation and survival, but spread of roots required of plants grown in ' root dipping is best handled by a nursery- a commercial nursery. man who has had sufficient experience Tying of branches. Bush or low- with the technique. branched plants should have the tops tied . Plants are moved either bare-rooted or prior to digging to avoid breaking or bruis- with an intact soil ball. Bare-root planting is ing them and to give clearance for digging generally limited to deciduous shrubs operations. Branches may be tied with ' planted in the fall or early spring and to strips of burlap or heavy twine; 1/4-inch - deciduous trees up to 1 inch (2.5 cm) in rope may be used for larger specimens. diameter. Bare-root transplanting is practi- Care should be taken to avoid injury to the ' cal only in sandy and well-aggregated soils bark and splitting or breaking of branches. with good drainage and not in clay soils. Limbs should not be tied so tightly that the Balling and burlapping (B&B) is practiced bark is compressed by a sharp bend at the with nearly all evergreens (16), with trees base of the branch. more than 2 inches (5 cm) in diameter, and Digging. Digging should be done with a with deciduous shrubs;moved during the sharp spade. Small shrubs up to 3 or 4 feet summer. Deciduous shrubs and trees that (0.9 to 1.2 m) tall do not require digging a are considered difficult to transplant should trench around the plant, except in heavy be moved with a soil ball even during the soils or with species that have a character- dormant season. Ordinarily, the more diffi- istically deep root system. The spade cult the operation, the greater the necessity should be placed far enough from the plant for balling and burlapping or using contain- to include the majority of fibrous roots and ers. Growing trees and shrubs in contain- inserted into the soil to a depth of 1 foot (30 ' ers is practiced throughout the United cm). Gently pry away from the plant with States and in many other parts of the the spade handle while cutting around the world; large evergreens, particularly palm plant and attempting to lift the plant. When species, are frequently grown in large the plant has been completely encircled, boxes in the western United States. more prying pressure can be exerted on ' D-1 the spade to break loose the soil beneath operation. The soil should be loosened and , the plant and permit the plant to be lifted. carefully combed out of the roots by insert- The plant should not be lifted until the roots ing the fork into the soil ball a few inches in all directions have been severed. Occa- from the face of the trench and prying ' sionally the plant must be tipped so that against the ball. In light sandy soils, the vertical roots can be severed with a sharp ther handle operation aofbhec accomplished toward ulthe spade or pruning shears. Shrubs 5 to 6 feet (1.5 to 2 m) tall and trench. In heavy soils the handle should be small trees should have a trench dug pushed away from the trench to avoid around them. The trench should be far breaking the more shallow roots. Forking- enough from the plant to retain as many out should continue working inward until ' fibrous roots as possible. The diameter of most of the roots are exposed. the soil ball within the trench should be If the tree or shrub is large, each seg- approximately two-thirds of the branch ment of the exposed.root system should be ' spread for most common shrub species. covered to avoid desiccation before starting For small trees, the diameter of the soil ball on another root segment. Enough soil should be a minimum of 12 inches (30 cm) should be left near the trunk to support the , for each 1 inch (2.5 cm) of trunk diameter. plant until all lateral roots have been uncov- The trench should be dug 15 to 18 inches ered. Work should proceed from opposite (40 to 45 cm) deep, or at least below the sides of the ball so that the tree can be level of spreading roots. Digging to this tilted to get at the deeper lateral and sinker ' depth will avoid cutting off major roots. At roots. If practical, a partial ball or at least the bottom of the trench, undercut beneath some soil clinging to the roots should be the lateral roots. left. To reduce desiccation, forked-out roots ' Forking-out the roots. Soil should be should be covered with wet burlap or plas- removed from the roots by working inward tic as work continues on the opposite side from the trench (Fig. 4). A narrow-tined of the plant. , spading fork is a serviceable tool for this n ath the nttrunk should be removed by gradually tipping the tree or plant over. The plant should not be forced over because the bark near the base of the trunk may loosen and slip or some of the roots may split or break. Anchor, tap, or sinker roots may need to be cut at a depth of 16 to 24 inches (40 to 60 cm), depending upon their size. Sinker roots should be saved to the ' greatest depth possible. The plant should be lifted out of the hole by grasping it at the junction of the roots and trunk. {<< Root protection. If the plant will not be replanted immediately, the roots must be covered with loose moist soil, damp straw, ' or other material to prevent desiccation. If storage is available, the plant should be put " F .;`, '� �1• under cover out of the wind and sun. The ; 12 roots should be sprayed with water and covered with plastic. Puddling will protect the roots of small plants. In this procedure y - f£ t�� �� . f,� `r ' s�.=r.• ,a g�h, the roots are dipped into a mud made from �• r �. � ,«, � � r n . ; loam soil. When the mud dries, the roots . . ._ ... are given some protection from extreme Figure 4. Half of the roots have been forked-out desiccation. Clay should not be used , and covered with plastic to prevent drying. Fork- because it drys and new roots break ing is then continued on the other half of the through the hard clay coat with difficulty. roots. The soil is loosened by prying against the 9 Y ball. Small shrubs may be tied into small bun- ' D-2 dles and heeled-in or heeled-in separately nance that will be given after planting. to hold them until planting time. Heeling-in Heavy or excessive top pruning should be should be done in well-drained, sandy or avoided. sandy-loam soil. The holding trench should Plant species that are normally difficult to 1 be dug as wide and deep as necessary to transplant successfully should have larger accommodate the roots. Plants should be soil balls than those of species that are placed in an inclined position in the trench easily moved. The roots of a plant are able and the roots and lower portion of the to hold together only a limited amount of stems covered with moist soil. Successive soil, and it is better to move a plant with a tiers of plants may be added as necessary, ball that can be dug and transported with- but each should be covered separately. out breaking than it is to take a larger ball 1 Small evergreens should not be heeled-in that subsequently breaks apart. Loose, because of damage to the closely packed well-drained soil encourages deeper and tops. Large shrubs and trees with more wider penetration of roots than heavy, hard, I spreading roots can be heeled-in in an compacted, and poorly drained soil. How upright position. The plants should be well the soil holds together dictates how shaded to keep the tops cool. large the ball can be. Plants that will ' receive excellent care after replanting can DIGGING PLANTS WITH A SOIL BALL be moved with a slightly smaller ball. Spe- Evergreens, small deciduous shrubs, cific recommendations on the size of ball small trees in leaf, and all trees over 2 are difficult to make because of the many ' inches (5 cm) in trunk diameter 1 foot (30 variations in root-growth habits; however, a cm) above the ground should be moved . general guide for various plant sizes is with a ball of soil around their roots. The given in Table 4. ' ball size depends upon such factors as the Soil balls are heavy. The weight of a ball size and species of plant, type of soil in in pounds can be estimated by squaring which it is growing, and extent of mainte- the diameter of the ball in feet, multiplying ' Table 4. Recommended minimum size of soil ball for deciduous and evergreen trees and shrubs. Deciduous shrubs Coniferous and Spreading coniferous Large deciduous and small broad-leaved and broad-leaved shade trees tree species evergreen trees evergreen shrubs Minimum Height Minimum Height Minimum Spread Minimum Diameter diameter of diameter of diameter of diameter of tree 1 of ball plant of ball plant of ball plant of ball ' (in) (in) (f) (in) (ft) (in) (ft) (in) 0.5-1.0 16 1.5-2 10 1.5-2 12 1.5-2 12 1.0-1.5 18 2-3 12 2-3 14 2-3 15 ' 1.5-2.0 22 3-4 14 3-4 16 3.4 20 2.0-2.5 24 4-5 16 4-5 18 4-5, 26 2.5-3.0 28 5-6 20 5-6 20 5-6 30 3.0-3.5 32 6-7 24 6-7 24 6-7 36 3.5-4.0 38 7-6 28 7-8 28 7-8 42 4.0-4.5 42 8-9 32 8-9 32 8.9 48 4.5-5.0 48 9-10 36 9-10 36 5.0-5.5 54 10-12 40 10-12 40 5.5>2 12-14 44 12-14 44 14-16 48 14-16 48 16-18 54 18-20 60 ' 'Diameter of trunk taken 6 inches (15 cm) above ground level up to and including 4-inch (10 cm) diameter trees and 12 inches (—cm) above ground level for larger sizes. rrrees over 5.5 inches (14 cm) in trunk diameter measured 12 inches (30 cm) above ground level should have a 10-inch (25 cm) diameter soil ball per inch of trunk diameter, that is, a 7-inch (18-cm) diameter tree should have a 70-inch (1.8-m) soil ball. ' D-3 that number by the depth in feet, taking ._. _ Diameter of ball Depth of ball two-thirds of this total, and multiplying by (in) (cm) (in) (cm) 110. One cubic foot of soil weighs 110 t0-19 (25-49) 8-15 (20-39) pounds. One cubic meter of soil weighs 20-29 (50-73) 16-20 (40-49) 1,762 kilograms. The weight of a tapered 3048 (74-123) 21-30 (50-76) ball is considered to be roughly two-thirds 49-60' (124-150) 31-32 (77-80) that of a cube. 'Guidelines for large soil ball sizes are given in A mass of soil without roots should be Table 5. avoided. Heavy clay on the bottom of a ball adds considerable weight and contains few roots. Soil balls frequently are divided into Soil Balls up to 18 Inches (0.5 m) in three size classes: up to 18 inches (to 0.5 Diameter m) in diameter, 18 inches to 4 feet (0.5 to Small evergreens, deciduous shrubs, 1.2 m), and over 4 feet (1.2 m). The depth and trees may require moving with a ball of of soil balls varies depending upon soil soil up to 18 inches (0.5 m) in diameter. condition and type of root system. Depth of The equipment needed to move these the ball should be sufficient to include the small plants includes a spade, burlap, nails, ' majority of fibrous roots and give required and heavy cord. Picks or mattocks may be mechanical support to the tree. Approxi- helpful if the soil is hard, and a hand cart mate ratios of depth:diameter are given at for moving the plant is useful. right: Digging should be done when the soil is , A B ' i j 0 Y l y S ,� �1?,�jY � ^^VV� .er< ;� .✓�, ,Vl - ,. 'ln • r�� � �.: 'iA.f r:/C Figure 5. Tying-In branches, digging, and trimming the soil ball of a small evergreen tree. A. Branches , are tied with rope,cord, or strips of burlap.The trench is dug approximately three-fourths of the desired depth of the finished soil ball. It is then undercut and trimmed. B. Removing the uniformly tapered soil ball from the hole on two spades. 1 D-4 moist and the plant is not under water stress. If the soil is dry, it should be thor- oughly watered 2 or 3 days prior to digging. Branches should be tied-in prior to digging (Fig. 5). Digging. Sod or loose soil should be carefully removed from around the plant to avoid injury to the trunk or roots. A circle marked 8 inches (20 cm) beyond the antic- ipated diameter of the finished ball will allow space for trimming and shaping the ball. With the back of the spade facing the plant, a straight cut down 12 inches (0.3 m) will usually sever the roots. This cut should then be repeated around the entire circle. A trench should then be dug beyond the cir- cle to a depth of 10 to 12 inches (0.3 m) or three-fourths of the desired depth of the ball. The ball should not be undercut until , K; " shaping is completed. All cuts should be . L made with the back of the spade toward the ball to prevent prying up uncut roots and loosening the ball of soil. Sharp hand KOy,., shears or loppers should be used to cut Figure 6. Removing the soil ball of a small plant ' large roots. If the spade is used for cutting from the hole by rolling or tucking a piece of large roots, it will jar the roots and loosen burlap under the ball and removing it. the ball. A clean sharp cut reduces splitting and tearing of root bark and the amount of corners of the burlap (Fig. 6). A plant ' dieback. should never be lifted from the hole by Shaping the ball. The top edge of the pulling it out by the top. ball should be slightly rounded and excess Burlapping. The burlap used should be soil should be shaved off. A uniformly large enough so that its comers will extend tapered or nearly oval ball is the desired across and cover the top of the ball. The end product (Fig. 5). The back of the spade ball should be centered on the burlap so should be kept toward the plant while shap- that the diagonal corners can be pulled ing, and all roots should be cut flush with tightly across the top of the ball and tied the face of the ball. After shaping, loose soil securely. The loose folds of burlap can be ' from the trench should be removed. Under- tightened around the ball by pleating and cut with a sharp spade at a 45-degree pinning them tightly with 6- or 8-penny angle at the bottom of the trench to sever balling nails (Fig. 7). Soil balls less than 18 all remaining roots. inches (46 cm) in diameter usually do not Removing plant from hole. Soil balls 15 need to be reinforced with cord or rope; inches (38 cm) or less In diameter may be however, if the soil is sandy and the ball apt removed from the hole by inserting two to break, it should be tied with cord or rope ' spades under the ball from opposite sides. (Fig. 9). Soil balls larger than 15 inches (38 cm) in Plant protection. Plants should not be diameter, or smaller balls of loose or sandy exposed to excessive drying after digging. ' soil that are apt to break apart, should be If they will not be moved and replanted lifted from the hole on a piece of burlap. immediately , they should be placed out of The ball must be tipped back so that the the wind and sun, and the soil balls cover- ' rolled burlap can be tucked under it. Then ed with wet wood chips, canvas, or plastic. the ball must be tipped in the opposite Soil balls must be kept moist by frequent direction so that the burlap can be unrolled wetting of the surface of the ball. Plants and pulled under the ball. Care must be should be placed in a shaded area or stor- taken to avoid breaking the ball! The plant age building or heeled-in when they are to can be lifted from the hole by grasping the be stored for several weeks. ' D-5 ��% w•+.; '•�� :�:E,++P"•?ft9 :•:`•'.yZC':y.•,.�yz\A 'A`w r•!ti:;.+:'ww. L;2t�::i '�:•:v'/.fir :{`!F:' , �`^irl. �' .;��:: cya•;���L••: 9y�:yt 2•:; •"'C�/A!d{` •y:: `wy$r ?J4�'i• f;:j.: M1w,•�iyy., :.\�•t.�• � -.try;._.• v., :•'r'1 ti• • , :`:•. •'�. S' •t:•:CSi:':i�rwq\:•.:�-�a�:'vV''i',4•-'•.,.`.� .� ♦ �:�♦i: �j':��.��: Z': .S `!!1::..4:'t♦•w i i w �:;�;:�• \~•l''7!yw`.:..♦..Y••:tiy�♦ 1'1, .r'•a♦iSl T.r 6..::Yi%:J�w.•iu`:titi} �%:`e?i`.•:i✓':ho ulaf+a L❖:ri1A ::••'•::• iti4.:J:..y��:s•Pi r,•y;•.,�(.:4.♦i :A`•j '!'y�:,::�1 Iw%ryf!4 liii.4j: �'�!�:��i�T'/.;•}�-�'T!;!y: `:r�p.. T::'C:!:':i.1 P; •I!•.:?. !,: �.• :�W •:� ! j�',ti�:••:. �•: �\j•;5�•.:C 11•• e:(@•`` i ;:r;:• TLS -•�•�.: :•.:�. '• ( . 1;:: �:••�� .:...;•1 �J:•i••J�•}••,,1„ ,1 �Y�7,a�1••L��l+•i Noll 14%� •= h"•' 'ail)'':: •• • •• • •• • • • • • • • •• • -. • r :. .\•\W''•:,.a1 ia.\•S:w a7i1��� ..i.1� 1 :1��.'�-L:L:••4'L�:4:.'%•h.,1V.+.. C-�♦°{}{ ••is%!•. h.•;s,T•1i i•'.LV,t•J'�,^J,L•\,\vTR`ti::,.y y'.1�I 't�A\�Zry•� �u'�:(v�`''•�� y:J�h;}i�::\•{• '•w•1{-S�.\••: ••:�;:�?y�l• a.;ti} ;ti}J}�.�`���`•`i~`�.y"•Pj�{1\`O��•� Yiy'•• •fir;:� ::!J:ti�%1 j"`•``:.:tiy+ v}i�:'=�..,M,J •L1i Ji�v.y.Ji••JSJ1, .�V�•\ g•.�l 1'ti%••;{}i9C [:;.:`.''`,:J •••':':�j{tY::y.•�.;vt L V'.,•.i. ..yt::�'?:}'. 1�••• 1-.•\ ,::\ .� '••�}::i�;•`',i L L-sa.14\1J.L w,.Y y •. '`ti �1•• W�.'%'•..•L:. R;}::r: �: �* �'\ti'.•:.1 i:J yti:i;:•••ii'6J��: ..•.:v:•. •L:'1, v �i..ii:,{o•.'tis :,y;.y;.�•j•••d4.•-, �•..J,tiAl�.•L:}R.��.L•��[t,P.••�i•:;:uA'y\••\i,,••'•.�•v:•'�:;`:J:::y,��}X. 1a`.;•t.• '�1 tY;�•,is J••.�'.�,�. :•.`,..••;':: •� J�'•:�•w: :`'.•:•�:�a.�t�•:Q�:`iq�ni•� �-•••L�••:.ii fit ,4: �4 •' L 1�. iiA}1i i•y::•J q:1� J;`�•J 1 .;•:},\. 1,};•,'••L,,:.•{4'•J•. �•}•• .• ti}••' y ".{L:y:`.'.,••.}, y'�t�.J•:44ti:h,}.�.;.�:� •••p�.``�••.;.:t}O 4.t.. C 1 it '•�:�'.�•:<i'='Oyt: .}•'•.:..•,:':,:;}tfi.; �J y��:. J„�••.�ti!�:•' •\; ° fi S�•.:••..•i'}'•:•:'.`J:v+:'ti ,p.•' yy� 't v �>;;.;. •••• i :•i'J\`. •.: n:1 `•t+.':.•A•.Wq •,•tS, 10 ey. v\v?Y \'j v' .4�•\i-,:•'{+. .�i•'+ .�:ti :} {� C •i; i:•°��t�\;::•;t\LtL •411t?..•`�1•,'•�:•.!•`;:t 1 -i•�'"�.�w�'y1{4:`tiY.. ::,i••.;;.,; !1'�ti .;.JL•. •,v J,�}...♦ajp}'• ''a,.t4'44•.y��t.•".•.•.ttiL"G.L::•• �Q.,�t• ��S:t �} ii.{Y y�LV:L;`�J. \ti ty ti:1\}L%. ••:'♦S••'•J,t��♦`\ ••v:''a 1A':Lt\�\�.P. 1t 11`1 Ty �M•�.\�• �1 '•i :i0 .;t ••y fq\Y••i�4/ry• 4 •:\ !.'. Jvy�Q?;��� VC }�'1,y,,S.••:V:\"' y ♦ :.yyS0S•.L•i:`.M1.\•11h '•ti4ji1:•'SJ'Lt •-••1L�, 1.1�•�\h tiJL'•�'�'.•+Yh•"•'•`et}¢�"1••`,p.}';;iL{fL`•���+��1}:!}J}.OJ\'•.l{S�•t`'J�\••1::: t•'+•'*.q•.,•:`:yiV•'' :?;.y1�:t��:tititi:L•';ti1 4'•1y :�f��i�.��}S��AV��'�f�L y�,•• aaii L�,t•A\\f:}•Ji•:S.�y-••:•• �+,":.ti,• 1"::yti1 .\+:.• •»C:•,?::+} .4.n rJ,... •'4vS,t;WS{•'::i`'A•}\f:SF y�,:'�'i� '1!,•:J•f,.t? °:�:•: ��• �t:: JAL. ���Lt•:�4 y:•:ti:�:•: S.t 4l'`•:{;:•y:`%' •tVt}•bt;',�.{ti{'.t�J',rx+3:C:•;:}:�� t'��44�O�ti�\'•:: •i :'�:'�:::•\l::k••ti�y:•:�'yJ':Y'v O iCy..'C:v: 3'.':w�y?'iti\'••4:•\''{::i`j••J},•;• li ���p S��:•:'i t•. �i:�•'Jt:.�:•; • �:ti•i ::�;�y Y•.11 ,S'::••:i:�\•.J�}'•:\•:\1 L•'it�'L�y� �h3N ��:•.i�� �'•`�•J• 'i•��iii�'••^t'•:J•Jb`,J:'4: ti•:.i}%o:•t.:. p9L i�i.:j$t�ti:tiy4:!i��'\'�ti!y�•:•:�:•:•:�;:����ri4{ �iii' °�:�J�� 't••4{•��•W:y',!•1:,� Y\Ofti'•ri: 1 S •.. 3.•.•.}�' 'ryI_��i:•i.:Jy};.•.•J L•�•"CJJtt �O/� LLi.,L•a?',}, It:{�• •-•••\,�1 �'�. :t�•. "'f b'':: .•y�'I �J•y ••..LJ�W.0 11��a�•,•'O':. fi��•:::�i�.;}i}':.;:;ay..1:i{':'J:h:�.�\ ♦'``'`` J�^','ti�C}'v:i{:y.\4%a1{`••yLL"~�:•'Y';vCJjiJ}•.n�,\\L+{ti• C: - L: ••••t��.Y' J.`•;:� SJ I••:••••��L\`:•a`•'yyy'''�i•1�SW''"••-t.,V:'J. .1��ti 14i•0�:;J,.,;}~:'�'e• •.:Y��94i';•st7,i .�'•Ly1:`iL�.V C':{��,�t:•:�•�i• •::;1L� 1• "i'••:y{:•p°. •:•!"a?� ••1`tiJ•;••,;:;.,4•hi.��►��i•.•.•.' ,rti S!j:`::�.`y.•::C •:t�:�t; ,L���;:,. � 4 •v:,ti•.44• v;{;::^•;)}.\\ •\rti:• 1 f'.•y7:•••:,r•1•.d+Vii: J`:••t. �4 p:t v •'�:•'�1•..,.:y�:.,{?tip•:' ••4: ;}:laiitti'•ii si�• C}-.•�i.;ps{1 h � .L•'JJ:•. :?Wtt> COY ::\%i ��:•. �L4tJ. 1.OrP`J.� ✓.J"YO•y \;y}�L L• .0 $1[�'(' �� ':'j• �y,•'' •. •iY-�•i•. �'�JVO.•J:`�*}�.lF n•::}:4�. •�Q:\.J.'JO r1��;• ,9y,`_ ,� '}J•yC A; q'•ty •'•v` \ •• 14J W'•:;{•�•�.♦ L•L•q i• �.;q. V :A,y:•h•�•` . 4'''•'..}ti i��4�';.\•'%ti�••`.wJ�'•i:Vt••iCe'r`Ff%.\`JJi P• . •}'.i •.ti1y+•:Vaa��.�\`\i.}`�,:�'f�, Zv'' �y.��,•�u.•t1t�;:t Qat :�i'oi:;•�1. •'v .O 4a ��1`•O:J3 L't'Q:a•%_t�ra'n StYivyi•`•V'�\� � . . . . • • . . . • RN IiI .�i�w .•�� W v ��� •J7�!i�!vg'i£x the final link is reached, the lacing rope the drum weaving. The lacing rope is then should be temporarily secured to the initial secured tightly to the top rope. Top lacing link. can be done using the open links or by The bottom rope should now be tight- looping the rope under and over the top ened and retied and the staples or pins drum-lace rope (Fig. 11). removed from the top rope. The slack of Wire-wrapping the soil ball. Heavy wire tie-lacing should be taken up by working fencing or stiff chicken or hog wire can be counterclockwise around the ball at least used to wrap the ball in preference to or in 1 twice. All of the slack should not be taken conjunction with rope lacing (Fig. 12). (The up the first time around. Slack is taken up use of heavy wire fencing is illustrated in by pulling taut against the top rope and Fig. 40). The fencing should conform to the ' hard against the bottom rope. The lacing taper of the ball. After the ball is burlapped should be as tight as possible. Chain may in the usual manner, a section of fencing is be used in place of the top and bottom wrapped around the ball and the wire ends ropes, and a chain binder used in the final spliced together. The ends should be cut tightening of the top and bottom chains. diagonally so they lap smoothly. When Weaved-rope method. Two lacing meth- heavy wire fencing is used, it is tightened 1 ods can be used. In the first, the top and by kinking in order to draw it tightly against bottom ropes are positioned as in the open- the ball; a hay hook is helpful in kinking the link method (Fig 9). One end of the lacing wire. For very large balls the burlap and rope is attached to the top rope and laced wire wrapping may be supplemented with ' around the ball clockwise, going under and rope lacing for added support. If both meth- over the bottom rope and over and under ods are used, the rope lacing should be put the top rope until the ball is completely over the burlap and overlaid with the wire ' encircled. The lacing rope is then tied tem- wrapping. porarily and the operation completed by Breaking the ball free or undercutting. tightening the bottom rope and taking up Soil balls up to about 3 feet (1 m) in diam- ' the slack in the lacing rope as described in eter can be broken free by undercutting the open-link method. one side and tipping the ball over. If nec- In the second lacing method, the vertical essary, a rope can be placed around the lacing loops are layed around the ball at top of the ball and a pry-pole used to pull it even intervals and the :top and bottom over. After tipping, the excess soil from the ropes are threaded through the loops (Fig. bottom should be trimmed and projecting 10). The top loops are held temporarily in roots cut off.. place with nails. The bottom rope is Under most soil conditions, direct lifting threaded through the loops first and tied of large soil balls will fracture the bottom of with a bowline knot and two half hitches. the soil ball if all bottom roots have not The top rope is threaded through the top been severed. Soil balls may be undercut loops so that it lays 6 inches (15 cm) in by running a small steel cable around the from the edge of the ball. The ends are bottom of the ball below the burlap and secured with a square knot. securing both ends to a hook in the end of The starting end of the vertical rope is another cable running to a winch. When secured to the top rope and slack is taken power is applied, the cable cuts cleanly up as explained in the open link method. In underneath the ball, severing all small sandy soils, one or more additional side roots. ropes around the center of the ball may be When large roots are encountered, required to give the necessary support. undercutting can be done by placing a Top lacing. Except for soil balls consist- choker cable at the base of the ball and ing of loose and sandy soil, top lacing is working the cable through the soil with the unnecessary for balls up to 4 feet (1.2 m) aid of an articulated machine such as a in diameter. If top lacing is required, a 1/4- Michigan Loader (Fig. 34). A second pro- inch (6-mm) rope is run back and forth cedure for cutting off the bottom of the ball across the top to form a triangle. Lacing is to anchor one end of a cable securely to continues until there is a cross rope at each a steel bar anchored at the bottom of the space between the open links or loops of hole. The base of the ball is then looped D-9 ;1�i1i n � �� r•S�%y Y.4 / +ky,'•\,\e.+�.tuA.�.(�'�' .,5,1.y - +'\''y�+p.�.� 'L nC�v.:.-m�v \�� 1 : ••/ / / � \'�'v I�Sb%,a.•..�.'•.v 1\ ��h \ V •s`\•"•i svr'w\,.;.::: w� `�I.S�, �'' �yd;;.:\y"h"/ ui=•u� I- Y C .. .+ti v;:•\••S�`'4+�•yt @\yV{s\� s;y4�\ C k:.y.: �0�/t'ri ;i: �>;i n\s.., t\ ��%ko�:•:+`•\ , \'`:� ♦ ��.�k.1:y.4;� 1 :� v,yp:i :,v 't,' � •S a 'e^ - wk {., a +.�a \, r.� ,::4: '•:4.� Y.1 4•:v4•).:.. ��V•'"'.'•. •+: \:S. Y'`'f •��•t,1 \kS• \4:"• �w •4 .vet' �' ' I i'`�.1 i +\,•^i'' �`� �;`�+';4• t1 i:. �J'� +.•.)pp '••i.0}::•.\ `C}^ V�t"%y` :'+' :.:4+.°4 \ 9Y•u ." '1$: I ti` ,�J`*1\y;7'u'�.'••w:;h f�'':}I`t'.'`+`"�'!'''<'`\\ Il :;y "�\1`` I ts~'-+'•j ' ; 1'4 I`•�I� 4+.41 Y'4 •' � �v : ' +� 44, / v� t.'.� +.\`{ kI I .vIVCS\.ti� • }:t'% `"I `++\4 t ''"w' \\` "' + S •u"°''4'`,'"vt t°y`ilif y\v .•.•` CC v�•v 't v14, t` ♦ Ov Y `+ �G :+ V i :;a{�•...I ,1• • D�: li''.'.<J'�`i• .\\� \,'t•21•u•.\.+.rr`��w.�r::\v\ �+::+' ::;�.�I: �.?R�•`•\'.,h:{L;:\I;y,:o1 •3�. y�'j: .� �•'1 ncov? 'ti'':'�$ .'i"S.I i•'�"Ipv '.'. '`•V/ ••'.1 •:�!1 •.il,{S�' ..yam / '�.ti� .' ,�I iN`!ti"\N+ \,'i`t S.•.' IM ;g ::' ti, i{.. .:w�. FFF1 a•;:•�: '':J4'iI4.`: .L:vS �4 c•.::•'tl,. �.5y{ : ` V?I%.b: *`. :'c +I'''t X.-O: :•:'jq•.�j{;L(,:.I.... ♦•.•.Jtv: }::\ .♦,;.•:�:�w: I' % 4 ` F: •YV•=\L• .. •�pG v ./\L!J•%� tip:;:: y.+y..v1: 'v \\, K•: 'r. vi I�IN ttl,�:h.IV{':�"'''`:I ..;:�\``i�.e's•'..:J•{ til,�Iv:;:n{•?��+.:`f lT�: /,c`•,S:C.:,."�I\•+1, 4��'� ' �1llk'k`�f*� °''I 'trl�+, ':\">yC?I i.1w":•)'•.v�;;.. C\ w>V .;:'p[: .I•�{'f 1<I t• � L^ :�V;e} .•y .:;t t'k::,;',.� ..I S�:`•::1;:`'•,4 `.�I `• /':tl. ..�� I, •\ 1''''' I�\` i:�•.:•fG }t i• +uy S. .. •ii{,Yil.?I`t,:v+.•'!` 1 i� i:,` '`S"'..,:.. .c+'"; p"'? fEv a.;::•t>s \ r�.a: �!� •.•.:4\I' `�:. 'qi 41.ti (`•`'4 et,'ti l/,:;;^'{•t `'�.'�v`•��•c,-,� 1.��•'``.,:;\ �v:� a'�+�'%;y.`.,•tv::rl`_.,,. ..•ate �.`�°`,'�S �?�S� t".v'y .� •'w` / C'hL'1:4Se-y:'.YvQwL�' �� °"'•:CC y,. s' e14_:..F:'-C ^ ,x` \"`.4'�'+t�n;,'�tw+'�•'�i:'•�►',��w. r. sIY� K 4:ti e••iti}}, ^g •�� :.\�5+:•, , ,54�• +cam /"�yti�_��'`'•• '� AS'•'-ty(w"1GiSiw++.N]t�i"1� �:�_�v��� 1III yt4"�%� ��' ':�:y'LI}V.=? :+'`• ' :T?SS:. `��e1 ?•\ ,I, \' ? ba.` 2j,: '•u {��y� 8. ••y.s+ s •'tSV; nar"3u< \'•�'L 44 V a::�'/;.3/�'4 I}.".,', wl: E sG°. �•`' i Y.:•t" s, L ': iw •'�`••• Vsr 1 k..^ury: +�!\;Jf' isbk:•.•: K. fir' `b.* 1 ..:'1:� '•' ,' '' FVlfyk�i•:/�.� i `:•j'",J'' Stv,^hy, t'%k- L.��+ 't+.� �'.:i:'+:`i�.•.y+t"P.1 .n it•.; y : C••i f "/ 'yvj`J- tick f �'� / �\c:•< .��•• Y.J. > ,�. ) .�,. tll•`i. go • a y4C• fP x,�J`u+•,• I+ro,stl�' "wY �i;!t}I�s'�, ��$\ si•/J �sy fl• P/ Oif y^:I'II i♦!.L.•4'i4v:�`�3'{q sf �`t ••"4 1 � ^ter - . .• - - •• - .�:T•:'i`spy '• ., 'C%'"\\*4\\,���� • •. •' • '• . . - ` _ ��1a` � .\:_';1--=— -v•lye'`•` 7 r� AN OF ON i.lea ..1'... •. t Careful consideration should be given to species that transplants easily is success- determining whether or not the tree can be fully moved with a partial ball. The risk of ' moved successfully with reasonable assur- failure must be weighed against the advan- ance that it will survive. Is the tree accessi- tage of being able to move a lighter soil ble to heavy equipment? Are soil conditions ball. Some tree species, such as olive and suitable for digging and transporting the soil palm, are successfully moved with small ball? Are there roads suitable for transport- soil balls. ing to the new site and what is the best Before digging begins, a circle should be route? Can the branches be tied-in suffi- marked around the tree trunk allowing 12 ciently to clear utility wires, overhead inches (30 cm) in diameter for each 1 inch bridges, and narrow passages? What high- (2.5 cm) of trunk diameter. To provide way regulations must be followed? Permits space for top work, a trench at least 2 feet may be necessary, and large safety signs (0.6 m) wide should be dug. To avoid should be placed on the back of moving cracking or breaking of the ball, no one equipment and on the tree. should stand or sit on the ball after the Digging. Digging procedures are essen- trench is started. Exposed roots must tially the same for large and small trees. always be covered with moist burlap or Low-hanging branches should be removed heavy plastic to protect them from drying or tied in. Ball size will vary with tree size, out during digging and transporting. but an average of at least 12 inches (30 Burlapping. The procedures outlined cm) of ball diameter should be allowed for earlier for smaller plants should be fol- , each 1 inch (2.5 cm) of trunk diameter lowed. Ten-penny balling nails are used to measured 1 foot (30 cm) above the ground. fasten the folds of burlap on larger plants. After the ball has been dug, as much soil Large balls of sandy or loose soil may as possible should be shaved off, but the require double wrapping with burlap, and majority of lateral roots should be con- the bottom of the ball may need to be served. wrapped and bottom-laced after breaking ' In most soils the majority of fibrous roots the tree loose with a tree mover. If the tree are in the top 16 to 20 inches (40 to 50 cm) is to be transported in a horizontal position, of soil; thus proportionately less depth but the top of the ball should be wrapped and greater diameter is required if the essential top-laced. root system is to be included. The physical Rope lacing. The procedures outlined requirements of many soils, however, earlier for smaller soil balls should be fol- require a greater depth to insure that the lowed. The following rope sizes are recom- soil ball will not fracture during transport to mended for large soil balls: the new site. General guidelines for ball diameter, depth, and weight are given in Diameter of Ball Top and Bottom Ropes Lacing Ropes , Table 5 and are based on an average loam soil. With soils that fracture easily, the next (K) (m) (in) (mm) (n) (mm) larger diameter and depth should be used. 4-5 (12- 1s) 1/2-5/6 (13- 16) 1/4- 1/2 (6- 13) Occasionally a large dormant tree of a >5 (1.5) 5/e- 1 (16-25) 112-5/8 (13-16) Table 5. Guidelines for size, depth, and weight of soil balls for large trees. ' Approximate Tree Ball Ball weight of diameter size depth ba0 and tree in (cm) ft (M) in (M) (U.S. tons) (Metric tons) . 5 (13) 4.0 (1.2) 30 (0.76) 1.5 1.3 6 (15) 5.0 (1.5) 32 (0.81) 2.4 2.2 7 (18) 6.0 (1.8) 34 (0.86) 3.7 3.4 8 (20) 7.0 (2.1) 36 (0.92) 5.4 4.9 9 (23) 7.5 (2.3) 36 (0.92) 62 5.6 10 (25) 8.0 (2.4) 38 (0.97) 7.4 6.8 11. (28) 9.0 (2.8) 40 (1.02) 9.9 9.0 12 (31) 10.0 (3.0) 40 (1.02) 12.2 11.1 D-12 ' IAdditional horizontal ropes around the ball mounted on a truck chassis. They can be may be needed if the soil is sandy or loose. rotated 360 degrees and extended to 25 to A 1/4-inch (6-mm) chain and load binders 30 feet (S to 9 m) depending upon the can be substituted for the top and bottom weight of the ball. The labor involved in ropes in drum-lacing the ball. After the links loading and unloading heavy trees is mini- are in place on the bottom chain, the binder mized and is less hazardous for the work- is tightened. The ball is then laced as tightly ers. as possible and the top binder tightened. In past years, some arborists have lifted Undercutting. The procedures pre- and moved trees about by a direct lift from sented in the previous section on breaking the trunk. This method is not normally rec- the ball free or undercutting should be fol- ommended, but might be used in unusual lowed. A rope should not be used to pull circumstances. One or two heavy steel pins the tree over. A rope tied high on the trunk are inserted through holes drilled through can cause severe bark injury if the bark the base of the trunk. Two slip hooks should slip, as it does in the spring. If rop- placed over the ends of the pins are ing the tree becomes necessary, the trunk attached to crane cable n efor lifting for lifting ad hould be well padded. (Fi g• ) Removing the tree from the hole. The can injure the trunk and break the soil ball, method used to remove the tree from the especially with heavy sandy soils that have hole varies according to the combined not been given adequate support. 1 weight of the ball and tree and the equip- With the availability of heavy hydraulic ment available. A crane should be used equipment, especially cranes, arborists find when moving a tree with a ball 4 feet (1.2 it best to apply lift support directly to the soil m) or more in diameter. It may be neces- ball, using chains and/or supporting slings ' sary to block or jack a truck-crane to pre- to lift and maneuver. Secondary supporting vent the front end of the truck from raising. ropes or cables around heavy padding on Several types of cranes are quite versatile the trunk are used to balance and partially ' in lifting and placing heavy balls onto flat- support the top (Fig. 14). bed trucks. Some heavy-duty types are Protecting the tree. The tree trunk capable of lifting a 7-ton ball and are should be well padded where the cable is ' 15/16" DIAMETER HOLE _ 2ND PIN AT RIGHT ANGLE I" TO LOWER PIN FOR LARGER TREES 11-1' DISTANCE f BETWEEN PINS \l 7/8" DIAMETER HARDENED STEEL PIN I ' ABOVE e BALL OF TREE Figure 13. Pin method for lifting large trees. D_13 iT�•L�AS�„?-�y„'w.�-mac '� e .y \ \(\ _ '"'s �yv4 i-. a7 �.iY^y.P FJ{{i''''1{'++ate• , - 1 _ _ s 3�? 15j � ,w•• pia _c _ ; _ �-� Wit ✓f M, � h� a 1rt+ 1. • �3S �� -L. � g bry �� _ - ,� I � r _y 5�` .a� �-�1< f �.C��1•�aft � _ � r . 9 !�- n'!° `l ;F3,�cRti4�•1rv'` �„�••y�x'°y9"1','WI�`'._ - - fl•��r F � ! to be attached. Strain on the trunk should high, or old railroad ties can be used to be avoided as much as possible. Branches make walls or bins in which to stockpile should be tied-in as soon as the tree is large trees. Wood chips and sawdust are pulled over to avoid any breakage. The relatively inexpensive and, with some pre- inside curve of bent branches is subject to cautions, are satisfactory for filling in buckling of the bark, and bark on the out- around the stockpiled trees (Fig. 15). side curve can easily stretch or crack and Because fresh wood chips and especially cause the death of the branch. Large sawdust can produce a large amount of branches should not be so severely heat, provision must be made for heavy bent that the bark slips. watering if and when temperatures in the Above-ground storage. If a balled tree backfill approach 90'F (24'C). will not be planted immediately, the soil ball A bed of wood chips and sawdust is must be protected from drying by the sun rapidly reduced through decay. Conse- and wind. Balled and burlapped trees of quently, bins should be refilled when nec- considerable size can be stockpiled well in essary to keep the edges of soil balls and advance of planting near their permanent the roots that grow out of the balls covered _ locations. Trees set in an area with good to prevent drying. Careful and frequent surface drainage and covered with fresh watering is necessary for large trees held in wood chips, sawdust, or peat can be main- such restricted areas. If the trees are tained for 1 or 2 years if necessary. stored for several months, a dilute solution Three layers of loosely laid concrete of a soluble fertilizer should be applied to blocks, wire fencing 24 inches (60 cm) the tops of soil balls two or three times dur- oe r r a..nii'(�^lodj.c' �t. 2 Photo credit: Frost& Higgins. Figure 15. Wire fencing can be used to make a retaining wall to hold a balled tree for above-ground stor- age.The tree has been guyed to prevent movement in high winds. Tar paper around the outside wall pre- vents drying of wood chips and helps retain them. 1 D-15 ing the growing season. is finally going to be moved to a site, the Special care should be given to prevent outside of the"soil ball should be wet and desiccation and loss of the new roots covered to prevent desiccation and break- formed in the wood chips. When the plant ing of tender roots. I r 1 TREE AND SHRUB TRANSPLANTING MANUAL E.B. Himlick 1 Fdited,Printed and Distributed by the International Society of Arboriculture , 1 1 1 1 D-16 ■ TRANSPLANTING PLANTING PROCEDURES Transplanting causes extreme stress on permit extra room to work the backfill in to ' landscape plants and even when done cor- avoid air spaces. To eliminate settling, the rectly is a difficult procedure. Even under bottom of the hole should be undisturbed accepted nursery practices, less than 5 soil so that it will give solid support to the percent of the root system are likely to be bottom of the ball. All sod and clay subsoil moved with the tree (30). The imbalance taken from the hole should be discarded. between the root system and the crown The good topsoil should'be saved and results in a long period of stress and slow used as backfill. growth. Failure to observe fundamental and If the planting hole has vertical sides and established procedures results in slow is only about 25 percent larger in diameter recovery or poor plant survival. The same than the soil ball, the volume of the backfill basic procedures are used for both balled soil is equivalent to only two-thirds of the and burlapped and bare-root plants. Care- soil ball volume. A significant modification ful attention should be given to digging the in the development of a plant hole was sug- hole, ensuring proper drainage, placing the gested by Watson (30) who suggests that plant in the hole, and backfilling around the the sides of the hole should slope toward roots or soil ball (27). No plant should be the bottom, with the top of the hole ' planted deeper than it grew at the origi- enlarged. When the diameter of the plant- nal growing site. Elevating the plant 1 or ing hole with sloping slides is expanded 2 inches (2.5 or 5 cm) may be less injuri- two or three times the diameter of the soil ous than planting it 1 or 2 inches too deep. ball, the backfill volume is increased 150 to The top of the ball should be placed at or 400 percent of the soil ball volume. Not near the final grade level. only is the backfill volume increased Digging the hole. If possible, planting tremendously over the original soil ball vol- t holes should be dug in advance to speed ume, but the well aerated surface soil is up the planting operation and shorten the time the plants are exposed to adverse conditions. The planting site can be heavily mulched with wood chips or straw before the ground freezes to insure frost-free con- ditions at planting time, but the mulch should be removed at the time of planting. Mulches should not be incorporated into the backfill or planting mix. If the hole is dug in cold weather, it should be filled with straw and the mound of removed soil cov- ered with straw to prevent freezing. Bare-root plants should be placed in a hole both wide and deep enough to accom- modate the entire root system (Fig. 20). The roots should be straightened to pre- vent doubling-under, crowding, and cross- ,,.: k ing of main roots. Roots that may later ' girdle the main roots or trunk should be cut ' . off with sharp pruning shears. 'trc..�� Balled plants should be placed in a hole ' at least 1 foot (30 m) wider than the soil ball - to allow enough space to permit loose backfill to be worked down and around the Figure 20. Bare-root planting. The planting hole should be wide enough to permit a minimum of 1 ball. Larger soil balls should have 1.5 to 2 to 2 feet (30 to 60 cm) of backfill of good topsoil feet (45 to 60 m) of space around them to beyond the tips of the roots. ' E-I increased up to ten-fold in volume (Fig. 21). In poor drainage areas, 4-inch (10-cm) Research is under way at the Morton flexible black plastic drainage tubing may ' Arboretum, Lisle, Illinois, to determine the be used to drain water from the bottom of effectiveness and value of increasing the the planting hole. Perforated plastic tubing size of the planting hole with sloping sides. may be used in the hole to collect the water , Plants should not be planted deeper (Fig. 22). Another solution is to dig a trench than they were in their former location. starting at the edge of the hole and going An allowance should be made for settling out several feet toward a lower grade and when bare-root plants are used. When fill it with sand or pea gravel. The trench will balled plants are used, the top of the ball help transport excess water away from the should be flush with the final grade. If the soil ball. Only tree species that tolerate long ' site is poorly drained, it may be necessary periods of water-saturated soil should be to plant above grade on a slight mound. A planted in sites where poor drainage or a broad mound of soil should be placed seasonal high water table cannot be cor- around raised soil balls and the mound rected. should be level with the surface of the soil When extremely poor drainage exists, a ball (Fig. 22). Mounds are very difficult to vertical m plastic pipe can be backfill and inserted into the water properly. Drainage. Good water drainage from the pumped out periodically. Pea gravel can be bottom of the hole is very important for root used in the bottom of the backfill so that regeneration and root penetration into the excess water can be directed to the base ' native soil. Poor drainage accounts for high of the vertical pipe. losses in transplanting. As much as one- Clay fill soil is often buried beneath top- half to two-thirds of the backfill soil is often soil around the foundation of homes with waterlogged during rainy periods. Solving basements. A thick layer of heavy clay soil drainage problems may be expensive, but stratum at the bottom of the planting hole it is essential for acceptable plant perfor- may require the installation of a tile drain or mance. the drilling of one or two deeper holes The need for correcting a drainage prob- through the clay into the original topsoil. lem should be investigated before the tree The drilled holes can be filled with pea is planted. To determine if poor drainage is gravel, sand, or loose friable topsoil. In a problem, a hole should be drilled or a sites where clay fill was spread over the small post-hole dug near each planting site. original topsoil, the plant hole should be Water is then poured into the hole and the dug out to the original topsoil level and , drop in water level observed for 30 min- refilled with soil similar to the original top- utes. If the water level does not drop appre- soil. ciably, drainage may be a problem, Evergreens, especially Taxus and particularly during wet seasons of the year. broadleaf types, require better drainage A more accurate measurement can be than most deciduous plants. Small ever- made by refilling the hole the following day greens in bed plantings may require the and measuring the drop in water level; a installation of a drainage system. Flexible, drop of 0.1 inch (3 mm) per hour is slow perforated plastic drain tubing is relatively and 5 inches (12 cm) per hour is rapid. easy to install. The tubing must drain to a y .s�1� )' -.wP.\1ili� •aC^ °vt��7.;'L� ��';=fYh3r To Stabilize - ' •;•. ". :: Root Ball Compacted ,.a v a v J a d . v# h . Subsoil b. ._ D:��< a'. IP :t 3 Times Root Ball Diameter Figure 21.The planting hole should be shallow and wide,as Illustrated,to allow for optimum root growth ' after planting. Planting trees too deeply Is a common problem. E-2 , 1/3 Root Ball Above Grade ..ar,'T To Stabilize Root Ball Compacted i: y,;. Subsoil ':ii3._..,:._ .- ..:.4�r.:'.:.:':...•.'..`rr_.:...:c:.[.:.. . .... G:. ! 3 Times Root Ball Diameter Perforated Pipe for Drainage Figure 22. Where adequate drainage Is a problem, either elevate part of the root ball above grade and gradually slope the soil around it as in the upper illustration, or provide a drain to a lower point as in the ' lower illustration. lower level or be attached to another under wrapping. drainage system to carry away excess soil With forethought, the proper orientation water. A 3-inch (8-cm) fall per 100 feet (30 of large trees moved with tree movers can m) of tubing is a minimal grade slope to be obtained. When the planting hole can- ! obtain water flow. . not be approached in the desired direction, Low areas with heavy soil should always orientation may be accomplished in the be drained when economically possible. hole. Some mechanical tree movers do this Standard field tile or black, perforated flex- easily. With others, a rolling hitch attached ! ible tubing are satisfactory for draining beds to one side of the ball and pulled with a or for intercepting seepage water. The sys- vehicle will turn the tree. tem should drain to a suitable free outlet. If plants have not been studied in the Dry wells or French drains are seldom nursery before the branches were tied-in, effective or worth the labor and expense the branches must be released before final involved. Attachment to a storm drain may orientation, particularly when the plant is ! not be practical or possible. Storm drains not symmetrical and must be oriented for may occasionally back up and flood the tile the best landscape effect. When possible, system. the plants should be marked for final orien- Setting the plant in a hole. In general, tation before the branches are tied-in. plants should be transferred directly from Removal of burlap. After the soil ball is the truck or mover to the hole. Shrubs, in the hole, the burlap should be removed evergreens, and small trees may be trans- from the top and sides of the ball but not ported from the truck with a hand cart or from beneath the ball. If removal of the onto a platform that can be skidded or burlap will result in the soil crumbling, the rolled to the hole with planks and rollers. burlap should be rolled back only from the A tree should be oriented in the hole so top and slit along the sides with a sharp it faces the same direction as it did when knife. Heavy or treated burlap or plastic dug. Positioning is especially important for must be removed because these materials ! thin, smooth-barked tree species. If the tree form a moisture barrier around the ball. cannot be oriented as before, perhaps Treatment of a crusted soil ball. Plants because of obtaining proper branch form dug several days previously and not prop- for visual balance, the trunk should be pro- erly cared for may arrive at the planting site tected from sunscald as discussed later with the outer inch or so of soil dried out. A E-3 .. . . . . .. . .. .•.. .. . • • •. .. �f\f� f4 e)� `�i,rnt +\ -1<�✓�. i-W �, ''Y� ^ Y t Zr s_+,a..ey \ - `\�r� 1.-�.r ; T.v ;ae r,)"c•e:y;;+xE�-d s• ; � ry t "� � i i � a•`}i�FyS"�( r i S '�1Y i Si �.� UP �a�"}ryl�S•~„i"p .�j J .. �,�..,�( Aix _e 3f u rj , .'> ! s2 hr �� �' r?c� �� J*'—F, '� 7tir, -i Y"r Zf� tL ?S X Thrz✓ � y,4�yM `a :CJ" '�'gsty� :� • �r.,.s.' .Stir �y+,f� a. kx - � ..,..:,. t �> !e Y •CJr�T by i r7�`p t ['� ti YT'ry!r�.'k'���+-,f'' D� �. .-�i(''�'i-�- '� �� ,�, �["� v,'Xy i� � �4!2Yt `•y A ).�f)'T�s��Sihns� �'+e• Yn-L'°Y'.,� ,i,"�` .r��'^' �� y��t�.� `� � rte.'.' f� -� �,:� •'a ���lf'_G�bY��k� �trrnrSy P f��v�� •jr1'��Y+R.\+S t•a i-':.f 'a iA'' J.,�'C'rr � ��4�%, "�.'ir�✓1J5`nZ fury ��'Y' �.t�z'��J r�l�•�. try i x. x �1•_T r .)`.}- ,. . , ? �• ''� �•h'x.��A.is;�.�et'�F,������ •�"�'Q�SE���geYS�Z�� � �qr - � a a 14 Y"I t vil, . ............. 09 . .......... Car. Yj MA, �,� )," ,. •t•?o °• i�.�.:. a -'! - +•• FZ.L"w"�(jr�rk"-a.`'+c fj••�i.V: a � w of St yr-.� / to a� • 1 � � �y�l�(1J.4ii/t/ r �d<{ ��a - •tit 'S`�'�G.� 1 3 f'j 1 �I Kb�yr+ • .. '.a..,,? ajt,•i,4 �S -a x t! ��'•�,xli" r:.i� ;.n. are ��F n r;tt♦ �': Kr, fss silo Zt VL .v , Lei /•'w'�aT'W O:F w � W �� ifs^♦. fir* i.��--a•' � -<�a'� t ' ♦. :� �+7'��� �? •�..° :Jt . air+.r. > r . _ �• ...— Vic:?-���. l/1t`�:fN.c ?9�•:ti • •. a Soil balls less than 4 feet (1.2 m) in will almost totally exclude the air required diameter. The ball should be positioned so for root development. If the soil is quite that its weight keeps the tree in a perpen- moist, only enough water to settle the soil dicular position before backfill is added. should be added. The backfill should be worked around and Soil balls over 4 feet (12 m) in diame- beneath the ball so that no air pockets ter. The branches on a tall tree should be remain. The addition of soil alternating with untied and carefully top-pruned before the tamping:should continue until the hole is tree is set upright in the hole. It is especially half full. Water is then added to partially fill important that a large tree be straight I the hole. After the water has soaked into before backfilling begins. The tree may be the soil, backfilling with less firmly packed guyed at this stage if the ball is unstable. soil should be completed and a soil dike The procedures for backfilling described raked around the margin of the hole to above should be followed and the same facilitate watering later. precautions should be taken regarding The amount of tamping and watering excessive tamping and over-watering of I depends on the soil type and its moisture heavy soils. Figure, 24 illustrates the mov- content. Heavy soils should be modified ing of a large tree. and lightly tamped because heavy tamping TREE AND SHRUB TRANSPLANTING MANUAL ' E.B. Himlick Edited.Printed and Distributed by the International Society of Arboriculture E7 PROTECTION OF TREES AND OTHER VEGETATION ' DEFINITION Protection of desirable vegetation from environmental and mechanical injury during construction activities. PURPOSE To protect desirable trees and other vegetation that have value for erosion and sediment control, shade, aesthetics, wildlife habitat, dust control, noise abatement, oxygen production, and nutrient and water cycling. �. APPLICABILITY ' On all construction or grading sites. PLANNING CRITERIA Inventory the development site and clearly mark the trees and areas of other ' vegetation to be saved. Consider relocating streets, houses or other structures, driveways, utility corridors, foundations, slabs, graded pads, or other improvements if necessary. I Criteria useful in Determininfl the Trees to Save Freedom From Disease and Rot- good, healthy trees. I • Life Span of Trees - Aspen and Lodgepole Pine are shorter lived and less valuable than Jeffery Pine, Incense Cedar, and Sugar Pine. Aesthetic Value - such as autumn foliage, flowering habits, spacing, disfigurement, etc. • Wind Firmness - Trees that have been growing in a close stand may blow over easily if suddenly exposed to the full force of the wind. Thinning may stabilize the stand for better wind firmness some years in the future. Wildlife Values - habitat for nesting, feeding, or shelter of birds, especially rare and/or endangered species. Habitat, food supply, or shelter for mammals. F-1 • Shade- Deciduous trees provide cooler shade in swnmer and less shade in winter than do conifers. • Sudden Exposure- to direct sunlight and ability to withstand radiated heat from proposed buildings and pavement. • Space Needed - for future growth and relationship to electric and telephone lines, water, sewer or gas lines, driveways, etc. Criteria for Protecting Remaining Trees • Mechanical Damage- Fencing or other barriers shall be installed at the ` drip line of the tree branches (Figure 1). More substantial barriers may be required for trees within 25 feet of a building site. • Boards- shall not be nailed to threes. • Feeder Roots - shall not be cut in an area inside the drip line of the tree ' branches other than provided below. • Damaged Trunks or Exposed Roots - will not be painted. Care for , serious injury should be prescribed by a certified arborist. • Encroachment Into the Drip Line - for a distance equal to one-half of the drip line radius, but no closer than 5 feet shall be permitted on one side of the tree only, if such encroachment will allow the tree to remain for landscaping and the encroachment is conducted with minimum ' disturbance of the ground surface and tree roots. • Drainage Systems- shall be placed under all fills over one foot deep within the drip line as allowed above. Such systems will allow both air and water circulation and supply in the root zone. • Tree Limb Removal - when necessary, shall be done in accordance to the National Arborist Association's standards for pruning. A certified arborist should be consulted. • Grading- in the root zone shall be above the level of feeder roots. No feeder roots shall be severed, nor shall the soil around them be severely compacted. • Pavin - within the drip line is prohibited, except as provided above. Criteria Useful in Determining Other Vegetation to Save • Health and Vigor- vigorous, healthy vegetation. • Aesthetic Value - color and variety of(lowering species, color and type ' of fruit, color and appearance of dormant plant and size, spacing, and form of the vegetation. F-2 t • Wildlife Values - habitat, nesting sites, feeding, and shelter for birds and I mammals, especially rare and/or endangered species. Soil Stabilization - vegetation with surface networks of roots and some stout deep roots are desirable. Species Represented - unique species or associations of species. Lifeform Composition - a mixture of shrubs and ground stabilization and the best aesthetic impact. Difficulty of Re-establishment- revegestation with the same or similar species of native plants can be costly and difficult. ICriteria for Protecting_Remaining Veeetation Fence area to prevent undue traffic. • Utilize common utility trenches. Place building materials inside of the foundation or on driveways, etc. Build driveways and parking areas first, work from these areas. Do not place fill material over root systems. ' • Foundations and other work should not interrupt or intercept groundwater flows which provide water to the vegetation. Cuts and fills steeper than the natural angel of repose will destabilize a slope, which can then undercut or slough into desirable vegetation. 1 .1: ' F-3 v, DRIP LINE 1 1 INCORRECT CORRECT ✓� TREE PROTECTION FENCING If j i t. DRIP LINE \ I � DRIP LINE MIN. 4° PERFORATED DRAIN PIPE W/DRAIN ROCK G MIN. AROUND PIPE 5" 5' VERTICAL PIPE , t FILL ENCROACHMENT WITHIN EXISTING GROUND ir DRIP LINE PERMITTED ON min. ONE SIDE ONLY ' ISOMETRIC SECTION TREE PROTECTION IN FILLED AREAS PROTECTION OF TREES AND OTHER VEGETATION �. FIGURE 1 F-4 x- - �-j•STATE N(GHWAY=' s ,� _._ _ --- -AVE-�IU�-� . ._. I9 16 to ; 13 G26 0- 9 0 1 H X20 \• 35 37 3y — 32 -o 0,36 r . o-33 s N o--27 30 31 C o p2 • r 53 '56 2B - � . ,.q, o-57 a .sr ••` do/Z/`► yl 60 55 �+ 3 so _ - o% 6�o� •c � 2�a0,• �. rM�,'"�,II 5a—o o—S1. 0-49 i - 20 4190 at 1yb ti o-�-46 BVO 'V o•,'9—o p� � c t56 t59 41 ut,mss ,;°�i'95 \ yy O 9P fI! 96 1 450 aw um dw STATE HIGHWAY 30 Subject Sit? G1 r t t tRESPONSE TO COMMENTS ON THE INITIAL STUDY/MITIGATED NEGATIVE DECLARATION FOR THE PROPOSED PATTON STATION GPA No. 98-03, CUP No. 98-14 (SCH# 98061105) 1 AUGUST 1998 ' 09/08/1998 Item 936 1 1 ' RESPONSE TO COMMENTS ON THE INITIAL STUDY/MITIGATED NEGATIVE DECLARATION ' FOR THE PROPOSED PATTON STATION GPA No. 98-03, CUP No. 98-14 ' (SCH# 98061105) ' This document contains the comment letters received during the 30-day circulation period of the Initial Study to support the adoption of a Mitigated Negative Declaration for the Patton Station, and the responses to those comments. ' California Golf Holdings, a California Corporation, is proposing to develop Patton Station, a golf course and recreation/commercial mixed use development. The proposed project is comprised of two ' separate sites that will be used in the development of the project. The sites are generally located north and south of the Patton State Hospital, in the City of San Bernardino along Highland Avenue, between Victoria Avenue and Orange Street. The "North Site" is leased from the East Valley Water ' District and the "South Site" is leased from the East Valley Water District and the State of California. The project will be comprised of a 12-hole golf course on 73 acres of north Patton State Hospital property; and a driving range, golf teaching area and putting course, hotel and conference facilities, ' restaurants, and shopping center on 38 acres south of Highland Avenue across from Patton State Hospital. ' The Initial Study for the proposed Mitigated Negative Declaration was circulated to the State Clearinghouse for a 30-day review period beginning on June 22, 1998 and ending on July 23, 1998. A total of eight letters were received during this review period, providing comments on either the project or the Initial Study. The letters have been numbered, and within each letter the individual comments are numbered. Following each letter are the responses to each comment identified in the letters. The letters are presented in order by date. Additional comments were provided by City staff during June and July, 1998 Environmental/Design ' Review Committee(ERC/DRC) meetings. Those comments have been incorporated into the project design. The Tree Removal Permit application (No. 98-02) evaluated in the Initial Study has been separated from the CUP and GPA application process at the request of the City. At the request of ' the City Public Services Department, Refuse Division, the estimated solid waste to be generated by the project is increased to 35 cubic yards per week for purposes of bin enclosure and compactor design criteria and subsequent plan approval. These additions/revisions to the Initial Study, by ' incorporation herein, do not result in any changes to the number of identified potential impacts, the evaluated levels of significance of impacts, or the need for any additional mitigation measures. ' The responses to these comments have been prepared as required to be in compliance with CEQA. These responses and the additional information provided are hereby incorporated into the Initial Study and have been used in developing the Mitigation Monitoring and Compliance Program to be ' adopted for the project. The comment letters and responses therefore comprise a portion of the final G:ProjecW422.001Response to Comments 7/30/98 1 ' project documentation submitted to the City of San Bernardino for CEQA compliance and consideration of project conditions of approval. Letter No. Letter Date Signed By ' 1 June 24, 1998 Southern California Association of Governments J. David Stein, Manager 2 July 6, 1998 California Department of Transportation(Caltrans) Linda Grimes, Chief 3 July 10, 1998 Morley and Barbara Barsky 4 July 15, 1998 Serrano Band of Indians of San Bernardino Goldie Walker ' 5 July 22, 1998 Asher Investments 2, Inc. W.L. Asher, President ' 6 July 22, 1998 Barbara and Morley Barsky 7 July 24, 1998 South Coast Air Quality Management District ' Catherine L.Wasikowski, Director 8 July 24, 1998 Southern California Edison ' Ray Gonzalez, Region Manager II ,I ' G:Projects/422.00/Response to Comments 7/30/98 LETTER 1 1 June 24, 1998 OUTMERN CALIFORNIA Mr. Joe Bellandi, Associate Planner City of San Bernardino Planning and Building Services Department =' 300 North "D" Street San Bernardino, CA 92418 ISSOCIATION of RE: Comments on the Notice of Preparation/Initial Study for the GOVERNMENTS Patton Station Project- SCAG No. I9800329 ' Dear Mr. Bellandi: ' Main Office Thank you for submitting the Notice of Preparation/Initial Study for the Patton Station Project to SCAG for review and comment. As areawide BTB West Seventh Street clearinghouse for regionally significant projects, SCAG assists cities, counties Zt FI°°` and other agencies in reviewing projects and plans for consistency with Los Angeles,California regional plans. 900.7-3435 ' In addition, The California Environmental Quality Act requires that EIRs 1(213)236 a800 discuss any inconsistencies between the proposed project and the applicable 1`1213)236 1825 general plans and regional plans (Section 15125 [b]). If there are inconsistencies, an explanation and rationalization for such inconsistencies www.scag`a.g°V should be provided. nr+cnt:•F.a:etm:M„<r.bM1 dm<��.cm nr I •Fnu Vlce Prad<n<.SUr<nlwrYV°nne "';dt��` nm ;ao a; o” Policies of SCAG's Regional Comprehensive Plan and Guide which may be w u.mlm. � Imm<an�< n:� naa.m: 1-1 °r<nd+°r 1ud,Rat<k.Pmmn<nnmy applicable to your project are outlined in the attachment. We expect the DEIR d �� Y m .� P m`° ' to specifically cite the appropriate SCAG policies and address the manner *(a P M° dW Meel¢,.mm,<R<nM1_+i,<Rwhe, in which the Project is consistent with applicable core policies or eeM Cwmry'Nchard Nuton.la Meeks RitLtN Alunrm.�,M=dn Fle�n My<,. supportive of applicable ancillary policies. Please use our policy numbers R+rmnd[u Eo6 R+Nn�.M°nmN+• Nua ^^° °°'�° to refer to them in your DEIR. Also, we would encourage you to use a I*h wl Rem+m,W M[elm MCen "°"""+a •°m'm ''W Mgdt+Drummo P U+niel,. nd. side-by-side comparison of SCAG policies with a discussion— of the u+mm �po°[ consistency or support of the policy with the Proposed Project. e_1-1. W+ Media W— G—', I+cLe Gddbcry,Ln MB, Gul+nd m°, In`I "°d • MI1< """eta. W Please provide a minimum of 45 days for SCAG to review the DEIR when this Rv Ndacn. tu+ An' kl • [sin .k4M1:Denney•"r I"i 0 AINMy 1, W, Mgdn•Dane Mh document is available. If you have any questions regarding the attached k Geor[< Nak+n°.T°rrmce Pam Lnu Mm4 lem,Oropev.Inng comments, please contact Bill Boyd at (213) 236-1960. m"IC<Pte.nt°N+e<.•MaA Nan- .W.Meeks•P+nn Nn¢,Ouemon 'xlud Nvdm.W MgtM M.mllu Slu.. "°np<m•Rudy BmrlvitM1.la Angeles Ircl Sincerely V+ E.W Media•NY N'ak<n, Mg<Iet• f WW—.41+b+ua Au1 Le. 5°uiM1 • ry °f Orme<: Will... 5¢Intc 011." wnq•Ln<A,° .,Nn 0—.1, R—N¢+, n,ALmlloa•M Rrown,B.—P+rk•I- Re"M1 Nchard gaon,Wt Fom J. DAVID STEIN d u.vYae Wza Wvbk. Nrenlee Manager, Performance Assessment and Implementation It,e,•Rm WvMee.N.<na<•Nw<.roe+. a..•Pm MLans.Temaa�k d sb www.o: Lm waua. sn dlo° C°ml, • EIII Alnt n m Paimi p INa 481ey.T.emyNM Palma • Pwn„+n.FmYna•I..Mn ca+a,.cone ."•c..m Plorloo-wrr,.cN�wua•NM e.rew.N,eMUa d Vutarc Ndl MV<la.Vmmra(gin. ba.Tkawud 0A, kdm Md—. N°L•Tm Yame.Pm Nuem„e 1 June 24, 1998 Mr. Joe Bellandi ' Page 2 ' COMMENTS ON THE NOTICE OF PREPARATION/ INITIAL STUDY OF THE PATTON STATION PROJECT ' (CITY OF SAN BERNARDINO) PROJECT DESCRIPTION ' The proposed Project involves the construction on the former Patton State Hospital property of the ' following uses: a 12 hole golf course, pro shop and deli, putting course, driving range, 200 room hotel, 13,300 square foot conference center, 4 restaurants and a sports bar, and 30,400 square feet of commercial/office space. Two sites are involved: 1) a 73 acre site north of Highland Avenue between Victoria Avenue and Orange Street for the golf course; and 2) a 38 acre site south of Highland Avenue, west of Central Avenue for the remaining uses. ' CONSISTENCY WITH REGIONAL COMPREHENSIVE PLAN AND GUIDE POLICIES The Growth Management Chapter (GMC) of the Regional Comprehensive Plan and Guide (RCPG) contains the following policies that are particularly applicable and should be addressed in the Draft ' EIR for the Project. 3.01 The population, housing, and jobs forecasts, which are adopted by SCAG's Regional Council ' and that reflect local plans and policies, shall be used by SCAG in all phases of implementation and review. ' 3.02 In areas with large seasonal population fluctuations, such as resort areas, forecast permanent populations. However, appropriate infrastructure systems should be sized to 1-2 serve high season population totals. 3.03 The timing, financing, and location of public facilities,.utility systems, and transportation ' systems shall be used by SCAG to implement the region's growth policies. REGIONAL GROWTH FORECASTS ' The Draft EIR should reflect the most current SCAG forecasts which are the 1998 RTP (April 1998) Population, Household and Employment forecasts for the San Bernardino County subregion and ' unincorporated San Bernardino County. These forecasts follow: i 1 - i , ' 2 ' June 24, 1998 Mr. Joe Bellandi ' Page 3 SCAG 2000 2005 2010 2015 2020 SANBAG Subregion Forecasts Population 1,772,700 2,005,400 2,239,600 2,512,800 2,829,800 ' Households 565,000 639,200 716,800 805,700 904,900 1-2 Employment 617,000 734,800 860,700 983,400 1,103,600 Con't ' SCAG 2000 2005 2010 2015 2020 ' City of San Bernardino Forecasts Population 193,600 208,200 223,400 239,900 256,400 ' Households 62,200 67,100 72,300 77,700 83,800 i Employment 96,600 105,200 114,900 124,000 134,600 REGIONAL TRANSPORTATION PLAN POLICIES I , The Regional Transportation Plan (RTP) also has policies pertinent to this proposed project'. This chapter links the goal of sustaining mobility with the goals of fostering economic development, ' enhancing the environment, reducing energy consumption, promoting transportation-friendly development patterns, and encouraging fair and equitable access to residents affected by socio- economic, geographic and commercial limitations. Among the relevant policies of this chapter are ' the following: 4.01 Transportation investments shall be based on SCAG's adopted Regional Performance 1-3 ' Indicators. 4.02 Transportation investments shall mitigate environmental impacts to an acceptable level. ' 4.03 Major Investment Studies and other studies of regional transportation facilities shall include consideration of freight movement. 1 4.04 Transportation Control Measures shall be a priority. See Endnote. 3 1 1 June 24, 1998 Mr. Joe Bellandi Page 4 ' 4.05 The Regional Transportation Improvement Program (RTIP)shall be developed using the RTP as guidance, and approval shall be based on its implementation of the RTP. ' 4.06 Implementing transit restructuring, including Smart Shuttles,freight improvements, advanced transportation technologies, airport ground access and traveler information services are RTP tpriorities. 4.07 Projects proposed for the Regional Transportation Improvement Program (RTIP) that do not ' indicate a reasonable phasing of construction between segments will not be approved. 4.08 Commercial airport capacity shall be expanded to serve passenger and freight needs with ' environmental and ground access impacts being mitigated to an acceptable level. 4.09 All existing and new public transit services,facilities and/or systems shall be fully accessible ' to persons with disabilities as required by applicable sections of the 1990 Americans with Disabilities Act. ' 4.10 All existing and new public transit services shall be provided in a manner consistent with Title VI of the 1964 Civil Rights Act, prohibiting intentional discrimination and adverse 1-3 disparate impact with regard to race, ethnicity, or national origin. Con't ' 4.11 All existing and new public transit services, facilities and/or systems shall evaluate the potential for private sector participation through the use of competitive procurement. 4.12 New freeway facilities shall be open for goods movement except where safety prohibits this. ' 4.13 Tolled highway facilities shall be designed, operated and priced to encourage the use of public and private transit, carpools, vanpools and other HOV. Average vehicle occupancy on the toll facility shall be comparable to similar unrolled facilities.. ' 4.14 Pricing policies may be applied by appropriate agencies to maintain acceptable levels of service facilities.. ' 4.15 Arterial HOV facilities to support transit and rideshare will be supported and encouraged. ' 4.16 Maintaining and operating the existing transportation system will be a priority over expanding capacity. ' 4.17 Alternatives to highway expansion must be evaluated before giving regional approval to expand single occupancy lanes. ' 4 June 24, 1998 Mr. Joe Bellandi Page 5 4.18 Each county should provide environmentally acceptable airport capacity within its own market area to meet local, domestic air passenger demand. ' 4.19 Airports shall be expanded and added to the system to reinforce regional growth patterns and 1-3 to make regional communities more livable. Con't ' 4.20 International facilities should be developed at other commercial airports in the SCAG region in addition to LAX. ' GMC POLICIES RELATED TO THE RCPG GOAL TO IMPROVE THE REGIONAL STANDARD OF LIVING ' The Growth Management goals to develop urban forms that enable individuals to spend less income on housing cost, that minimize public and private development costs, and that enable firms to be ' more competitive, strengthen the regional strategic goal to stimulate the regional economy. The evaluation of the proposed project in relation to the following policies would be intended to guide efforts toward achievement of such goals and does not infer regional interference with local land use ' powers. 3.04 Encourage local jurisdictions'efforts to achieve a balance between the types of jobs they seek ' to attract and housing prices. 1-4 3.05 Encourage patterns of urban development and land use which reduce costs on infrastructure ' construction and make better use of existing facilities. 3.08 Encourage subregions to define an economic strategy to maintain the economic vitality of the ' subregion, including the development and use of marketing programs, and other economic incentives, which support attainment of subregionl goals and policies. t 3.09 Support local jurisdictions'efforts to minimize the cost of infrastructure and public service delivery, and efforts to seek new sources of funding for development and the provision of services. 1 3.10 Support local jurisdictions'actions to minimize red tape and expedite the permitting process to maintain economic vitality and competitiveness. GMC POLICIES RELATED TO THE RCPG GOAL TO IMPROVE THE REGIONAL QUALITY OF LIFE The Growth Management goals to attain mobility and clean air goals and to develop urban forms that 1-5 enhance quality of life, that accommodate a diversity of life styles, that preserve open space and 1 natural resources, and that are aesthetically pleasing and preserve the character of communities, ' 5 1 ' June 24, 1998 Mr. Joe Bellandi Page 6 ' enhance the regional strategic goal of maintaining the regional quality of life. The evaluation of the proposed project in relation to the following policies would be intended to provide direction for plan implementation,and does not allude to regional mandates. ' 3.11 Support provisions and incentives created by local jurisdictions to attract housing growth in job rich subregions and job growth in housing rich subregions. ' 3.12 Encourage existing or proposed local jurisdictions'programs aimed at designing land uses which encourage the use of transit and thus reduce the need for roadway expansion, reduce ' the number of auto trips and vehicle miles traveled, and create opportunitiesfor residents to walk and bike. ' 3.13 Encourage local jurisdictions' plans that maximize the use of existing urbanized areas accessible to transit through infill and redevelopment. ' 3.14 Support local plans to increase density of future development located at strategic points along the regional commuter rail, transit systems, and activity centers. ' 3.15 Support local jurisdictions strategies to establish mixed-use clusters and other transit-oriented 1-5 developments around transit stations and along transit corridors. Con't ' 3.16 Encourage developments in and around activity centers, transportation corridors, underutilized infrastructuresystems, and areas needing recycling and redevelopment. ' 3.17 Support and encourage settlement patterns which contain a range of urban densities. 3.18. Encourage planned development in locations least likely to cause environmental impact. 3.19 National Forests shall remain permanently preserved and used as open space. SCAG shall support policies and actions that preserve open space areas identified in local, state, and federalplans. ' 3.20 Support the protection of vital resources such as wetlands, groundwater recharge areas, woodlands, production lands, and land containing unique and endangered plants and animals. ' 3.21 Encourage the implementation of measures aimed at the preservation and protection of recorded and unrecorded cultural resources and archaeological sites. ' 3.22 Discourage development, or encourage the use of special design requirements, in areas with ' steep slopes, high fire,flood, and seismic hazards. t6 June 24, 1998 Mr. Joe Bellandi ' Page 7 ' 3.23 Encourage mitigation measures that reduce noise in certain locations, measures aimed at preservation of biological and ecological resources ,measures that would reduce exposure to 1-5 seismic hazards, minimize earthquake damage, and to develop emergency response and Con't recovery plans. ' GMC POLICIES RELATED TO THE RCPG GOAL TO PROVIDE SOCIAL, POLITICAL, AND CULTURAL EOUITY ' The Growth Management Goal to develop urban forms that avoid economic and social polarization promotes the regional strategic goal of minimizing social and geographic disparities and of reaching ' equity among all segments of society. The evaluation of the proposed project in relation to the policy stated below is intended guide direction for the accomplishment of this goal, and does not infer regional mandates and interference with local land use powers. ' 3.24 Encourage efforts of local jurisdictions in the implementation of programs that increase the supply and quality of housing and provide affordable housing as evaluated in the Regional ' Housing Needs Assessment. 1-6 ! 3.25 Encourage the efforts of local jurisdictions, employers and service agencies to provide adequate training and retraining of workers, and prepare the labor force to meet the challenges of the regional economy. 3.26 Encourage employment development in job poor localities through support of labor force retraining programs and other economic development measures. ' 3.27 Support local jurisdictions and other service providers in their efforts to develop sustainable communities and provide, equally to all members of society, accessible and effective services such as: public education, housing, health care, social services, recreational facilities, law enforcement, and fire protection. AIR QUALITY CHAPTER CORE ACTIONS ' The Air Quality Chapter core actions related to the proposed project include: ' 5.07 Determine specific programs and associated actions needed (e.g., indirect source rules, enhanced use of telecommunications, provision of community based shuttle services, 1-7 provision of demand management based programs, or vehicle-miles-traveled/emissionfees) ' so that options to command and control regulations can be assessed. 5.11 Through the environmental document review process, ensure that plans at all levels of ' 7 1 June 24, 1998 Mr. Joe Bellandi ' Page 8 ' government (regional, air basin, county, subregional and local) consider air quality, land I 1-7 use, transportation and economic relationships to ensure consistency and minimize conflicts. Con't ' WATER QUALITY CHAPTER RECOMMENDATIONS AND POLICY OPTIONS The Water Quality Chapter core recommendations and policy options relate to the two water quality ' goals: to restore and maintain the chemical, physical and biological integrity of the nation's water; and, to achieve and maintain water quality objectives that are necessary to protect all beneficial uses of all waters. ' 11.02 Encourage "watershed management"programs and strategies, recognizing the primary role of local governments in such efforts. ' 11.03 Coordinate watershed management planning at the subregional level by (1) providing ' consistent regional data; (2) serving as a liaison between affected local, state, and federal watershed management agencies; and (3) ensuring that watershed planning is consistent with other planning objectives (e.g., transportation, air quality, water supply). ' 11.05 Support regional efforts to identify and cooperatively plan for wetlands to facilitate both sustaining the amount and quality of wetlands in the region and expediting the process for 1-8 ' obtaining wetlands permits. 11.06 Clean up the contamination in the region's major groundwater aquifers since its water supply ' is critical to the long-term economic and environmental health of the region. The financing of such clean-ups should leverage state and federal resources and minimize significant impacts on the local economy. ' 11.07 Encourage water reclamation throughout the region where it is cost-effective, feasible, and appropriate to reduce reliance on imported water and wastewater discharges. Current ' administrative impediments to increased use of wastewater should be addressed. 11.08 Ensure wastewater treatment agency facility planning and facility development be consistent with population projection contained in the RCPG, while taking into account the need to build wastewater treatment facilities in cost-effective increments of capacity, the need to build well enough in advance to reliably meet unanticipated service and storm water demands, and ' the need to provide standby capacity for public safety and environmental protection objectives. CONCLUSIONS All feasible measures needed to mitigate any potentially negative regional impacts associated with the 1-9 ' 8 1 June 24, 1998 Mr. Joe Bellandi ' Page 9 ' 1-9 proposed project should be implemented and monitored, as required by CEQA. Con't ' 9 1 June 24, 1998 Mr. Joe Bellandi ' Page 10 ENDNOTE ' SOUTHERN CALIFORNIA ASSOCIATION OF GOVERNMENTS Roles and Authorities ' SCAG is a Joint Powers Agency established under California Government Code Section 6502 et seq. Under federal and state law, SCAG is designated as a Council of Governments(COG), a Regional Transportation Planning Agency (RTPA), and a Metropolitan Planning Organization(MPO). SCAG's mandated roles and responsibilities include the following: SCAG is designated by the federal government as the Region's Metropolitan Planning Organization and mandated to maintain a continuing,cooperative,and comprehensive transportation planning process resulting in a Regional Transportation Plan and a Regional ' Transportation Improvement Program pursuant to 23 U.S.C. §134(8)-(h), 49 U.S.C. §1607(f)-(g)et seq., 23 C.F.R. §450, and 49 C.F.R.§613. SCAG is also the designated Regional Transportation Planning Agency, and as such is responsible for both preparation of the Regional Transportation Plan (RTP) and Regional Transportation hnprovement Program(RTIP) under California Government Code Section 65080. SCAG is responsible for developing the demographic projections and the integrated land use,housing,employment,and transportation programs,measures,and strategies portions of the South Coast Air Quality Management Plan, pursuant to California Health and Safety ' Code Section 40460(b)-(c). SCAG is also designated under 42 U.S.C.§7504(a)as a Co-Lead Agency for air quality planning for the Central Coast and Southeast Desert Air Basin District. SCAG is responsible under the Federal Clean Air Act for determining Conformity of Projects, Plans and Programs to the Air Plan, ' pursuant to 42 U.S.C.§7506. Pursuant to California Government Code Section 65089.2, SCAG is responsible for reviewing all Congestion Management Plans (CMPs)for consistency with regional transportation plans required by Section 65080 of the Government Code. SCAG must also ' evaluate the consistency and compatibility of such programs within the region. SCAG is the authorized regional agency for Inter-Governmental Review of Programs proposed for federal financial assistance and direct ' development activities,pursuant to Presidential Executive Order 12,372(replacing A-95 Review). SCAG reviews,pursuant to Public Resources Code Sections 21083 and 21087,Environmental Impact Reports of projects of regional significance for consistency with regional plans[California Environmental Quality Act Guidelines Sections 15206 and 15125(b)]. ' Pursuant to 33 U.S.C.§1288(a)(2)(Section 208 of the Federal Water Pollution Control Act), SCAG is the authorized Areawide Waste Treatment Management PlanningAgency. ' SCAG is responsible for preparation of the Regional Housing Needs Assessmen4 pursuant to California Government Code Section 65584(a). ' SCAG is responsible(with the San Diego Association of Governments and the Santa Barbara County/Cities Area Planning Council)for preparing the Southern California Hazardous Waste Management Plan pursuant to California Health and Safety Code Section 25135.3. ' 10 1 Letter 1 Mr. J. David Stein ' Southern California Association of Governments June 24, 1998 Response toI-I The introductory letter comment assumes that a Draft Environmental Impact Report (EIR) is being prepared for the project. As a result of the environmental review completed for the Initial Study (see page IS-10), City staff recommended that a Mitigated Negative Declaration be adopted by the decisionmakers to support the project. The comments received ' during the 30-day public review process did not identify any new potentially significant impacts. The proposed project's consistency with ' SCAG policies is addressed in the following responses. Response to 1-2 Discussion of Consistency with Regional Comprehensive Plan and Guide ' (RCPG) Policies. As noted on page IS-27, no new housing construction is associated with ' the project; and employees (construction and operations) would be drawn from the local population. ' The area does not experience large seasonal population fluctuations. Local mountain resorts, and the nearby San Manuel Indian Bingo and Casino, and (California Youth Soccer Association) CYSA tournament soccer ' complex cater to year-round visitors. The project will be served by existing infrastructure, including all utilities ' and transportation systems. The issue of meeting SCAG's transportation goals is further discussed below. Response to 1-3 Discussion of the Regional Transportation Plan Policies. The proposed project is a mixed-use development designed to take ' advantage of existing infrastructure and opportunities to better serve the community and visitors. The project represents a joint effort between a private developer, the State of California and the East Valley Water ' District, in cooperation with the cities of San Bernardino and Highland to develop in-fill properties where infrastructure (roads and other public facilities) already exists and where there is a stable local population and a ' steady stream of visitors to local mountain resorts that would benefit from the recreational and commercial opportunities. Development of the project in this area allows visitors to take advantage of existing nearby ' airports, and the new regional freeway system(SR-30 and SR-330). 1 ' A Traffic Impact Analysis (TIA) was prepared for the project in accordance with SANBAG's Congestion Management Plan (CMP) ' guidelines. The most recent regional growth forecasts have been incorporated into SANBAG's new East Valley model. See pages IS-39 through IS-43 and Appendix C of the Initial Study for a discussion of ' transportation issues and proposed mitigation measures for intersection and roadway improvements. SCAG's policies are considered in the modeling and the TIA. ' Response to 1-4 Discussion of Goals and Policies to Improve the Regional Standard of ' Living. This project meets the Growth Management Chapter (GMC) of the RCPG ' goals and policies to improve the regional standard of living by: 1. Drawing from the local employee pool to support both construction ' and on-going operation of the project that will result in shorter commutes for local workers. I ' 2. Development of an in-fill project in an urban portion of San Bernardino County that could reduce the costs associated with infrastructure improvements, allow the local population to shop and ' play closer to home thus reducing vehicle miles traveled in the area, and offer visitors to local mountain resorts and other attractive land uses the opportunity to stay for longer periods of time, thus ' contributing additional revenue to the local economy. 3. Marketing programs with existing destination land uses such as the ' local ski resorts, San Manuel Indian Bingo and Casino, the CYSA soccer complex, and Patton State Hospital, are currently being explored. ' 4. The area does not experience large seasonal population fluctuations. The proposed project will cater to existing tourist markets and is not ' expected to increase the number of visitors travelling from outside the local area. ' Response to 1-5 Discussion of GMC Policies Related to RCPG Goal to Improve the Regional Ouality of Life. t The proposed project meets these policies by the re-development of sites that have been unused and vacant for a number of years. By developing a mixed use project that includes a variety of recreational and commercial ' uses, the needs of the local community as well as visitors can be met. By redeveloping this area, the quality of life is improved as the area is developed for a variety of compatible uses. It also allows local residents 1 ' to shop and have recreational opportunities closer to home, and gives visitors added opportunities to stay in the area longer. ' Response to 1-6 Discussion of GMC Policies Related to the RCPG Goal to Provide Social, Political and Cultural Equity. The proposed project will meet the regional goals related to minimizing social and geographic disparities and reaching equity among all segments ' of society. The project will provide a golf course and driving range that will be open to the public. Three other public golf courses are located in the city of San Bernardino, the nearest being four miles to the south and ' the other two being five miles away from the Patton Station. The conference facilities will be available for use by organizations and entities ' whether or not they are affiliated with the golf course or hotel activities. The employment base is expected to be local residents who would otherwise have some distance to travel to gain employment in the golf ' course or hotel/ restaurant industries. The project will provide for the employment of approximately 500; this is anticipated to help balance the job to housing ratio. ' Response to 1-7 Discussion of Air Quality. An analysis of the proposed project's impacts to air quality is presented on ' pages IS-32 through IS-39. Construction, operation and mobile emissions were evaluated. Mitigation measures to reduce the effects of short-term ' construction and long-term mobile emissions are included in the analysis. Also see Appendix B for a copy of the Air Quality Emissions Analysis summarized in the Initial Study. Mitigation measures have been incorporated into the design of the project to reduce impacts to air quality. To reduce emissions during construction, measures include the implementation of SCAQMD Rule 403 and standard construction ' practices during construction to reduce fugitive dust emissions, and the scheduling of construction activities to avoid emissions peaks. To reduce mobile emissions associated with the project, the proponent has ' incorporated the City's Transportation Control Measures (TCM) into the design of the project. Components of the project include bicycle parking facilities for cyclists; on-site pedestrian walkways; transit improvements ' such as bus turnouts, pads and shelters; and shuttle service from the site to nearby destinations including mountain resorts, the casino and the soccer fields. tResponse to 1-8 Discussion of Water Quality. ' The project is consistent with RCPG policies pertaining to water quality. The project site is located within an urban area within an existing urban drainage system that will be improved as a part of the project design. The 1 1 1 ' project will have no impact to any watershed management programs in the eastern San Bernardino Valley. ' Historical land uses on-site are described on page IS-26 of the Initial Study. The entire 38-acre site was once part of the Patton State Hospital ' facility. Uses once included laundry facilities, a pig farm and slaughterhouse, incinerator and dump areas, and a sewage treatment plant. The site has undergone environmental remediation to remove the abandoned hospital support facilities and hazardous materials associated with prior uses. All impacted soil has been removed; clean topsoil obtained from the flood control basin located northwest of the site has ' been added and stockpiled on the site. ' Proposed uses of the site are typical urban uses that are required to comply with Regional Water Quality Control Board (RWQCB) rules and regulations. A discussion of water quality is included on pages IS-31 and IS-32 of the Initial Study. ' As described on page IS-50 of the Initial Study, wastewater treatment capacity is available from the City of San Bernardino's Water ' Reclamation Plant which currently has 8 million gallons per day (MGD) of unused treatment capacity available. ' Response to 1-9 Mitigation Monitoring and Compliance Program. As required under CEQA Section 21081.6, the lead agency must ' implement a program to ensure that mitigation measures identified to reduce or eliminate impacts associated with a project are completed. The MMCP must be adopted when the Mitigated Negative Declaration is adopted by the decisionmakers. The MMCP for the Patton Station project is being prepared simultaneous with the responses to comments and will ' be submitted for consideration with the Mitigated Negative Declaration at such time as the City Council takes action on the project. 1 STATE OF CAUFORNIA-BUSINESS,TRANSPORTATION AND HOUSING AGENCY PETE WILSON,Gommx DEPARTMENT OF TRANSPORTATION DISTRICT 6, "Al W.4th STREET,6th FLOOR ro SAN BERNARDINO,CA 92401-1400 LETTER LS11V d j U ff July 6 , 1998 ) 08-Riv-30-R27 . 39/R28 . 15 ,:E�ART!JiDiT OF PLAN!IINC E-UiLDING SERv.CES Mr. Joe Bellandi City of San Bernardino Planning and Building Services Department 300 North ID1 Street San Bernardi-no, CA 92418-0001 Dear Mr. Bellandi: Initial Study For conditional Use Permit 98-14 , Tree Removal Permit 98-02 , General Plan Amendment 98-03 Please send copies of the following to this office at the earliest opportunity: • PLOT/SITE PLANS Depicting all existing and proposed facilities, structures, vegetation, adjacent streets (with centerlines and driveways) , etc. and with a vicinity -map. • GRADING PLANS Depicting all existing and proposed contours, graphically 2-1 differentiated with spot elevations as needed for clarity. • DRAINAGE PLAN Depicting all existing and proposed drainage facilities, and structures including those of Caltrans. • STREET IMPROVEMENT PLANS Depicting all existing and proposed striping, signing, signalization, curbs and driveways (graphically differentiated) . 0 LANDSCAPING PLAN Depicting all existing and proposed vegetation and on- ' site signage. 1 Mr. Joe Bellandi ' July 6 , 1998 Page 2 t • TRAFFIC IMPACT ANALYSIS 2-1 As referenced on page IS-39 along with appendices B ICon't ' through I (Traffic Worksheets and Model Runs) . Additional comments and concerns may be expressed upon ' 2-2 ' receipt of the above documents. If you have any questions, please contact Mike Sim at (909) ' 383-4808 or FAX (909) 383-5936 . Sincerely, \J ' LINDA GRIMES, Chief Office of Regional Planning/ ' Forecasting/Public Transportation it cc: Ms. Delicia Wynn, State Clearinghouse 1 Letter 2 Ms. Linda Grimes ' California Department of Transportation July 6, 1998 Response to 2-1 Copies of the requested documents were delivered to the District 8 office on July 8, 1998 ' Response to 2-2 To date, no additional comments have been received. I 1 GTwjccW422.00/Respo to Co mts 7/30/98 ' LETTER 3 1 Barbara and Morley Barsky ' 1348 Rhoda Drive La Jolla, CA.92037 Phone or Fax: (619)456-1422 tFAX TRANSMITTAL and U.S. MAIL: ' 7-10-1998 To: Frank Schnetz ' Councilman for 4th Ward 300 North "D" Street San Bernardino, CA. 92418-0001 ' Dear Councilman Schnetz: ' We are the owners of a 92 unit apartment project at 2085 North Central, directly opposite the proposed Patton Station Practice Range development. ' We visited the golf driving range yesterday at Barton and Mountain View in Loma Linda to which Tom Owens, developer of the proposed driving range at Highland and Central, referred us. 1� Mr. Owens said that the high net "wall" would be an example of what the net wall along 13-1 Central, opposite our apartments, and down the entire length of the street, would look 1 like. In looking and travelling down the road of the driving range we visited (which does not ' face a residential street), the structure creates an impression of an industrial area. The multitude of high poles(about 35-40 feet apart) along the entire side of the street is ugly and obtrusive, and not within reasonable esthetic standards. In the abstract, one cannot ' appreciate just how this will look. We did not,until we visited an actual example. We can only urge you and the Council members to view this illustration of what Central avenue 3-2 would look like with the high net-pole structure down one side. if a billboard would not ' be aesthetically appropriate, a long line of such poles is certainly more inappropriate and offensive.'The very high gray mesh screen further industrializes the appearance. ' Frankly, this high structure will constitute an assault on the senses for anyone on Central Avenue— those living on the street,travelling on the street, or looking down the street. ' Thank you for your attention to this matter. Sincerely, Md� n,v"4 j6A-J'�6Z"� Morley and Karbara Barsky ' cc: Joe$ellandi Associate Planner 1 1 ' Letter 3 Mr. Morley and Mrs. Barbara Barsky ' 1348 Rhoda Drive, La Jolla, CA 92037 July 10, 1998. ' Response to 3-1 The driving range netting system has been redesigned to minimize the visual ' impact, in response to concerns raised by residential property owners to the east, on Central Avenue. The netting will extend along Central Avenue, from the decking of the club house (tee area of the driving range), north toward ' Highland Avenue a total of 950 feet. It will be angled and setback from the street at the northerly portion. The netting will also be placed on the west side of the driving range, a total of 950 feet in length. The color of the netting t and poles has been selected to blend with the existing background; mature landscaping(trees and shrubs) will be planted on the outside of the netting to provide screening. The driving range located at Barton Road and Mountain ' View is in fact not a comparative example of what is designed for the Patton Station. There is no mature landscaping, the netting is not setback from the street, angled, or colored to blend into the background. ' Response to 3-2 An expanded analysis of the visual impacts of the proposed project has been performed as part of completing the CEQA documentation for the project. The following changes shall be incorporated into the Initial Study, Section XIII Aesthetics, b) (page IS-56): Old text deleted: The vistral inipa& of the project vvill be ail aesthetic inipluventelit tu tile Milent cundition of both bites. No aesthetically off�nsive Changes to tile mibtillg ViStIal Sutting Will OMIT dS a 1 Mit Of tile pt 0j'Ut. ' New text added: The golf course proposed for the North Site will be a visual ' enhancement over existing conditions. The adjacent residential areas will be provided views of a landscaped golf course, rather than the existing vacant condition of the parcel. The golf course will not block any viewshed or change ' the regional landscape as it will not be visible from Highland Avenue or the SR-30. ' The visual impact of the driving range portion of the project may create aesthetically offensive changes in the existing visual setting, based on comments received from property owners east of the South Site. The driving range will be located west of Central Avenue, between SR-30 to the south and Highland Avenue to the north; the existing character of the site is shown in Figure 11. The driving range will be bounded on the east and west sides by ' a netting system designed to keep golf balls from leaving the property. The ' G:ProjecW 422.00 1Response to Co=cnts 7/30/98 1 netting will begin at the decking of the club house facility (to be located toward the south end of the property) just north of SR-30, and extend parallel to Central Avenue north toward Highland Avenue. The length will be 950 feet in an angled design. The height of the poles will extend from 50 ' feet at the south end, increasing to 120 feet near the center, then decreasing to 50 feet at the north end. A total of twenty poles will be spaced at 48 feet on center. tThe heights of the poles were computed based on analyses of other driving ranges and the typical distance and height balls are hit by golfers. The poles and netting as proposed, along with professional supervision at the range is expected to fully protect surrounding properties from operational hazards. t The netting color will be black and the poles will be painted a light gray-blue shade. The netting will not interfere with views as it is highly opaque (refer to Figure 12). The pole height (and therefore netting height) and distance ' from Central Avenue will be staggered to reduce the effect of a straight, long line of high fencing (refer to Figure 13). ' A wrought iron fence, 6 feet in height will be placed at the sidewalk (improvements required include curb, gutter, and sidewalk on Central) on the west side of Central Avenue. Between the wrought iron fence and the netting ' system, mature trees (48-inch and 36-inch boxes) and shrubs will be planted, the length of the netting. The trees will be planted on mounds landscaped with shrubs, thereby increasing the effective tree height and screening of the netting ' and poles (see Figure 14). A visual simulation of the project as it would appear the first year of landscaping is shown as Figure 13, overlain on a photograph taken of the site from in front of the condominium and apartment complexes on Central ' Avenue, July 31, 1998. Figure 14 simulates the landscaping at approximately two to three years after planting. Before and after photos are provided for a comparison of the site's development to current conditions. With the selected landscaping type and size (48-inch box trees) and netting/pole colors incorporated into the project design, the project's impact to the aesthetic value of the surrounding area is determined to be a non-significant impact. 1 1 G:ProjecW422.001Resrponse to Comments 9130/98 1 1 W C 7 L7 ej .s 1 CL i y�r 7F: { X � 0 W R 1 U t L F K ¢ Y J En z o _ 19 0 Z ( Q W f f m t t W mz Ifl a -LAI, a r� 1 0 1 1 I , 1 Driving range located in Palm Springs, California. 1 1 1 �A f rl t 1 ' Driving range with double deck located in Angel's Park, Las Vegas, Nevada. ' COMPARISON OF BLACK NETTING ON BLACK POLES VS. GRAY POLES AT ' EXISTING DRIVING RANGES LIUMPROPOSED PATTON STATION GOLF AND RECREATION COMPLEX ' CORPORATION SAN BERNARDINO, CALIFORNIA FIGURE I Z 1 1 - 1 1 - 1 1 � 1 1 1 1 Existing Conitions 1 SIMULATION OF PATTON STATION DRIVING RANGE 1 LOOKING NORTH LILBURNPROPOSED PATTON STATION GOLF AND RECREATION COMPLEX 1 CORPORATION SAN BERNARDIND, CALIFORNIA FIGURE 1 3 m a 1 1 1 a 1 � , P .. 1 ` 1 1 _ SIMULATI ❑N OF PATTON STATI❑N DRIVING RANGE LOOKING WEST LILBMPROPOSED PATTON STATION GOLF AND RECREATION COMPLEX ' CORPORATION .RAN BERNARDINO. CALIFORNIA FIGURE 1 4 LETTER 4 ' Goldie Walker 26581 15' Street Highland, CA 92346 � o CC�C���I[�D N AIL J 7 1998 ' July 15, 1998 CITY OF SAN BERNARDINO DEPARTMENT OF PLANNING 8 BUILDING SERVICES ' Joe Bellandi, Associate Planner City of San Bernardino ' Planning and Building Services Department 300 North "D" Street San Bernardino, CA 92418 ' Re: Patton Golf Course Project ' Dear Mr. Bellandi: I am writing in regard to the proposed golf course project and its effect on the Patton ' State Cemetery located within the project area. My great-great grandfather, Antonio Saver, is buried there and I would Eke to be assured that there will be easy access to his grave site. I have 4-1 been given information that the grave site will not be disturbed and that there will be walk on ' access from Victoria Avenue. I believe this to be adequate access and would like to see this carried out. I have also received information that a site memorial will be placed at the grave site. My t great-great grandfather has a grave marker, # 448, in a storage shed on the Patton State Hospital grounds. I would like to request that the Planning Department respect our family's wishes and use this marker to memorialize my great-great grandfather's grave. This marker is in good ' condition and it would be fitting if a plaque was placed on it with an inscription. I would like to 4-2 request that the inscription include his name and that he is to be remembered as a Native ' American Serrano Indian Chief of San Bernardino Valley, California. I have enclosed a copy of a newspaper article that reiterates the developer's plans for the cemetery and talks of my great- great grandfather's history as a Serrano tribal chief. I am very proud to be Antonio Saver's great- ' great granddaughter. In Spirit, 1 Goldie Walker ' Serrano Band of Indians of San Bernardino 1 1 1 I CARING FOR HISTORIC BURIAL PLOT ' I .�r 4► F 7v1 GABRIEL ACOSTA/&S 'Goldie Walker stands with her great-grandfather's grave marker at a construction site near =atton State Hospital in San Berriardinc Patton cemetery finally gets attention 'By ANN KNICKERBOCKER Developers leasing the it) because they ran out of milted on Aug. 2 of that yea Sun Stan Writer unused property at the north room. It's a small site." Barrett cared for by a staff of Gv SAN BERNARDINO —The end or Patton to build a 12-hole said, according to hospital records: old cemetery lies almost forgot. executive golf course will have The Departmen: of `.:ental An earthquake in 1922 to to rehabilitate the cemetery Health can account .or a: :east pled some of the hospital ten at the back of Patton State and put up a memorial in honor 1.42, people buried the-a. but buildings. necessitating tl Hospital. covered over with a of the people buried there. there could be more crcause transfer of 300 patients top fresh layer of dirt. Those people are more than tyro bodies sometimes were other state hospital in Norval ' Grave markers. victims of a 1.400 mental patients who died placed in one grave. .ar�tt The patient population boomr century of termites. weather. while committed to Patton. said. when the hospital was rebuilt fire and flood. have long since They were patients who had no When the burials were d: families or whose families rotted or washed away. "And there were 96 bodies, continued in the 1930s. I.on All that marks the 104-year- couldn't afford other burial ar- missing.-she said Linda University Medical Cc Iold ,:emetery where a Serrano rangements.said Cindy Barrett. The grave}ard %as de•e:- ter started taking unclaime tribal chief lies buried are administrative assistant at Pat- oped not long afte- 7.he a'ip::al bodies for use in medical r rows of freshly painted posts ton. opened in 1893 — :net ss ^e search and teaching. surro :nding the 300-square- The cemetery was used until Southern Califor^..: :u:- .�;: - One of the more renowul foot p:ot. - the early I930s.she said. lum for the Insane patients buried in the cemete That's about ut change. -They probably had to(close The first inm:t:-• See CEMETERY/. q-7 f�1 Ra.re fisl� gone a er` News„....Al•18 t Soutmand._. A3 C2 ■ Today's Question forest Fa11s delu"e V ooa......... 0 13 : eas ::_. Do you think the IRS is ST ,vonion A10 13 �a�' ous about treating tax par, �,oinlon...A1�-35 CS 9 P ,� living..... ES-12 better? Story/A7 1 1 Cemetery: Burial plot gets attention Continued from All was Serrano tribal Chief Antonio Saver. "We would always go over 4 there to visit and say our prayers ' when Mom was alive." said Gold- ie Walker, Saver's great- ,- _f granddaughter. Saver went insane at the age f ` Y. ?r•:. 'n. of 104, when first his son and 1 w,y < -! 7 +• ' then his wife died,Walker said. He got so upset and couldn't .. talk to anyone because he only spoke Serrano. He was (in the y asylum) for four days. It was like .• - . putting a wild bird in a cage." she said. When she learned that a golf course was to be built behind the hospital, Walker was concerned {-- that the graves would be defiled. She spoke to an attorney about A• �<;�•," seeking an injunction. ` "We don't want anyone to °' _ 1'' •: •' mess with our family, Walker ' said. The developer agreed. "Our intent is [o stay totally' GpaRIEL ACOSTA�The Sun away from it. We are making im- provements, and we'll make a Goldie Walker and her sister, Virginia Belle Johnson, rest their memorial and keep it separate from any development," said hands on their great-great grandfather's grave marker. Tom Owen, spokesman for "It will be a massive improve- ceased will contact the hospital Unique Properties, a San Diego- ment. Patton requested this be- so they can be invited to a memo- The company already has ' based development company. cause they said we can't dese- rial dedication. crate the graves. We can't touch "Our records are really slim trucked in 140 cubic yards of dirt them,"Owen said. on the family members of the and covered the graves with a So in a sense, the golf course people buried here,"she said. two-foot-deep layer. A watering will help preserve the cemetery Walker will be there for the ' system, sod and other land d- in an era when state funds are dedication,as yet unscheduled. ing will come nett,Owen said. "I'm really happy about it. And,because the site sits on a limited.Barrett said. flood plain, flood control cban- "We get two or three calls a The cemetery used to be covered nels will be built to help elimi- year from people wanting to see with weeds, but they are going to ' Hate the perennial problem oC where their relatives are plant grass." she said. -That's storm waters washing down from buried,"she said more appropriate for a ceme- the foothills. She hopes relatives of the de- tery." 1 1 1 ' Letter 4 Mrs. Goldie Walker ' Serrano Band of Indians of San Bernardino 26581 15* Street Highland, CA 92346 ' Response to 4-1 Improvements to the cemetery, which is located on Patton State Hospital ' property and not a part of the golf course development, will be made by the project applicant as the golf course is developed. The improvements that have been designed will include additional mounding, turf, and a memorial wall. t The project applicant has also reached agreement with the Patton State Hospital Administration regarding access to the cemetery for visitors. Access will be from the entrance along the south side of the golf course, off of ' Victoria Avenue,which also provides access for servicetdeliveries to the north side of the hospital grounds. A sign will be posted to notify visitors to contact the Hospital Administration to visit the site. ' Response to 4-2 The grade of the cemetery land area will be raised to provide for the establishment of a memorial. The design is shown on the following graphic. The existing site will be built up with soil to create a central mound area, on top of which the memorial will be placed. The memorial will include the names of known persons buried at the cemetery, as well as grave marker ' numbers. The cemetery and memorial will be the responsibility of the administrative staff of Patton State Hospital. California Golf Holdings will maintain the landscaping. 1 ' 1N 422 00,Rcsp„rtm o,Cor=mts 7130/98 rnLL oz A 1. LU ' L--4 } �` J ' J n At 5 � Z P " S' r - S �� ^ • is �.,y�,, � i�1-Y/f +?•'mss . f -_ 14 j''! ?;:' "a�'; � �„� JF ter, �•.: 'B` �` Z "1] rum F' E l9 �.hh- � • u CL LETTER 5' ASHER INVESTMENTS 2, INC. 7345 S.Pierce St,Suite 100 Telephone: (303)971-0018 ' Littleton,CO 80128 4592 FAX: (303)933-1878 July 22, 1998 Via: Overnight ' Frank Schnetz Councilman for 4ch Ward 300 North "D" Street San Bernardino, CA 92418-0001 ' Dear Councilman Schnetz: I am the owner of the 180 unit Summerwind Condo project located at 2055 N. Central Avenue, Highland, California . The barbed wire and the ancient Patton State laundry building, located west of Central Avenue have had an adverse impact on ' Summerwind . So the demolition of the old laundry and the dirt work on this site were welcome indeed. I understood that a golf course and hotel were going up, which we looked forward to. However, more recent word indicates that a golf driving range is to be located just west of Central ' Avenue across from Summerwind. The proposal, I am told, is for very tall poles with a wire mesh ball barrier attached . I am concerned that this will give the development an industrial ' look. Hopefully the golf driving range as proposed will be well landscaped and grassed. 5-1 ' As the owner of Summerwind, I am concerned that the ball barrier, referenced above, will have a negative impact on the Summerwind condos . As a minimum, it would seem some quit high landscaping and tall tree planting should be incorporated ' between the fence and Central Avenue. These trees need to be quite tall at the time of planting. In addition, a design engineer needs to look at ways of de-emphasizing the structure ' with color, type of poles, number of poles, etc. Please let me know what is planned along these lines . ' Sincerel `r W.L. Asher, Presid t ' WLA/csl 1 Letter 5 Mr. W.L. Asher Asher Investments 2, Inc. 7345 S. Pierce Street, Suite 100, Littleton, CO 80128-4592 July 22, 1998. 1 ' Response to 5-1 Part of the proposed project is indeed a driving range that will be located adjacent to Central Avenue. The driving range netting system has been redesigned to minimize the visual impact, in response to concerns raised by residential property owners to the east, on Central Avenue. The netting and poles will be colored a light gray-blue to blend with the existing background. ' Screening will be provided by the planting of mature landscaping on the outside of the netting on both the west and east sides. ' Please refer to Response to 3-2. 1 i 1 1 ' ' G:Projects/422.00/Response to Comments 7/30/98 j LETTER 6 ' Barbara and Morley Barsky 1348 Rhoda Drive la Jolla, CA.92037 Phone or Fax; (6 19)456-1422 ' PAX TRANSMITTAL and U.S.MAIL: 7-22-1998 tTo: Frank Schnetz Councilman for 4th Ward ' 300 North"D" Street San Bernardino,CA. 92418-0001 ' Dear Councilman Schnetz: As you are aware,we are gravely concerned about the visual impact that the very high ' pole and net structure,bordering the proposed Patton Station Practice Range development, will have on the adjacent properties. We have spoken with several golf course architects, and the consensus of opinion is that such a structure is visually obtrusive, particularly t when in a residential neighborhood;that, ideally, they attempt to eliminate it by angling the direction away from, rather than parallel to, any public street and setting it back by about 100 feet 1 Clearly, it would be preferable to eliminate the structure if at all possible. If not, we request that you at least consider the following to mitigate the obtrusive impact: ' 6-1 1. Angling the direction away from the street so that the height could drop to 30-40 feet as it approached Highland Avenue. ' 2.Substantial tree screening of reasonable and varying size. This would involve the use of 24 inch box trees,with some 36 inch box trees interspersed. ' 3.Reducing the girth of the poles from the proposed 20 inches, or spreading them further apart than the proposed 45 -50 feet. ' 4.Painting the poles so as to mask their obtrusiveness as much as possible. ' Thank you for your consideration of these matters. i Sincerely, p itley Barbara and B ky cc: Joe Bellandi, Associate Planner Valerie Ross, Planner i 1 ' Letter 6 Mr. Morley and Mrs. Barbara Barsky ' 1348 Rhoda Drive, La Jolla, CA 92037 July 22, 1998. Response to 6-1 Please refer to Response to 3-1 and Response to 3-2 1 1 1 t ' G:Pmjcds/422.00/Respv w Co mu 7/30/98 1 ' LETTER .. South Coast Air Quality Management District 21865 E. Copley Drive, Diamond Bar, CA 91765-4182 ' (909) 396-2000 • http://www.agmd.gov FAXED: JULY 24. 1998 ' July 24, 1998 Joe Bellandi ' Associate Planner City of San Berardino Planning&Building Services Department ' 300 North"D" Street San Bernardino, CA 92418 ' Notice of Preparation of Initial Study for Patton Station (General Plan Amendment No. 98-03 & Condidonal Use Permit No. 98-14) Dear Mr.Bellandi`, The South Coast Air Quality Management District (AQMD) appreciates the opportunity ' to comment on the above-mentioned project. The comments included herein are meant as guidance for the Lead Agency and should be incorporated into the Draft Mitigated Negative Declaration. It is requested that written responses to our comments be provided to the AQMD prior to project approval. We would be happy to work with the Lead Agency to address these issues and any other questions that may arise. Please contact Charles Blankson of my staff at(909) 396-3304 if you have any questions regarding these comments. Sincerely, ' Catherine L. Wasikowski Director,Transportation Programs ' Attachment CLW:KH:CB ' ll� L`oaVOl Numbr i 1 1 Joe Bellandi 2 July 24, 1999 ' ATTACB311ENT Notice of Preparation of Initial Study for the Patton Station(General Plan Amendment No. 96-03& Conditional Use Permit No. 95-14) • Page IS-33 of the Initial Study states that the SCAQMD adopted a draft 1997 AQIvM update in August 1996. For clarification, please note that the Final 1997 AQW was 7-1 adopted by the AQMD Board in November 1996. It has since been approved by California Air Resources Board(CARS). • The discussion on Air Quality from pages IS-32 through IS-39 is somewhat vague ' and incomplete. The following are examples: Only two mitigation measures (General Plan Policies 10.11.9 and 10.11.12) are proposed to reduce operational 7-2 emissions on page IS-34. After a discussion of construction emissions, the Initial ' Study presents another eight measures on page IS-36 that also focus on operational emissions. ' o The following statements on page IS-34 are vague: "Fugitive dust generated by construction activities during development of the project would add to ambient PM10 levels. Emission estimates for PM10 do not exceed the SCAQMD threshold of 150 7-3 ' lbs/day with mitigation." These statements do not include specific estimates of hove much pollutants are being generated. in the absence of specific data,-the AQMD cannot comment on the accuracy of these conclusions. • On page IS-35, the Initial Study states that "Exhaust emissions from construction equipment will increase criteria pollutant (NO2) emissions during Phase 1 of the construction period and result in a short-term significant impact." Prior to this page, there has not been any mention of the project being implemented in phases. 7-4 Furthermore, no specific information is given regarding how much additional NO2 ' emissions will be generated. In the same paragraph is the following statement: "The contribution of construction-generated emissions to regional emission totals will not be substantial. It is not clear what is meant by"substantial" in this statement. ' • The last paragraph on page IS-35 states: "The projected mobile emissions associated with the project will exceed SCAQMD thresholds for ROC, CO and NO1." It is not 7-5 clear whether this statement is referring to bath construction and operational emissions or to one or the other. ' • The last paragraph on page IS-36 states: "The SCAQMD recommends that the thresholds identified in Table 6 be used by lead agencies to determine significance of a project." The only Table 6 in this chapter of the Initial Study is a table on 7-6 ' Estimated Water Demand Station and is on page IS-32. This table shows water demand and does not list any thresholds, not even for water. 1 ' Joe Bellandi 3 July 24, 1998 ' It would be helpful to include Appendix B Table 2 on Construction Emissions in the Initial Study text as was done with Table 7 on operational emissions. however, Table ' 2 is confusing. Table 2 shows the PM10 emissions for Phase 1 to be 80.9 pounds per day, and therefore below the AQMD significance level. AQMD staff considers this figure to be too low considering that as a rule of thumb, construction activities 7-7 generate on the,average 26.4 pounds of PM10 per acre per day. Assuming that Phase 1 of the project includes just the shopping center, which is projected to cover 38 acres, the estimated PM10 emissions would be over 1,000 pounds per day. The daily ' PMIO threshold is 150 pounds. • AQMD staff recommends that the draft Mitigated Negative Declaration include a ' reorganized listing of mitigation measures as well as a mitigation monitoring program 7-8 that would be implemented to reduce project emissions. Section 21081.6 of the 1998 CEQA Guidelines requires that a mitigation monitoring program be developed to ' ensure enforceability of the mitigation measures. 1 1 1 ' Letter 7 Ms. Catherine L. Wasikowski, Director, Transportation Programs ' South Coast Air Quality Management District July 24, 1998. ' Response to 7-1 Page IS-33, third paragraph, has been revised as follows: The South Coast Air Quality Management District (SCAQMD) adopted the Final 1994 Air Quality Management Plan (AQMP) revision in ' September 1994 and a draft 1997 update in August 1996 to establish a comprehensive control program to achieve compliance with federal and State air quality standards for healthful air quality in the SCAB e� nal 1997E • r , 6 ' ;7Q-K 1)�was"ra od'°pte by e'�Q - oar�d°rn o tuber 996;and has�abeenapn>�ove by ,e�Cahfornia `Air Resources Boazd (C �The AQMP policies serve as the framework for all control (permitting) efforts ' in the SCAB as enforced by the SCAQMD for stationary sources. The California Air Resources Board ir�regulates mobile sources. Response to 7-2 General Plan Policies 10.11.9 and 10.11.12, as stated on Page IS-34, are not referred to as mitigation measures, instead, project design components are incorporated and reiterated to show how the project is consistent and to ' assist the City with implementation of General Plan Goals and Policies. In addition to the mitigation measures recommended, development standards of the City of San Bernardino Public Works Department will be made conditions of approval and will further reduce emissions. The project is also designed to promote the use of public transit and accommodates bicyclists, walkers, and joggers. ' The following discussion is provided to clarify the example given regarding Mitigation Measures on Page IS-36. ' After a discussion on construction emissions, which begins on Page IS-34 third paragraph, this section is immediately followed by Mitigation ' Measures AQ-1, AQ-2, and AQ-3, which only pertain to fugitive dust emissions and exhaust emissions during the construction period. The discussion pertaining to operational emissions then begins on Page IS-35, ' second paragraph, followed by Mitigation Measure AQ-4, which only pertains to the previous discussion on operational emissions (specifically mobile exhaust emissions). The eight operational emissions mitigation ' measures mentioned in the comment, are in fact, Transportation Control Measures (TCM) which are incorporated from the City's Development Code. These TCMs will be required by the City as part of the ' development and Traffic Impact Analysis approval process and therefore are not included as specific mitigation measures. 1 ' Response to 7-3 Page IS-34, third paragraph has been revised as follows: Fugitive dust generated by construction activities during development of the protect would add `a'pp o unat'ely'$Qs9 lbslday to ambient PM10 levels (refer�t App—en��`ix ; fEle .7 Emission estimates for PMio do not ' exceed the SCAQMD threshold of 150lbs/day with mitigation. Implementation of Rule 403 Fugitive Dust Control Measures during project construction will be required and were assumed as part of the ' analysis. Implementation of the following mitigation measure will ensure impacts from fugitive dust generation during construction activities will be less than significant and will aid the City in implementation of General Plan Policies 10.10.2 and 10.10.4. Response to 7-4 For purposes of air quality analysis, the construction period was divided into two phases as shown in Appendix B. Phase 1 was created to represent the earthmoving activities and Phase 2 was created to represent ' the activities related to application of architectural coatings. These activities would not occur simultaneously and would not be representative of daily emissions, if combined. Construction will not be "phased" in the ' sense that a portion of the development will be completed before another begins. The golf course and driving range will be graded first to allow for landscaping. While the landscaping is being planted, grading will be on- going at the commercial and hotel areas. In order to clarify the use of the term "phase", Page IS-35, first paragraph, has been revised as follows: ' Exhaust emissions from construction equipment will increase criteria pollutant (NO2) emissions during Phase I e eaitliiioving'jacti'vgies asdeiated��WiWi' the construction period and result in a short-term ' significant impact. NO2 reacts in the atmosphere to form ozone. The primary source of construction related NO2 are gasoline and diesel powered mobile construction equipment. Criteria pollutant emissions from ' construction-related equipment will be short-term. The contribution of construction-generated emissions to regional emission totals will not be substantial. These activities are not expected to have a long-term ' significant impact on local air quality. The following mitigation measures will be implemented to ensure construction-related exhaust emissions are minimized. Short-term significant impacts will cease upon completion of ' project construction. Table 2 within Appendix B quantifies the NO2 increases which will be ' generated and shows an exceedance over the NO2 threshold. Project- related NO2 construction emissions are estimated at 106.7 lbs/day while the threshold is 55 lbs/day. This exceedance is determined to be ' significant under CEQA, therefore requiring mitigation, however, the short-term duration of the construction activities will not have a long-term or continuous effect on air quality. 1 ' Response to 7-5 Page IS-35, last paragraph, first sentence has been revised as follows: The projected ope rrational mobile emissions associated with the project will exceed SCAQMD thresholds for ROC, CO and NO2. Response to 7-6 Page IS-36, last paragraph, first sentence has been revised as follows: The SCAQMD recommends that the thresholds identified in Table 6 ,,7j be used by lead agencies to determine significance of a project. Response to 7-7 Calculations and methods for estimating construction emissions are contained in Table 2 of Appendix B. A summary table of construction emissions is included here and is referred to as Table 7a. The commentor's rule of thumb calculation does not pertain to actual site conditions or equipment which will be used on-site during construction ' and severely overestimates construction emissions. Since all construction activities will not be occurring simultaneously, rather sequentially over the site, a significantly less intense construction period will be realized. ' Appendix B, Table 2 contains a detailed breakdown of all activities assumed during a worst case day of construction. Methodology and methods outlined within the South Coast Air Quality Management ' District's CEQA Air Quality Handbook, 1993, were used to prepare the estimates. The site specific data and the proposed equipment list more accurately reflects the proposed project's construction emissions. ' Table 7a Construction Emissions and SCAQMD Thresholds ' Operation PM�o ROC CO NO2 SO2 Vehicle Travel on Unpaved Roads 12.5 Vehicle Exhaust Emissions 0.01 0.01 0.4 0.1 --- ' Construction Equipment Fugitive Dust 58.0 --- --- --- --- Construction Equipment Exhaust Emis. 10.5 8.0 33.4 106.6 12.1 Total (lbs/day) 80.9 8.1 33.8 106.7 12.1 ' SCAQMD Threshold (lbs/day) 150 55 550 55 150 Exceeds Threshold? No No No Yes No ' Response to 7-8 Recommendation noted. Preparation of the Mitigation Monitoring and Compliance Program is occurring simultaneous with preparation of the ' responses to comments and will be submitted for approval with adoption of the Mitigated Negative Declaration. ' LETTER SOUTHERN CALIFORNIA Ray R.Gonzalez E D I S O N Rreiun \I.um:cr \n li DlSU\ I�llai\1/IUD 11-'l.ngmm 2 ' July 24, 1998 IS �S1/7� .�ut . ., SV98 D Crry Mr. Joe Bellandi pEPAR MENrN eFRNgppl . Associate Planner BUILpING SEPL NN NG ' City of San Bernardino 300 North"D" Street San Bernardino, CA 92418 ' Dear Mr. Bellandi: Subject: Notice of Preparation of Initial Study - Patton Station (General Plan Amendment No. 98-03 & Conditional Use Permit No. 98-14) Thank you for including the Southern California Edison Company (SCE) in the review process of the subject document. The proposed Patton Station project is located within ' the service territory of SCE and the electric loads of the project are within the parameters of the overall projected growth which we are planning to meet in this area. 8-1 Unless the demand for electrical generating capacity exceeds our estimates and provided that there are no unexpected outages to major sources of electrical supply, we expect to meet our electrical requirements for the next several years. ' In addition, the relocation, reconstruction, extension, or under grounding of SCE's electrical distribution system, which may be necessitated by activities with the proposed 8-2 ' project area, will be performed by SCE in accordance with SCE's effective Tariff Schedules approved by and filed with the California Public Utilities Commission. ' Please call me at (909) 307-6726 if you have any questions. Sincerely, ' Ray R. Gonza z Region Manager 1 257 rennesrc ]t. ' Redlands.C% 9'173 90y-307-b72U 1 1 Letter 8 Mr. Ray Gonzalez ' Southern California Edison, Region Manager 287 Tennessee Street, Redlands, CA 92373 July 24, 1998 1 ' Response to 8-1 Thank you for your review of the Initial Study and your comment. Response to 8-2 Comment noted. 1 1 1 ' G:Pwjects/422.00/Respoace to Co fflts 7/30/98 ' Or.% 6tate of Lalifomia N GOVERNOR'S OFFICE OF PLANNING AND RESEARCH -- / 1400 TENTH STREET PETE WILSON SACRAMENTO 95814 E���U(��]� D ' i'CVF-RN0R L/ D ?AO•_.-UINFq U - 1998 ='Per.roN July 23, 1998 CITY OF SAN BERNARDINO c: 3 'L.LANND! DEPARTMENT OF PLANNING & L'i':y OF SAN BERNARDINO, FLAMTX1'V3 & SLOG SVCS DEPT. BUILDING SERVICES CO NORTH D STREET _r DERi:NARDINO. CA 92418-0001 ' ject : PATTC!N STATION S"C.: ;.' . 9 !; 8051.UJ .... BE1.L.A1JDI : !'e ^tate Clear nghouse has submitted the above named proposed Negative ration. co elact:ed agencies for review. The review period is now -.n.d the cesmrnta f_c.:,. the responding agency(ies) is (, r ,) enclosed. On. er.closea N;ctice of Con;.ation form you will note that the clearinghouse r_as c`;�.cksd the agencies -_hAC. have commented. Please review the Notice of :"o,::platicn to ensure t:,=,t , p1Ar- comment package is complete. If the comment ' ra:.:Faire zs net in order, pinase notify the State Clearinghouse immediately. _saber to refer to the project's eight-digit State Clearinghouse number so .hat wa may respond pmrnntl, _ 1::ease ante that Section _-.; of th,e California Public Resources Code uii:ed that . ' a responsible. a_vnv Or oCheL public agency shall only ma?:e Substantive ccanmacts regarding those. activities involved in proj­ c.t which are .vi.t.hin an area of eSgertise of the agency or which are -equired to carried out or approved by the egency. " 1 _.:,nmenting agencie, are a'_sn re<.luired by this ..ect:ion to Support. their ::.:ments with :;pacific docu-r•entntion. ' :'nese ^omments are forwarded for your use in preparing your final F.IR. Should } �;u need more information or clarification, we recommend that you contact the IgenCV at your e.arl.iest conv,?nience. letter acknowledges t;-o;: you have complied with the State Clearinghouse _.zk4ew requirements for dra e,:v:ronmental documents, pursuant to t'h^ ' ornia _nv+ ro.t t n zl i t :y P, . . Ple-asp colaac' at (°l°` :45-4513 if ar✓ qc :;'_cas vrc. ' •: environmental review proeezO . ' Sin::crely, Q aC _: At'."1'R[?O A. �:I VA.S FLAT.'-. '.::h:•ef, State -^..learingh.o,7...1 ' osurec - ascurces ?.gency 1 ❑ CITY OF SAN BERNARDINO PLANNING & BUILDING SERVICES DEPARTMENT ❑ ' u ❑ ❑ ENVIRONMENTAL DOCUMENT TRANSMITTAL FORM SCH a 9 8 0 6 1 ' Mail W:Stale Clearinghouse, 1400 Tenth Street,Sacramento,CA 95814 (916)445-0613 Prn'ect Title: PATTON STATION(General Plan Amendment No.98-03&Conditional Use Permit No.98-I4) City of San Bemardinn, Planning and BuilJiny Services Dcpzn mcnt Contact Person:Joe Bellandi ' 1 300 North 'D'Str«t Ph...: (909)394-5057 o:ut Bemardino, CA 92413-0(101 County:San Bernardino Yr'ttt Loculinn: C'ounly:San Be:nardiro Cih':San Rammdlo.. ' Cmss Streets: IligHand Avenue&%,,tmia A,eeuc Tidal Acres: 111 or's Par<d Nn,: Section. Towtvhip: Range: Mist;:SAN BERNARDINO 9Plthin 2 Nil,of: Stutc Ilwy pg0 Schools:San Bcmarlino High School ls'atcrnays: ' Airpu'L,: SB In(I Railways: cs anent Tye.: , C EQA: ■NOP a Draft EIR NEPA: o NO[ o Draft EIS Other: a Joint Document a Earl)'Cons o Supplement/Subsequent a EA a FONSI o Final Document ' �Negbec a EIR(Prior SCH 9) Local Action Type: O General Plan Update U Specific Plm o Rezone o Annexation ■General Plan Amendment a blaster Plan a Premne a Redevelopment a General Plan Element a Planned Unit Development ■CUP ❑Other o Commumry Plan a Development Permit ❑Land Division Devel,pment Tyne: U Residential: 0"1" a Water Facilities: :Ape MGD_ ' C Office: Sq. ft.—Employees ❑imnspotlatwn: Tepe_ d Commercial Sq.Jr._ Employees ❑ Alining: Afinersd I a Industrial: Sy.fr.^ Employees o Power: Type_Wous_ Ia Educational o Waste Treatment: Type_ ' I 0 Recreational: Golf Course ❑ Hazardous Waste: Type_ I Pr r'ect Issues Discussed in Document: • Aesthetic/Visual ❑Flood Plain/Flooding a Schools/Universities ■Archaeological/Historical o Agricultural Lind o Forst LandlFire Hazard a Septic Systems • Water Supply/Groundwater ' e Air Quality ■Geologic/Scismic(liquefaction) a Sewer Capacity a Welland/Ripanm a Water Quality a blinenls •Suit Erosion/Grading o Wildlife a Coastal Zone - a Noise a Solid Waste ❑Growth Indunng e Draioage'Ahsorption a Populations Housmg B:d:mm O Toxic/llandous • Land Use z: Ecoro",lluha 1 Puhlie 5en'ceslFaaiums •Tm Oie/Circulation IB Cumulalivc Effects t I a Fiscal ■ R ecrc:iun P:ul's 0 Vegetation o Other_ Pre,<nl G<nenl Plan Dc,i^naliunrZnnine!Land lice; PF (Public Facilities / Vacant ' I I'ra'ect Dvtcriolion: Construction of 12 hole gall mvru:; pro shop and deli; putting course; driving Hoge; 200 room t hotel; 13,300 square :rot t conference center; 4 restaurants and a sports bar; and 30,000 square (eel of commercial/office I -:pace. General plan amendment to change the land uu dcfrgntti..from PF, Public Facility to PCR, Public Cununenial Recreation and CG-1 Commercial Gencml. ' State Clearinghouse Contact: Ms.DeLicia R•ynn Project Sent to the following State Agencies Terry Rivasplata (916)445-0613 ' Seic Review Began: X Resource Slatc/Consumer Sve . _ - _-9 G Boating General Services Dept.Review to Agency �� `i _Coastal Comm CaVEPA ( _Coastal c.nsv ARB -1 Culnmdo Ayr Bd CA Write algnu PoI :\gene?RCV to SCII r._. 1V Comc,.nrn _SWRCB: Grants SCH COMPLIANCE. ��II X Fish&Game it .S _SWRCB: Delta _.lf_..r%_1- _Delta Protection ---- Forestry ,-OD HP Wlr Quality Parks&Ru/OHI',1 _SWRCB: Wlr Rights Please note SCH Numherna all C'ammenn _Reelamatinr, X Rcg. C CB R o n i O BCDC DISC ICTC qt1 0011 .. _ DWR Please forwar sic cram merits dared}to the ___OF..S Yth/Adil Corrections Lead Agencr --- --- -_ ---_---_-- Bus Transp Hous _Corrections Aeronautics Independent Comm �I CHP AQA1D!APCD' Energy Comm (Resources:_!� X NAHC aans Y ' --- _—Trans Planning _PUC ' Housing&Dcvel Santa Mn Mans T}Icalth&Welfare X State Lands Comm Drinking H2O _Tahoe Rgl Plan h1Cdwal W—, ........ 7 y , f ra� ! ATTACHMENT-H MITIGATION MONITORING AND COMPLIANCE PROGRAM FOR THE PROPOSED PATTON STATION GPA No. 98-03, CUP No. 98-14 (SCH# 98061105) SEPTEMBER 1998 -09/08/1998 Item #36 MITIGATION MONITORING AND COMPLIANCE PROGRAM FOR THE PATTON STATION CUP NO. 98-14, GPA NO. 98-03 SCH# 98061105 SEPTEMBER 1998 A. INTRODUCTION This Mitigation Monitoring and Compliance Program (MMCP) has been prepared for use in implementing mitigation measures identified in the June 1998 Initial Study and Negative Declaration as prepared for the City of San Bernardino, Lead Agency for the Patton Station golf resort/commercial project. This MMCP has been prepared in compliance with Section 21081.6 of the California Environmental Quality Act (CEQA) to ensure compliance with the environmental mitigation measures recommended for the project by the City of San Bernardino Planning and Building Services Department. CEQA requires adoption of a reporting or monitoring program for those measures or conditions placed on a project to mitigate or avoid adverse environmental effects on the environment. The law states that the monitoring or reporting program shall be designed to ensure compliance during project implementation. This MMCP, when implemented in conjunction with the City of San Bernardino's conditions of approval, will result in environmental effects associated with the project being less than significant. The traffic and circulation measures identified in the Initial Study are conditions of the project's Traffic Impact Analysis which will be adopted by resolution of the City Council. Compliance with the TIA will occur via inspection by the City Engineer and the issuance of a certificate of occupancy. The MMCP contains the following elements: 1. The mitigation measures identified in the Initial Study and responses to comments are recorded with the action that must be taken to implement them and the method that will be used to document or verify fulfillment of the measure or condition. In some instances, one action may be used to verify implementation of several measures, such as roadway design review. 2. A procedure for determining and recording compliance has been outlined for each action that must be implemented by the project to mitigate impacts to less than significant levels. This procedure identifies what action will be taken and when, designates who will be responsible for implementing the action and to whom they will report, and when compliance will be completed. 3. The MMCP has been designed to be flexible. As monitoring progresses, changes to compliance procedures may be necessary based upon recommendations made by those responsible for monitoring a measure. The City of San Bernardino will be responsible for cmraj«ts/42 iaieponvIAMce108i05 98 1 implementing the monitoring program. As changes are made, new checksheets will be developed and incorporated into the program. The Initial Study identified eleven (11) mitigation measures to be implemented during design and implementation of the project. These measures reduce the impacts from project-related traffic and construction operations to less than significant levels. No additional mitigation measures were recommended as a result of comments received during a 30-day public review of the Initial Study (TBD). G:/Projects/42 I/Repoff,%WCP/08/05/98 2 � 3 Ho oa 0 w w H � O q � F� ¢ F ° .N d •N d N y s m . O Fri w 0 .0 aao ¢ a0 � u 0 > 50 U .E E > � o W O p Z F Z •• va o W a CL ¢ M d a � va z p , W 0 U oX °�° a 0 CU Z.. O wQ o o v o0 A .7 az 0 " 3 oU tn a . r to 0 0 .0 on `- � to w 0 z V a U o to o .E ° 0 to cE ° � HOC O v U E a U F U 0 ❑ d cd 0 (1, ❑ d 0 cb ° cd u p =s b 3 0 a o 0 0 p p ti O Gam] ou m 4., 0 3 > o v Fr+ G �. 0 H P ¢ .00 „ d o N d ° 0 d p y v O N a 0 ca 0 . o z O 0 U . 0 � C id •p ❑ m .0 'LJ 4" N cl � °' o > � a oo a 'n o . on ° � . c Ei i3 [ o � > ? one y o U � c a a 0 0 3 q o x a� 0 W o d d v �y 0 0 'CS w � 0 aGi 0 ') C w u C chi om � � � � 3 r. ¢ 0 v cnv� w ti a � FO °zo w ca w � z a o A � F FF. a� C •o �e °• >u> w W C G Q UIff O W U . E L) no ° $ > Q o W C: a C7 ° � O 0 0 C, z c a. Wd � � aWO r w to Q � c00•. � Q U to W F 'D UO � Qf) w � Uoc � o ZU � Wa a. a E ° d Q " 0 o .° °- E w w 0 z V �lU o t 2 V] p N C O O > O V] «= U U Q F _ O N N y W b i0 '�. Q 'O Y vi N U C O y W p O O y �"" N ❑ '1" �. o o v a p U o b0 N cd b U O a 7a .:z 'EP > o 2 a p N px c _ to } F G p y C .[ g iC � K v °q b > ❑ N ° p 0 b U dti � 'aUEl � d � abayF • • 1 ATTACHMENT-I 1 PATTON STATION TRAFFIC IMPACT ANALYSIS [REVISED] 1 City of San Bernardino, California 1 1 1 1 1 1 1 1 1 1 1 item 09/08/1998 R KJ K _ Item #36 k ASOMTES IQ 1 R K K ASSOCIATES INC. August 3, 1998 Ms. Debra Meier ' LILBURN CORPORATION 1905 Business Center Drive San Bernardino, CA 92408 Subject: Patton Station Traffic Impact Analysis (Revised) ' Dear Ms. Meier: RKJK & ASSOCIATES, INC. (RKJK) is pleased to submit the revised Patton Station Traffic Impact Analysis. This report provides a summary of the findings, analysis procedures and evaluation of the project area with respect to on-site and off-site ' traffic impacts pursuant to the City of San Bernardino and San Bernardino County Congestion Management Program requirements. This traffic impact analysis report includes an evaluation of both "Opening Year" and Year 2015 scenarios pursuant to CMP requirements. A number of traffic recommendations are included for future conditions within Section 7 of this report. If you have any questions regarding this study, please do no to to call at (949) 474-0809. ?SGFESSIO& BERT Kq �Fy Sincerely, QO by c2 NO 0555 D RKJK & ASSOCIATES, INC. P 12/31/a1 46ho Kain, AICP Qrl Ballard �JVV�` ahn, P.E. ri cipal Senior Associate Principal ' JK:CB:RK:kgd/8377 JN:0265-98-02 ' Attachments TRANSPORTATION PL.\"\;V' . . Ti:AFFI('. A000STICAL ENGINEERING 1601 Duce Street. Suite !90 • Nc\% oi . Phne: 949i 474-0809 Fax: (949) 474-0902 PATTON STATION TRAFFIC IMPACT ANALYSIS (REVISED) CITY OF SAN BERNARDINO, CALIFORNIA Prepared for: ' LILBURN CORPORATION 1905 Business Center Drive San Bernardino, CA 92408 Prepared by: RKJK & ASSOCIATES, INC. 1601 Dove Street, Suite 290 ' Newport Beach, CA 92660 John Kain, AICP ' Carl Ballard Robert Kahn, P.E. August 3, 1998 JN:0265-98-02 JK:CB:RK:kgd/8377 TABLE OF CONTENTS SECTION PAGE 1 . INTRODUCTION . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 1 .1 Project Overview ' 1 .2 Study Area 1 .3 Analysis Methodologies 1 .4 Definition of Deficiency and Significant Impact 2. PROJECT DESCRIPTION AND CMP TRAFFIC CONTRIBUTION TEST 2-1 2.1 Project Description 2.2 Project Traffic ' 3. EXISTING CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.1 Existing Roadway System and Daily Traffic Volumes 3.2 Existing Peak Hour Traffic Volumes 3.3 Existing Traffic Operations 3.4 Planned Transportation Improvements and ' Relationships to General Plan 4. FUTURE TRAFFIC CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 4.1 Future Without Project Traffic Conditions 4.2 Future With Project Traffic Conditions ' 5. FUTURE TRAFFIC OPERATIONS ANALYSIS . . . . . . . . . . . . . . . . . 5-1 5.1 Future Opening Year (1999) Traffic Operations 5.2 Future CMP Horizon Year (2015) Traffic Operations 5.3 CMP Freeway Evaluation 1 5.4 Sight Distance 6. IMPROVEMENT COSTS AND PROJECT CONTRIBUTION . . . . . . . . . 6-1 6.1 CMP Required Improvements and Costs 6.2 Project Contribution and Fair Share Costs 7. SUMMARY AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . 7-1 ' 7.1 Summary 7.2 Recommendations APPENDICES DRIVING RANGE TRIP GENERATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . A TRAFFIC COUNT DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B EXISTING CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . C ' TRAFFIC SIGNAL WARRANTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . • . . . . . . F OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITH IMPROVEMENTS) G FUTURE TRAFFIC FORECASTS AND REASONABLENESS TESTS . . . . . . . . H YEAR 2015 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS (WITHOUT IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS ' (WITHOUT IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITH IMPROVEMENTS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K INTERSECTION SIGHT DISTANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L ' PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CMP . . . . . . . . . . M ' NOTE: These technical appendices have been bound as a separate Technical Appendix to the body of the report presented herein. The Technical Appendix contains all required technical data in accordance with the City of San Bernardino and San Bernardino County Congestion Management Program guidelines. 1 LIST OF EXHIBITS EXHIBIT PAGE 1-A PROJECT LOCATION MAP . . . . . . . . . . . . . . . . . . . . . . . . . . 1-2 1-13 CONGESTION MANAGEMENT PROGRAM NETWORK AND STUDY AREA LIMITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-3 ' 1-C NORTH SITE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-5 1-1) SOUTH SITE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-6 2-A PROJECT TRIP DISTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . 2-5 2-B PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . 2-7 ' 2-C PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 2-8 2-D PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 2-9 2-E CMP PROJECT TRAFFIC CONTRIBUTION TEST VOLUMES . . . 2-10 2-F CMP HORIZON YEAR ANALYSIS LOCATIONS . . . . . . . . . . . 2-12 3-A EXISTING ANALYSIS LOCATIONS . . . . . . . . . . . . . . . . . . . . 3-2 3-B EXISTING NUMBER OF THROUGH LANES AND INTERSECTION GEOMETRIES . . . . . . . . . . . . . . . . . . . . . . . . 3-3 ' 3-C EXISTING AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . 3-4 3-D EXISTING AM PEAK HOUR INTERSECTION VOLUMES . . . . . . 3-6 3-E EXISTING PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . 3-7 3-F CITY OF SAN BERNARDINO GENERAL PLAN CIRCULATION ELEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . 3-10 3-G CITY OF SAN BERNARDINO GENERAL PLAN ROADWAY CROSS-SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-11 3-H CITY OF HIGHLAND GENERAL PLAN CIRCULATION ELEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . 3-12 3-1 CITY OF HIGHLAND GENERAL PLAN ROADWAY ' CROSS-SECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-13 1 4-A OPENING YEAR WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3 ' 4-B YEAR 2015 WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4 ' 4-C OPENING YEAR WITH PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6 ' 4-D YEAR 2015 WITH PROJECT AVERAGE DAILY TRAFFIC (ADT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-7 5-A OPENING YEAR WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-3 5-13 OPENING YEAR WITHOUT PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-4 5-C OPENING YEAR WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-6 5-D OPENING YEAR WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-7 5-E YEAR 2015 WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-11 5-F YEAR 2015 WITHOUT PROJECT PM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-12 1 5-G YEAR 2015 WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-15 5-H YEAR 2015 WITH PROJECT PM PEAK HOUR ' INTERSECTION VOLUMES . . . . . . . . . . . . . . . . . . . . . . . . . 5-16 5-1 INTERSECTION SIGHT DISTANCE EVALUATION FOR PROJECT ENTRANCE/HIGHLAND AVE. . . . . . . . . . . . . 5-25 5-J INTERSECTION SIGHT DISTANCE EVALUATION ' FOR CENTRAL AVE./PROJECT ENTRANCE . . . . . . . . . . . . . 5-26 7-A PROJECT CIRCULATION RECOMMENDATIONS . . . . . . . . . . . 7-5 ' 7-B CENTRAL AVE. CONCEPTUAL STRIPING PLAN . . . . . . . . . . . 7-7 LIST OF TABLES TABLE PA E 2-1 TRIP GENERATION RATES . . . . . . . . . . . . . . . . . . . . . . . . . 2-3 ' 2-2 PROJECT TRIP GENERATION . . . . . . . . . . . . . . . . . . . . . . . 2-4 ' 2-3 CMP FREEWAY PROJECT TRIP CONTRIBUTION SUMMARY 2-11 3-1 EXISTING CONDITIONS INTERSECTION ANALYSIS . . . . . . . 3-8 I5-1 OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . 5-2 ' 5-2 OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-5 5-3 OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS WITH IMPROVEMENTS . . . . . . . . . . . . . . . . . . . 5-9 5-4 YEAR 2015 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . 5-10 ' 5-5 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-14 5-6 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS WITH IMPROVEMENTS . . . . . . . . . . . . . . . . . . . 5-18 5-7 CMP FREEWAY MAINLINE AM PEAK HOUR OPERATIONS ANALYSIS (YEAR 2015) . . . . . . . . . . . . . . . . . . . . . . . . . 5-19 5-8 CMP FREEWAY MAINLINE PM PEAK HOUR OPERATIONS ANALYSIS (YEAR 2015) . . . . . . . . . . . . . . . . . . . . . . . . . 5-21 5-9 CMP FREEWAY MAINLINE AM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) . . . . . . . . . . . . . . . . 5-22 5-10 CMP FREEWAY MAINLINE PM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) . . . . . . . . . . . . . . . . 5-23 6-1 SUMMARY OF INTERSECTION AND ROADWAY IMPROVEMENTS AND COSTS . . . . . . . . . . . . . . . . . . . . . . 6-2 I6-2 SUMMARY OF CMP FREEWAY MAINLINE AM IMPROVEMENTS AND COSTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3 6-3 SUMMARY OF CMP FREEWAY MAINLINE PM IMPROVEMENTS AND COSTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-4 6-4 PROJECT FAIR SHARE INTERSECTION TRAFFIC CONTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-6 6-5 PROJECT FAIR SHARE FREEWAY MAINLINE AM TRAFFIC CONTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . . . 6-7 6-6 PROJECT FAIR SHARE FREEWAY MAINLINE PM TRAFFIC CONTRIBUTION . . . . . . . . . . . . . . . . . . . . . . . . . 6-8 1 1 rPATTON STATION TRAFFIC IMPACT ANALYSIS (REVISED) CITY OF SAN BERNARDINO, CALIFORNIA 1 INTRODUCTION ' This report summarizes the traffic impact analysis conducted to assess the impacts I of potential land uses within the Patton Station on the roadway system in the study area. The project is located in the City of San Bernardino, within San Bernardino County. The general location of the project site is presented on Exhibit 1-A. The traffic issues related to the proposed land uses and development have been evaluated in the context of the California Environmental Quality Act (CEQA) and the ' San Bernardino County Congestion Management Program (CMP). The City of San Bernardino is the lead agency responsible for preparation of the traffic impact analysis, in accordance with both CEQA and CMP authorizing legislation. Exhibit 1-B depicts the CMP roadway network and study area limits. The CMP requires no analysis ' further than 5 miles from the project site. In accordance with explicit CMP requirements, both an Opening Year analysis and a CMP Horizon Year analysis are included in this report. The introduction to this report presents an overview of the project and provides a brief description of the study area. The analysis methodologies used to evaluate the impacts of the project are described, and the definitions of roadway system deficiencies and significant project impacts are presented in the context of the CMP and CEQA requirements. 1-1 a EXHIBIT 1-A PROJECT LOCATION MAP D D a D 4 � a o w CENTRAL AV F. D J Q 0 � z a w SR-70 FWy 0 w Vj U Of SR-259 w a < FWY. < > 0 HIGH AND WE z N a PAC 1111FIC ST. w z SI E e = N LL a > 9LUGl L Q �( U 5TH ST. 9 GREENSPOT RD. RD ST, RIALTO N O W MILL ST. CD Z W < Q W a m Of n Zw z g o a ¢ =o a w m > SAN BERNARDINO AVE. -' a L 1-10 FWY. z z V, 0 N 0 w J , Q U 0285-98-01:01A � PATTON STATION, San Bernardino, Caldomm 15j K- 1-2 EXHIBIT 1-13 CONGESTION MANAGEMENT PROGRAM NETWORK AND STUDY AREA LIMITS ..... O CENTRAL / W AVE. J Q W ° ° Z w LLi a w X Q 0 4J Z SR-259 a L) < �V) FWY. 0 HI F PACIFIC ST. AGFII F �T SI E U 3 a a 9LF Q =N 5T ��P U GREENSPOT RD. 3RD ST. RIALTO AVE. rn ° MILL ST. ° z z f I z m a z I.i z a ° g o w U ¢ 0 U 0 < SAN RFRNARDINO AVE. 1-1 FWY. LEGENDo — = 5 MILE STUDY AREA LIMITS = CMP ROADWAY _ 0265-98-01:33A PATTON STATION, Son Bernannno, California Al K - A ASSWATES INC. ' 1-3 Subsequent sections of the report will describe the project in detail and provide a t complete description of existing and projected traffic conditions within the study area. 1 .1 Proiect Overview The project site is located in the City of San Bernardino. The Patton Station ' project is comprised of two separate sites that will be used in the development of the golf course, driving and putting range, hotel and associated amenities. The sites are generally located north and south of the Patton State Hospital, which is located in the City of San Bernardino along Highland Avenue, between Victoria Avenue and Orange Street. The golf course will be located on approximately 73 acres of land lying immediately north of the Patton State Hospital, stretching from Victoria , Avenue on the west to Orange Street on the east (see Exhibit 1-C). The 73 acre north site will be the location of a 12 hole golf course, starter ' shack (approximately 300 SF), restrooms, and small parking lot with access , from Orange Street. The golf course would be operated from facilities within the hotel, which will be located on the south side of Highland Avenue. Primary access to the golf course would be via a golf cart path which would utilize an existing tunnel under Highland Avenue, then proceeding around the easterly side of the hospital grounds to the starter shack. All vehicular traffic will occur to/from the south site of the project. L A separate 38 acre site, located southerly of the Hospital, on the south side , of Highland Avenue, will be used to develop the hotel along with commercial and restaurant pads, and other golf related recreation facilities (see Exhibit , 1-D). i 1 1-4 EXHIBIT 1-C NORTH SITE PLAN 1 1 {J „ kAXI I PATTON STATIO .- R�j K- PATTON STATION. Son Bernammo. Lalifomia A Ay OMn3 INC. 1-5 EXHIBIT 1-D SOUTH SITE PLAN HIGHLAND AVENUE \' r , 7 z R All RLSUURAN r �9uiaMC T L B• �,�, ..i�.� , � E AY �FER�CE 1 HRm k tt C' Gpf PUT11Ra .l .:l. . ,• l' SE l I , 0265-98-02:37A ��1�_ PATTON STATION, Son Semaro,no, Oalifomia t LSfOG1Cf RIG 1-6 As currently envisioned, the entire complex will be managed from the hotel facilities at this location, with golf cart access to the north site via an existing tunnel under Highland Avenue. Development of the south site will include the following: • 200 room Hotel with meeting rooms • 18 hole Putting Course ' • Double-decked Driving Range with 94 tees • Maintenance Shop Office/Deli/Pro Shop • Four Restaurant Pads (approximately 21,600 SF) ' • Fast Food Restaurant Pad (approximately 2,800 SF) • Mixed use of complex featuring commercial and service-related uses, including credit union, post office, and family entertainment/virtual reality center (total 33,700 SF) 1 Additional detailed discussion of the project and its traffic characteristics will be provided in subsequent sections°of'this report. 1 .2 Study Area The overall study area evaluated in this study was previously presented on Exhibit 1-B, which also identified all CMP roadways within the study area. The roadway elements which must be analyzed in accordance with CMP requirements are dependent on both the analysis year (project Opening Year or CMP Horizon Year) and project generated traffic volumes. 1-7 I Regional access to the site is provided directly by the SR-30 Freeway. Local ' access is provided by various roadways in the vicinity of the site. The east- west roadways which will be most affected by the project include Highland ' Avenue, Pacific Street and Baseline Street. North-south roadways expected to provide local access include Arden Avenue, Victoria Avenue, Central ' Avenue, Orange Street, Palm Avenue and Boulder Avenue. A series of scoping discussions were conducted with the following agencies to define the desired analysis locations for each future analysis year: ' • City of San Bernardino • San Bernardino Associated Governments (SANBAG) ' The Year 2015 horizon year analysis locations can only be determined once the projected Year 2015 project related traffic volumes have been developed. This information will be presented in subsequent sections of this report. The Year 2015 analysis includes the entire project. 1 .3 Analysis Methodolooies This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The methodologies described are consistent with the San Bernardino County Congestion Management Program. The following analysis years are considered in this report: • Existing Conditions - 1998 • Project Opening Year - 1999 • CMP Horizon Year - 2015 ' 1-8 Both the overall methodologies used to develop future traffic volume forecasts, and the explicit traffic operations analysis methodologies are summarized herein. The primary section of interest to the non-technically oriented reviewer is Section 1 .4.2 (Definition of Significant Impact). ' 1 .3.1 Overall Analysis Methodology ' As described previously, traffic conditions are evaluated in this report for both existing conditions and the future horizon year. Actual traffic count data were obtained from a variety of sources to quantify existing traffic conditions. Traffic counts were also collected by RKJK specifically for this study. These counts were supplemented by information obtained from the Traffic Volumes on California State Highways by Caltrans and counts made ' for the City of San Bernardino and City of Highland. The CMP Horizon Year (2015) traffic volumes without the project have been derived from the subregional travel demand model currently being used for long range planning in the City of San Bernardino. This model is commonly referred to as the East Valley Traffic Model (EVTM). The EVTM is the approved travel demand forecasting tool within the study area. The ADT volume forecasts have been determined using a growth increment approach based on the EVTM Year 1994 and Year 2015 forecasts. The ' growth increment volume between 1994 and 2015 for each roadway has been determined and added to the existing ADT volume to determine the ' 2015 growth incremented volume. If growth of less than 10% has been forecast for any particular ADT volume, the future forecast has been adjusted ' upward to provide at least 10% growth. i 1-9 It is nearly always necessary to refine travel demand model output data when ' utilizing such data for extremely detailed analysis, such as intersection peak hour operations analysis. The CMP explicitly requires that intersection peak hour operations analysis be performed. The level of refinement needed is typically greater than the level of refinement which is provided by the growth ' increment procedure used for refining ADT volume forecasts. As described below, an ADT based peak hour forecasting procedure has been chosen for ' use in this study, because the available future forecasts are best suited to this approach. ' A number of approaches to developing reasonable Year 2015 background ' peak hour turning movement forecasts have been considered for use in this study. Current peak hour turning movement traffic count data is a necessary input regardless of which approach is used. The existing traffic count data ' serves as both the starting point for any refinement process, and also provides important insight into current travel patterns and the relationship ' between peak hour and daily traffic conditions. The basic approaches differ in the type of model data which is used as input for developing refined peak hour forecasts. In this analysis, the RKJK ' approach is to use the refined ADT volume forecasts and existing ADT and peak hour turning movement volume data as initial inputs to the refinement process. This approach is most appropriate when the future forecast data is being extracted from a travel demand model with a relatively coarse traffic analysis zone structure relative to the roadway system elements being analyzed. ' 1-10 1 1 Two other approaches are often taken. One approach utilizes peak hour 1 directional segment volumes, while the other approach requires extracting peak hour turning movement forecasts directly from the model. In general, 1 the ADT based approach is applied only when the model providing the forecast data is relatively coarse in terms of model traffic analysis zone 1 structure and roadway network. ' The peak hour approaches both work best when a detailed travel demand model is being utilized in the analysis. A fine-grained traffic analysis zone 1 structure, and more extensive validation of local arterial daily and peak hour traffic volumes are expected to result in future model forecasts which are 1 relatively accurate. This minimizes the need for further refinement. A more detailed model is also capable of providing forecasts which are sensitive to 1 such issues as unequal growth patterns or the provision of new travel routes within the study area. 1 It should be noted that the peak hour based approach breaks down 1 completely whenever a traff ic analysis zone's traffic is loaded directly into an intersection. This is a common practice at the regional level of travel demand 1 modeling. 1 The ADT based peak hour refinement process has been chosen for use in this study. The primary reason for this decision is the fact that the CTP model 1 is the only travel demand model which has been accepted for CMP analysis purposes within the study area. The ADT based refinement process is 1 capable of "smoothing" the large changes in the growth forecasts which are caused by the large traffic analysis zones of a subregional model such as the 1 i 1-11 1 1 1 CTP model. The growth in population and employment is also fairly ' consistent throughout the study area. The ADT based approach can be summarized as follows: 1 . Calculate the.ratio of the refined future ADT volume forecast ' divided by the existing ADT volume, for each leg of the intersection. 1 EXAMPLE: Post-processed Future East Leg ADT = 20,000 t vehicles per day Existing ADT = 10,000 vehicles per day ' Growth Ratio = 20,000/10,000 = 2.0 2. For each turning or through movement calculate the average ' growth for the two legs of the intersection utilized by the , movement in question. EXAMPLE: Westbound through movement enters the , intersection on the east leg and departs on the ' west leg. East Leg Growth Ratio = 2.0 (per Step 1 ) , West Leg Growth Ratio = 1 .5 (calculated separately and not shown here) ' Average Growth = 0 .5 + 2.0) / 2 = 1 .75 1 3. Calculate the future westbound through movement volume forecast, for example, by multiplying the existing peak hour , 1-12 1 ' through movement volume by the average growth ratio ' calculated in step 2. ' EXAMPLE: Existing peak hour westbound through movement traffic volume is 800 vehicles. Future forecast = 800 x 1 .75 = 1 ,400 vehicles ' 4. All other turning or through movements are calculated similarly, (using example methodology), using appropriate approach and ' departing ADT's. This straightforward approach has several advantages. It tends to spread growth in a fashion very similar to Fratar or other factoring techniques. This balances the tendency of a subregional scale model to assign large increments of growth to one facility without reflecting the tendency for ' growth to be spread along all of the arterials in the study area. At the same time, it also results in forecasts which satisfy basic reasonableness tests, ' such as the conservation of traffic flow into and out of each intersection. ' Following the initial application of the ADT volume based forecasting procedure, a comprehensive set of reasonableness tests have been applied to all of the forecasts. The existing turning movement count data and future turning movement forecasts have been compared to ensure that reasonable growth is projected for each individual turning movement. If growth of less than 10% has been forecast for any particular turning movement, the future ' forecast has been adjusted upward to provide at least 10% growth. 1-13 1 The relationship between the future ADT volume forecasts and the peak hour ' turning movement forecasts on each intersection leg and for each overall intersection has also been reviewed. Based on discussions with the ' Congestion Management Agency (SANBAG) staff, future AM peak hour ' forecasts are expected to generally fall in the range of 8 - 10% of daily traffic. Similarly, PM peak hour forecasts are expected to fall in the range of ' 10 - 12%. Where the initial refined future forecasts fell outside these ranges, the overall intersection peak hour forecasts was adjusted upward or ' downward until this criteria was satisfied. Finally, the conservation of flow between immediately adjacent intersections ' has been reviewed. The traffic flows at adjacent freeway on- and off-ramp , intersections is a good example of this situation. When the initial refined future forecasts did not demonstrate reasonable conservation of flow at such ' immediately adjacent intersections, the flows were adjusted to satisfy this constraint. The result of this process is a set of future background peak hour ' turning movement forecasts suitable for peak hour intersection operations analysis. , The relationship between the future ADT volume forecasts and the peak hour , turning movement forecasts on each intersection leg and for each overall intersection has also been reviewed. Based on discussions with the ' Congestion Management Agency (SANBAG) staff, future AM peak hour forecasts are expected to generally fall in the range of 8 - 10% of daily ' traffic. Similarly, PM peak hour forecasts are expected to fall in the range of 10 - 12%. Where the initial refined future forecasts fell outside these ' ranges, the overall intersection peak hour forecasts was adjusted upward or downward until this criteria was satisfied. ' 1-14 ' Finally, the conservation of flow between immediately adjacent intersections ' has been reviewed. The traffic flows at adjacent freeway on- and off-ramp intersections is a good example of this situation. When the initial refined ' future forecasts did not demonstrate reasonable conservation of flow at such immediately adjacent intersections, the flows were adjusted to satisfy this ' constraint. The result of this process is a set of future peak hour turning movement forecasts suitable for peak hour intersection operations analysis. Project traffic volumes for the future conditions projections were estimated ' using the manual approach described in the CMP guidelines. Trip generation has been estimated based on the average trip rates contained in the Institute 1 of Transportation Engineers (ITE) publication Trio Generation, 6th Edition (1997). The mixed use nature of the project (combining commercial retail, ' restaurant, hotel and golf uses) is expected to result in some internal capture of trips generated by the project. An internal capture rate of 9% has been ' assumed for the Patton Station development. The project trip distribution was developed based on a review of existing traffic volumes and projected ' future traffic patterns as predicted by the EVTM model. ' Project traffic volumes were then added to the future year background volumes. The result of this traffic forecasting procedure is a series of traffic volumes suitable for traffic operations analysis. ' 1 .3.2 Traffic Operations Analysis The current technical guide to the evaluation of traffic operations is the 1994 Highway Capacity Manual (HCM) (Transportation Research Board Special Report 209). The 1994 HCM defines level of service as a qualitative 1-15 measure which describes operational conditions within a traffic stream, ' generally in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience, and safety. The , criteria used to evaluate LOS (Level of Service) conditions vary based on the , type of roadway and whether the traffic flow is considered interrupted or uninterrupted. , The definitions of level of service for uninterrupted flow (flow unrestrained ' by the existence of traffic control devices) are: • LOS "A" represents free flow. Individual users are virtually unaffected , by the presence of others in the traffic stream. ' • LOS "B" is in the range of stable flow, but the presence of other users ' in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but there is a slight decline in the ' freedom to maneuver. • LOS "C" is in the range of stable flow, but marks the beginning of the ' range of flow in which the operation of individual users becomes ' significantly affected by interactions with others in the traffic stream. • LOS "D" represents high-density but stable flow. Speed and freedom , to maneuver are severely restricted, and the driver experiences a ' generally poor level of comfort and convenience. 1-16 1 • LOS "E" represents operating conditions at or near the capacity level. ' All speeds are reduced to a low, but relatively uniform value. Small increases in flow will cause breakdowns in traffic movement. • LOS "F" is used to define forced or breakdown flow. This condition ' exists wherever the amount of traffic approaching a point exceeds the amount which can traverse the point. Queues form behind such ' locations. Uninterrupted flow is generally found only on limited access (freeway) facilities in urban areas. The level of service is based on the HCM, Table 3-1 . ' The definitions of level of service for interrupted traffic flow (flow restrained ' by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control. ' The level of service is typically dependent on the quality of traffic flow at the intersections along a roadway. The 1994 Highway Capacity Manual (HCM) methodology expresses the level of service at an intersection in terms of ' delay time for the various intersection approaches. The HCM uses different procedures depending on the type of intersection control. The levels of ' service determined in this study are calculated using the HCM methodology. For signalized intersections, average stopped delay per vehicle is used to determine level of service. Levels of service at signalized study intersections ' have been evaluated using the HCM intersection analysis program TRAFFIX. 1-17 1 Study area intersections which are stop sign controlled with stop-control on , the minor street only have been analyzed using the two-way stop-controlled unsignalized intersection analysis methodology of the HCM. For these ' intersections, the calculation of level of service is dependent on the , occurrence of gaps occurring in the traffic flow of the main street. Using data collected describing the intersection configuration and traffic volumes , at these locations to calculate average intersection delay, the level of service has been calculated. The level of service criteria for this type of intersection analysis is based on average total delay per vehicle. The level of services are defined in terms of average delay for the various intersection analysis methodologies as follows: ' AVERAGE STOPPED AVERAGE TOTAL ' DELAY PER VEHICLE DELAY PER VEHICLE ISECONDSI (SECONDS) LEVEL OF ' SERVICE SIGNALIZED UNSIGNALIZED A 0 to 5.00 0 to 5.00 , B 5.01 to 15.00 5.01 to 10.00 C 15.01 to 25.00 10.01 to 20.00 ' D 25.01 to 40.00 20.01 to 30.00 E 40.01 to 60.00 30.01 to 45.00 ' F 60.01 and up 45.01 and up 1 Per CMP, signalized intersections are considered deficient (LOS "F") if the overall intersection critical V/C ratio equals or exceeds 1 .0, even if the level ' of service defined by the delay value is below the defined LOS standard. ' 1-18 ' A level of service analysis must be conducted on all existing segments and intersections on the CMP network potentially impacted by the project or plan (as defined by the thresholds in Section 18). Urban segments (i.e., segments on roadways that are generally signalized) do not require segment analysis. Segment requirements can normally be determined by the analysis of lane ' requirements at intersections. Freeway mainline segments must be analyzed, and ramp-weaving analysis may be required at local discretion, if a ramp or weaving problem is anticipated. The LOS analysis for signalized intersections has been performed using optimized signal timing. This analysis has included an assumed lost time of three seconds per phase in accordance with 1997 San Bernardino CMP recommended default values. Signal timing optimization has considered ' pedestrian safety and signal coordination requirements. Appropriate time for pedestrian crossings have also been considered in the signalized intersection analysis. The following formula has been used to calculate the pedestrian minimum times for all HCM runs: [(Curb to Curb distance - 6) / 41 + 7 Saturation flow rates of 1 ,800 vehicles per hour of green (vphg) for through and right turn lanes and 1 ,700 vehicles for single left turn lanes, 1 ,600 vehicles per lane for dual left turn lanes and 1 ,500 vehicles per lane for triple ' left turn lanes have been assumed for all capacity analysis. These are the default values recommended by the CMP guidelines. The peak hour traffic volumes have been adjusted to peak 15 minute volumes for analysis purposes using the existing observed peak 15 minute .1-19 to peak hour factors for all scenarios analyzed. Where feasible improvements ' in accordance with the local jurisdiction's General Plan and which result in acceptable operations cannot be identified, the Year 2015 peak hour factor , has been adjusted upwards to 0.95. This is specifically allowed by the San ' Bernardino CMP guidelines to account for the effects of congestion on peak spreading. ' 1 .4 Definition of Deficiency and Significant Impact , The following definitions of deficiencies and significant impacts have been developed in accordance with the City of San Bernardino General Plan requirements. ' 1 .4.1 Definition of Deficiency ' The definition of an intersection deficiency has been obtained from the City ' of San Bernardino General Plan. The General Plan states that peak hour intersection operations of LOS "D" or better are generally acceptable. , Therefore, any intersection operating at LOS "E" or LOS "F" will be considered deficient. ' 1 .4.2 Definition of Significant Impact ' The City of San Bernardino General Plan and Circulation Element have been , adopted in accordance with CEGA requirements, and any roadway improvements within the City of San Bernardino which are consistent with , these documents are not considered a significant impact, so long as the project contributes its "fair share" funding for improvements. , 1-20 1 2 PROJECT DESCRIPTION AND CMP TRAFFIC CONTRIBUTION TEST ' This section describes the project land uses and traffic characteristics for the future horizon year analyzed. The CMP traffic contribution test used to determine the CMP Horizon Year (2015) analysis locations is also presented in this section. ' 2.1 Project Description The project site plans were previously presented on Exhibits 1-C and 1-D. ' The project site is proposed to be developed with golf course, driving and putting range, hotel, commercial retail and restaurant uses. 2.2 Proiect Traffic The traffic related to the project has been calculated in accordance with the ' following accepted procedural steps: 1 • Trip Generation • Trip Distribution • Traffic Assignment ' These steps are described in detail below. 2.2.1 Project Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation Manual (6th Edition, 1997) has been used to calculate the overall quantity of traffic which 2-1 the project site is estimated to generate. Table 2-1 presents the rates which , have been obtained from the ITE Trip Generation Manual. Table 2-2 summarizes the projected trip generation for the Patton Station development. The proposed development is projected to generate a total of , approximately 11 ,416 trip-ends per day with 618 vehicles per hour during the AM peak hour and 947 vehicles per hour during the PM peak hour. ' 2.2.2 Project Trip Distribution and Assignment , The trip distribution and assignment process represents the directional , orientation of traffic to and from the project site. Trip distribution is heavily , influenced by the geographical location of the site, the location of residential areas and the proximity to the regional freeway system. , The EVTM model has been used to evaluate the regional distribution of , project traffic. A select zone (trip distribution) analysis was performed using the EVTM model data provided by City of San Bernardino staff. The detailed trip distribution/traffic assignment process has been ' accomplished manually. The project trip distribution is presented on Exhibit 2-A. ' 2.2.3 Project Only Traffic Volume Forecasts , f The project only traffic forecasts have been developed by applying the trip ' generation, distribution, and traffic assignment calculations. 2-2 1 TABLE 2-1 TRIP GENERATION RATES' PEAK HOUR AM PM LAND USE UNITS' IN OUT IN OUT DAILY Hotel RM 0.36 0.24 0.48 0.32 10.00 Golf Course Hole 1.75 0.47 1.21 1.53 35.74 Golf Driving Range Tee 0.25 0.25 0.53 0.73 14.85 Commercial Retail TSF 1.51 0.97 4.36 4.73 100.51 High Turnover TSF 4.82 4.45 6.52 4.34 130.34 (Sit-Down) Restaurant Fast Food TSF j 25.43 j 24.43 j 17.41 16.07 496.12 w/Drive-Thru 1 ' Source: Institute of Transportation Engineers, Trip Generation, Sixth Edition, 1997, Land Use Categories 430, 432, 710, 820, 832 and 834. San Diego Association of Governments (SANDAG), December, 1996. RM = rooms TSF = thousand square feet AM peak hour and daily rate obtained from data compiled by RKJK for the Rancho Golf ' Center Traffic Evaluation (see Appendix 'A'). ' 2-3 1 TABLE 2-2 PROJECT TRIP GENERATION' PEAK-HOUR , AM PM , LAND USE QUANTITY UNITS' IN OUT IN OUT DAILY Hotel 200 RM 72 48 96 64 2,000 ' Golf Course 12 Holes 21 6 15 18 429 Golf Driving Range 94 Tees 24 24 50 69 1,396 ' Commercial Retail 33.7 TSF 51 33 147 159 3,387 High Turnover 21.6 TSF 104 96 141 94 2,815 , (Sit-Down) Restaurant Fast Food 2.8 TSF 71 68 49 45 1,389 ' w/Drive-Thru TOTAL 343 275 498 449 11,416 ' 1 An internal capture rate of 9% has been assumed for the Patton Station development (see Exhibit 2-A). ' RM = rooms TSF = thousand square feet ' 2-4 , EXHIBIT 2-A ' PROJECT TRIP DISTRIBUTION r----------------- 2 s , NORTH SITE ' 2 2 W _ _W_ — W J � Z_1 I _� Lj Z Q 1 �/ %< y W Q W 0 N L J 19 a > <= a 3 0 1 1 8 31 50 24 �___ ' SR�30 INTERNAL 'SOU H' 25 23 2 19 16 6 7 Fwr SI t 11 13 T 15 i' 9 3 2 1 PA 8 j 2 LD a 10 5 t t 8 5 1 6 ' BASEL 3 2 3 6 ' tl 1 5r 5' 5 2 I LEGENDe 10 = PERCENT TO/FROM PROJECT 0285-98-02:34A PATTON SUTTON, Son 8ernorE,m California R l K _ t ASS( TES 4J INC. 1 2-5 The project only ADT's are depicted on Exhibit 2-B. The project only AM ' peak hour traffic volumes are shown on Exhibit 2-C and project only PM peak , hour traffic forecasts are shown on Exhibit 2-D. The project traffic volumes presented in this section are the criteria determining the limits of the required CMP Horizon Year (2015) analysis. ' The CMP states that any CMP roadway link carrying 80 or more two-way project trips or any CMP freeway link carrying 100 or more two-way project , trips during the AM and/or PM peak hour must be analyzed to ensure that no CMP deficiencies are anticipated within the study area. Exhibit 2-E , graphically depicts the CMP project traffic contribution test volumes on all of the roadway segments adjacent to the potential CMP intersection analysis ' locations previously identified, until the project volume contribution has dropped below the CMP 80 trip threshold. , Table 2-3 summarizes the CMP traffic contribution test for the potential , freeway segments in the study area. Only freeway segments with 100 or more two-way (total) trips need to be analyzed in accordance with CMP , requirements. Exhibit 2-F presents the resulting final CMP Horizon Year (2015) analysis locations. Overall, 14 intersection locations and 3 freeway , segments have been analyzed per CMP requirements. The project contributes traffic greater than the CMP freeway threshold , volume of 100 two-way trips to a State Highway (SR-30 Freeway), and the , project contribution test has indicated that the project will contribute more than 80 trips (CMP roadway threshold volume) along roadway segments , serving CMP intersections within the County of San Bernardino and City of Highland. This means that the City of San Bernardino must notify the , Congestion Management Agency (SANBAG), the California Department of Transportation (Caltrans), the County of San Bernardino and the City of , 2-6 EXHIBIT 2-B PROJECT AVERAGE DAILY TRAFFIC IADTI r----------------1 J NORTH SITE r- -�--'t_� I Lj z 0.2 a I ��� �� `J` W 0.2 a 0.2 ] ✓ O V) 2.2 Q 3.5 > <� 0. 0.6 a 0.1 2.7 3.5 HIGHLAND AVE. 0.9 5.7 2.9 2.6 2.2 1.8 0.8 ' SR 3 ISOUTHI t.0 o Fwy t.6 SITE I o't o.z -33 0.1 0.1 0.1 1.5 1.7 PACIFIC ST. 0.3 0.2 0.9 a w w w Q < 1.1 w 0.2 0.6 0 J 0 ' m BASELINE ST. 0.6 0.1 0.6 0.6 LEGENDi 0.6 = VEHICLES PER DAY (1000'S) I ' 0265-98-02:76A PATfON STATION, San Bernardino, Coldomie ��INC. - ' 2-7 i EXHIBIT 2-C PROJECT AM PEAK HOUR 1 INTERSECTION VOLUMES SQL � , L r�z r9' J r 6' J5 r�o` 1 NOR H SITE , > _ I w I � W a < Vl J a 1 HIGHLAND AVE. 30 Fwy ;SQI EHi 330 L J I PACIFIC ST. k , Li LL1 T7 —22 JL —22 IL — I — 1 BASELINE ST. m _ 1 JTL �I L � J7 � 1 PATTON STATION. �j K 1 PATTON STATION, Son Bernardino, California A ASSOCM7CS HIL , 2-8 1 EXHIBIT 2-D ' PROJECT PM PEAK HOUR INTERSECTION VOLUMES r Fz, 1 X15 In rNOR H SITE uj r > — Li I � J i H W Q I � a O_ a r HIGHLAND AVE. r I I SR,3p Fwr :SO TEH: L J I rPACIFIC ST. w uj r > k-36 YL J T a W U r O BASELINE ST. m 1 _ JI�L �l 1 Ig ir L 1 r � r 0265-98-02:40A N STATIN. R !(j PATiON STATION, Son BernarEino, Colilomia t ASSOCINC. 2-9 EXHIBIT 2-E CMP PROJECT TRAFFIC CONTRIBUTION TEST VOLUMES ' 40TH ST. ¢ m o CENTRAL w AVE , 474 218 o ¢ 237 66 11a SR_JaFyn. > o 7666 SR-259 w 161 180 ¢ 9 O 4 ' FWY. q7 < 94 4 1 z 76 19 9 rn :2 PACIFF 9 123 9 85 a �T. 28 S� 142 19 76 47 U 47 47 a a47 5TH ST. P GREENSPOT RD. 3RD ST, N , RIA T 3 F; [i O W MILL ST. z w i' z , ¢ of < W Q m N O w Z g O Q Q � � ¢ w � > SAN BERNARDINO AVE. ' a a I-10 FWY. ¢ 'z r K N 0 J ¢ U LEGENDg I47 = PROJECT PM PEAK HOUR VOLUME , 0265-98-01:56A kk(j PATTON STATION. San Bernardino. California twt 2-10 , TABLE 2-3 ' CMP FREEWAY PROJECT TRIP CONTRIBUTION SUMMARY ' 1PROJECT FREEWAY SEGMENT TRIPS SR-30 SR-330 to Highland Ave. 9 SR-30 Highland Ave. to Del Rosa Ave. 180 ' SR-30 Del Rosa Ave. to SR-18 161 SR-30 SR-18 to SR-259 114 1 2-11 EXHIBIT 2-F CMP HORIZON YEAR ANALYSIS LOCATIONS ------------1 I NORTH SITE a l a J / > Z Q ��/ w Q Z N O O ✓ U = a > a HIGHLAND AVE. SR`3p °Wy ;SSI EHI 330 PACIFIC ST. z w U Q. w J 7 O BASELINE ST. m I LEGENDe i = INTERSECTION ANALYSIS LOCATION I 0265-98-02:41A STA10 . R KJ K l PATTON STATION, San Bernardino, California ` ��� �� Z-12 iHighland in accordance with CMP requirements. Each of these agencies must also be provided with a copy of the CMP traffic impact analysis, once ithe document is accepted by the City of San Bernardino. 1 1 I , i 1 1 i 2-13 3. EXISTING CONDITIONS ' This section of the report summarizes existing roadway and traffic conditions in the study area. The existing conditions intersection analysis locations are presented on Exhibit 3-A. All CMP Horizon Year (2015) analysis locations which exist today have ' been analyzed. The number of through travel lanes for existing roadways and intersection geometries are presented, along with existing traffic count data collected for this study. This data was used to analyze existing traffic operations in the study area. Existing plans for roadway improvements are also described in this section. 3.1 Existing Roadway System and Daily Traffic Volumes ' The number of through travel lanes for existing roadways and intersection geometries within the study area are presented on Exhibits 3-B, while Exhibit 3-C depicts the current average daily traffic (ADT) volumes in the study area. ADT's are based upon the latest traffic data collected from the City of San Bernardino, the 1996 Traffic Volumes on California State Highways by Caltrans and traffic counts conducted for RKJK. The remaining ADT volumes have been estimated by RKJK using the following formula for each ' intersection leg: PM Peak Hour (Approach + Exit Volume) ' 12 = Daily Leg Volume Regional access to the site is provided directly by the SR-30 Freeway. Local access is provided by various roadways in the vicinity of the site. The east- awest roadways which will be most affected by the project include Highland Avenue, Pacific Street and Baseline Street. North-south roadways expected 3-1 EXHIBIT 3-A EXISTING ANALYSIS LOCATIONS r---------------- i 1 NORTH- SITE Lj -�-w --L-� rj Z O Zo ✓/ U N a > <= a a HIGHLAND AVE. r— —� SR-3p �vr :SOUTH; .530 i PACIFIC ST. z z < a w U � O J 0 ,BASELINE ST. m LEGEND, t = INTERSECTION ANALYSIS LOCATION t 0265-96-02:42A PATTON STATION, San Bernardino, California 3-2 NIL EXHIBIT 3-B -i IL EXISTING NUMBER OF THROUGH LANES I r AND INTERSECTION GEOMETRIES r � _ L L )-n , JL1 JlL JrT= r 1L � � 1L1L� Jll { 1 1 NOR H SITE Li i -� _ ---Z_ i V�+ ui 2U i ,' � � � 2U < 2U a fn J 4D 4D = 0_ 4U 1 4D 4D IGHLAND AVE 4U 4U 4D q 11 4D i ZU SR,30 FK'Y 2U iSO THI 2U 2L1 4U O I 2) --- 2U R' 3 40 4D 4D 2U 2U 2U 2U 4U 4U PACIFIC ST. S 2U $ 2U 2U 2U 2U 4U > 2U W> 4D J,LL - I I L 1L + < 4D zu 4 2U o 5D 0 4D BASELINE ST. 4D 4D 40 m 4D 4D 11L 14U J! 2U 2U 4D 4D 1 J � l � Tyr T LEGEND. = TRAFFIC SIGNAL $O = ALL WAY STOP �- = STOP SIGN 4 = NUMBER OF LANES D = DIVIDED U = UNDIVIDED .'— = FREE RIGHT TURN N RTO = RIGHT TURN OVERLAP 0265-96-02:Z PATTON STA_n N. Son 6ornommo. Caldomia 15j K _MG 3-3 EXHIBIT 3-C EXISTING AVERAGE DAILY TRAFFIC IADTI t t i NORTH SITE tv w r-J -�-w--Z-� 1 a < I <J ;_il Lj Z 10.7 <_ ��� 0;s Wc� 4.6 < 2.7 t o O ✓ pN � � 70.0 < 31.1 > B.0 <= a a 0.9 127.8 HIGHLAND AVE. 18.8 16.4 i---- 17.6 16.3 14.6 9.7 8.4 SR 30 Y 4.5 i S OI EH 1.9 3.5 7.6 53p t L J 8.6 54.0 9.0 7.7 1.3 PACIFIC ST. 5.9 4.8 4.6 a � w w L) a a 9.7 L) 52.0 3.4 wQ J m , BASELINE ST. 11.5 11.6 9.6 49.0 t t LEGEND@ t 3.4 = VEHICLES PER DAY (1000'S) I 0285-98-02-43A ��K I PATTON STATION, Son Bernardino, Oalifomic A ASSOCIATES INC. 3-4 t jto provide local access include Arden Avenue, Victoria Avenue, Central Avenue, Orange Street, Palm Avenue and Boulder Avenue. 3.2 Existing Peak Hour Traffic Volumes Existing intersection level of service calculations are based upon manual AM and PM peak hour turning movement counts conducted for RKJK and the City of Highland, as shown on Exhibits 3-D and 3-E. Peak hour traffic count worksheets are included in Appendix "B". Explicit peak hour factors have been calculated using the data collected for this effort as well. The AM peak hour traffic volumes were determined by counting the two hour period between 7 - 9 AM in the morning. Similarly, the PM peak hour traffic volumes were identified by counting the two hour period from 4 - 6 PM in the evening. 3.3 Existing Traffic Operations Existing peak hour traffic operations have been evaluated for both the AM and PM peak hours of traffic throughout the study area. The results of this analysis are summarized in Table 3-1 , along with the existing intersection geometrics and control devices at each analysis location. ' The study area intersections currently operate at acceptable levels of service ' (LOS "D" or better) during the peak hours. The operations analysis worksheets for existing conditions are included in Appendix "C". 3-5 EXHIBIT 3-D EXISTING AM PEAK HOUR INTERSECTION VOLUMES i JIL �ie ' � �Ir Z_ ' 11— =5-- w r-- 473 I�a 5— X�r 6 17—I 11L G 1r H SITE > o HLAND AVE. SR 3o J I L 1 r ■■, SSSITEHi 3 PACIFIC ST. Li w k�12 I� L a m BASELINE ST. , JIL �j2p i LF-21 , �ir �ir i I 0265-98-02:44A PATTON STATION, San Bernardino, Celifomie 3-6 EXHIBIT 3-E ` EXISTING PM PEAK HOUR INTERSECTION VOLUMES L x-169 e E E3' TP1 ��° L LAVE> a I 1 '' Sa`3p F14Y iSSSITEHi n 3 0 J C� ! PACIFIC ST. ' I w w T� 7i'L OZ L ,o� 9�� O BASELINE ST. L i� 0265-98-02:45A STATION. R KJ K PATTON STATION, San Bernardino. California t AS=TES IML 3-7 TABLE 3-1 EXISTING CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' NORTH- SOUTH. EAST. WEST- DELAY LEVEL OF BOUND BOUND BOUND BOUND (SECS.11 SERVICE , TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM 50.30l EB OH-Ran,INS)at: a Highland Ave. IEM TS 0 0 0 2 0 1>> 0 2 0 0 2 0 1 7.8 8.3 B B Arden A...INS)R: • Hgisne Ave. IEVA TS I 1 1 1 2 0 2 2 1 1 3 0 29.0 27.2 D D • S0.30 Fray.ES On-Rrrtp CBS 0 2 0 1 2 0 0 0 0 0 0 0 1.4 1.0 A A IEW) 50.30 I".WB OH•Rarro INS)r: • Hghlrst Ave, (EW) TS 2 1 0 1 0 1 1 2 0 0 2 0 14.9 15.1 8 C ' Vicuna Ave. INS)at: • H,ghlwW Ave.(EWI TS 1 1 1 1 1 1 1 2 0 1 2 1 14.9 19.0 B C • Psedlo St. IEWI TS 1 1 0 1 1 0 0 1 1 0 1 0 10.9 10.e B B • Basally St. (EVJI TS 1 2 0 1 2 0 1 2 0 1 2 0 1 16.1 18.1 C C Patin State Hospital Entrance INS)at: • HigMnd Ave. IEWI TS 0 1 1 0 1 1 1 2 1 1 2 0 12.5 11.7 B S Central Ave. INS)at: • HpNYM Ave. (EVA CBS 0 1 0 0 0 0 0 2 0 0 2 0 1.9 2.0 A A • Peclic St. MW CSS 0 1 1 0 1 1 1 1 0 1 1 0 2.J 2.0 A A Orange St. INS)at: ' a Highland Ave.IEWI TS 1 1 0 1 1 0 1 2 0 1 2 1 6.7 5.1 8 B Pelrn Ave. INS)at: • KghiwM Ave. IEWI TS 2 1 1 1 2 0 1 2 0 1 2 1 14.3 15.4 B C B.W.Ave. INS)at: j • HVI,land Ave. IEvM TS 1 2 0 1 2 0 1 2 1 1 2 1> 16.8 16.9 C C 1' ' When a right twn u designed. the Iwo can elthr M rtriped or un.tnya. To function as a right turn Ino there m .t be sullidnt width In right t r vshidee , to travel outside the through Ines. L - L.@:T - Through: R rr Fight; >> � l Right Turn; > . Right Turn Overlap ' A.Wo. Software: Trott... Vrsin 0.8.0827 11990) t ' TS Traffic Sand CSS Cron Street Stop 3-8 3.4 Planned Transportation Improvements and Relationships to General Plan The City of San Bernardino Circulation Plan in the vicinity of the project is shown on Exhibit 3-F. The City of San Bernardino roadway cross-sections for each roadway classification presented on Exhibit 3-F are depicted on Exhibit 3-G. The City of Highland General Plan information is also important. The City of Highland General Plan roadway classifications within the study area are shown on Exhibit 3-H. Exhibit 3-1 depicts the City of Highway General Plan roadway cross-sections. 3-9 1 �- �� Y'�QQQiQ' id� Egan"p.4m 15.164.1 PAM MU Awwwwm�.uun�ty�p tam i CMUR All 2 �r am ��I aiq.d8}a • • M • EXHIBIT 3-G i CITY OF SAN BERNARDINO GENERAL PLAN ROADWAY CROSS-SECTIONS moon= LOCAL WITEET ORLLMOE aMCM �1e ! t a K • a so' •a te`+1 p , f a M of MA"Omom 1a91tMlon pOLLEOTOR 6T11EET PRWA" tT M I" M IN VA"M MILE ai•u� aamoL a10 aawraLact�a l L t 1 � is ��r•le �� j �� t 1 1 r e er I r OLL c W.101tMa1'MAT CANTINl1W6 6T11EET Ml1sIDE oOLLECTdt•'TRMT IN co a r MIyOM at mgff LL aSY.•aa•aaaT a {�, t �s ML w�L t►��MIaw a AN mom 40"A ' M �ON LOCAL OtR1f ST 1.NONOOIff1A" STREET ..'r sox s oaLroawcws Vmwk trla r aMOM fuTea lL a®Te awns w po*N=Tw waMItaa w: a n aw K Rwaaa Ta a-pRT. aY KITED COVMY �OONOMY tws[sa�t{Mwaq AL woommataasn warm" onowimR lw TO a to a atas NOTa. r CONDMONAL t I1EfTwq a a�{� wlv rya on) (NO RMKInp eQM ton) IFDONDmff "lemmT SUNDARD STREET 00MOM0015 1. L71tn*Tom aavtasNM auu oarsw Ta TOM awl ttlttRT A lsamiawlw aFawTaT�lw ERfMI AOIlww am"all TA amt awtwaaaLS t1faL claws 1wRa asfaaas ^Ia OalawRtf OaIK Taa iwm low awYa�ws ��T�iaaallaaaTWala mom NIXON wJ ' - uo!rJLLQL aTawaae wwa.aaanw 14wai TUlawa AMA Inanwnl t �r SIMMONS Ta an" "&N alb LaT•Camas IKM M[aT7 t1W Tnl SOURCE: CITY OF SAN BERNARDINO PATTON STATION. R�J K PATTON STATION. San Bernoramo. Colifomia AIM ES qG 3-11 e EXHIBIT 3-H CITY OF HIGHLAND GENERAL PLAN CIRCULATION ELEMENT e � i 1 —.--a/a/////da// � spoils* /arp • ilE SITE • L • II 1 TIR.W�t1.N•M..• •Mr. Mw. ..--. as //#�fa / aaa / // �.•• •• •q• •... f ■ s a■ _— aas ;a/ ate/ a /a ■a as*1 . .rasa//aa/aaiin 1 NO.fON AN/ONCE .AY • v .� Cm .OYNDART YRIEWAY tlNitl ON MYIYiMCt ••R 3/tCIAI ttCONOARY NIONWAY IRIYART ARTTOAt 2.tC1AL COLL.CTOR MAJOR NIONWAT L•_••�•1 SECONDARY NIONWAT C011111 OR STREET a ISOURCE: CITY OF HIGHLAND 0265-96-02:54A ��1( PATTON STATION. San Bernoraino, Calilomia R RRO! WC 3-12 EXHIBIT 3-1 t CITY OF HIGHLAND GENERAL PLAN ROADWAY CROSS-SECTIONS R/W 1]5 R/W 20' 95' I I]b' 6.5' 36.5, ]6.5 6.5' 1].51 n' —� CURB CURB 2Z �- iy PRIMARY ARTERIAL HIGHWAYI R/W 1 W R/16 12' 60' 12' 5' S' ]a' ff ]a' S' S' 1 �. CURB 2Z 7�t 2—. CURB,,, . MAJOR HIGHWAYI R/W 104' R/W 19 f 19 ��—XRB 26��—y26 2zRB�+ ' - SPECIAL SECONDARY HIGHWAY R/W BB' R/w 2 6f 2 ��iURB 2� 2J' C2-2, 6: .5 'y-5 ' SECONDAR Y HIGHWAYI R/W 66' R/W . S]' tcu.,5.5' 26' Ifi 5.I CURB\ 2Z 2% SPECIAL COLLECTOR STIREET R/W 66' R/W f 5'yII--6.5 22' 22' /CURB CURB\ F3Z 2Z COLLECTOR STREET ` SOURCE: CITY OF HIGHLAND PATTON STATION. R i PATTON STATION, San Bernardino, C9lifornio 6 AS � 61C. 3-13 4. FUTURE TRAFFIC CONDITIONS This chapter of the report describes the development of the future year traffic volume forecasts and presents the resulting traffic volumes which will be used for traffic operations analysis. Future traffic conditions without the project are presented first, followed by the future with project traffic volumes. 4.1 Future Without Project Traffic Conditions The Year 1999 background traffic projections without the project were developed by extending historical traffic volume growth trends for the study ' area (ambient growth). An annual growth rate of 5% per year for one year has been applied to each existing traffic volume for Year 1999 traffic conditions. The growth rate was supplied by the City of San Bernardino's traffic engineering staff. As described previously, the Horizon Year 2015 ADT volume forecasts are developed using a growth increment process based on volumes predicted by the EVTM Year 1994 and Year 2015 models. The growth increment for CMP Horizon Year 2015 on each roadway segment is the increase in EVTM model volume from Year 1994 to Year 2015. The final Year 2015 roadway ' segment volume used for analysis purposes is then determined by adding the Year 2015 growth increment volume to the existing counted volume. If �I growth of less than 10% has been forecast for any particular ADT forecast, the future forecast has been adjusted upward to provide at least 10% growth. 4-1 0 4.1 .1 Year 1999 IL ADT volumes for the Year 1999 have been determined as described above using a 5% growth rate over 1 year. Year 1999 ADT volumes without the project traffic are shown on Exhibit 4-A. For Year 1999 without project traffic conditions, a traffic signal is projected to be warranted at the intersection of Central Avenue/Highland Avenue (see Appendix "D"). 4.1 .2 Year 2015 , ADT volumes for the Year 2015 have been determined as described above ' using the growth increment process. Year 2015 ADT volumes without the project traffic are shown on Exhibit 4-B. For Year 2015 without project traffic conditions, a traffic signal is projected to be warranted at the intersection of Central Avenue/Pacific Street (see , Appendix "D"). 4.2 Future With Project Traffic Conditions Project traffic volumes on study area roadway segments are determined by , generating project trips and manually routing the traffic through the roadway ' network. The routing patterns follow the trip distribution which was presented in Section 2 on Exhibit 2-A. Trips are assigned to each individual roadway link occurring along a specific route. 4-2 i EXHIBIT 4-A ' OPENING YEAR WITHOUT PROJECT AVERAGE DAILY TRAFFIC (ADT) i i r----------------- I NORTH- SITE Li w r-J '- w -Z_ I 1 !-� tj ,. Zo 11.2 0 N; LJ 4.8 < 2.8 za L) °o a 73.5 < 32.7 > 8.4 <= a i o 0.9 4.0 18.1 29.2 HIGHLAND AVE. 19.7 17.2 11---- 18.5 17.1 15.3 10.2 8.8 / SR,�O Fk'Y 4.7 :SOH. 2.0 3.7 8.0 yy50 1 9.0 56.7 C9.5 8.1 1.4 PACIFIC ST. 6.2 5.0 4.8 a � vi w z > w a a ' 10.2 c) 54.6 3.6 w 0 J BASELINE ST. m 12.1 12.2 10.1 51.5 1 'r LEGENDi 3.6 = VEHICLES PER DAY (100D'S) I 0265-98-02.58A KJ K PATTON STATION, San Bernaraino. Californio A AS9 TES Inc 4-3 i EXHIBIT 4-B YEAR 2015 WITHOUT PROJECT i AVERAGE DAILY TRAFFIC IADT1 i NORTH SITE Li w > z 12.3 8.0 ¢ 7.5 i o O ✓/ py O < _ < 41.2 a > 11.3 < a 1.0 4.3 26.1 HIGHLAND AVE. 22.6 35.1 27.4 i----i 28.4 26.5 25.2 23.2 17.4 p SR_30 FK,y 7.4 :SOUTH! 2.4 3.9 13.2 1}0 i R,S off L J 10.6 n 10.7 2'4 3.6 �•Ir PACIFIC ST. 7.4 6.0 6.7 i Lj a z G > 1 12.4 U 3.7 w 0 0 BASELINE ST. m , 16.0 16.7 11.3 1 LEGEND. 3.7 = VEHICLES PER DAY (1000'S) I NTTON STATION. it�j 1( i PATTON STATION, Son Bernartlino, California Y ASSOL476 INC. 4-4 The accumulation of traffic assigned to each roadway link represents the project traffic volume for that link. Project only average daily traffic (ADT) volumes were presented in Section 2 on Exhibit 2-B. The future year with project traffic volumes are presented in the following ' sections. 4.2.1 Year 1999 ' The ADT's for the Year 1999 with project have been determined as described above using the volume addition process. Year 1999 ADT volumes with the project traffic are shown on Exhibit 4-C. 4.2.2 Year 2015 The ADT's for the Year 2015 with project have been determined as described above using the volume addition process. Year 2015 ADT volumes with the project traffic are shown on Exhibit 4-D. 4-5 EXHIBIT 4-C OPENING YEAR WITH PROJECT AVERAGE DAILY TRAFFIC IADT1 , I NORTH SITE Li uj r--_j -1 - --Z-� !!7-�' < �^ rJ VI >Li Z 11.4 <_ ,�� I^ 'c��y 5.0 Q 3.0 0 Z CL w - ✓ 00 < LL �5 Q U O 2 a 75.7 36. > 9.0 a= a a '0.9 4.1 20.8 32.7 HIGHLAND AVE. / 20.6 22.9 '"----'' 21.4 19.7 17.5 12.0 9.6 SR`'1p Fky 6.3 SOUTH! 2.1 3.7 8.2 ,330 SITE 9.1 56.8 9.6 9.6 3.1 PACIFIC ST. 6.5 5.2 5.7 � w a a 1 1 3 U 54.8 4.2 0 J I] CO BASELINE ST. 12.7 12.3 10.7 52.1 ' LEGENDg 4.2 = VEHICLES PER DAY (1000'S) I 0265-98-02.59A !(j 1(PATTON STATION. Son Bernardino, Lalilornio A ASSOINC 4-6 EXHIBIT 4-D YEAR 2015 WITH PROJECT AVERAGE DAILY TRAFFIC IADTI ----------------, NORTH SITE Lj r-_j ' z 12.5 a ' LnF u 8.2 a 7.7 0 0 ✓ za Of a 44.7 11.9 <� a a 1.0 4.4 28.8 38.6 HIGHLAND AVE " . 23.5 33.1 --- 31.3 29.1 27.4 25.0 18.2 I SR�30 Fwy 9.0 I SOITEH 12.5 3.9 13.4 16.7 I I L J ' 10.7 12.2 4.1 PACIFIC ST. 7.7 6.2 7.6 a w w > > z a a ' w 13.5 U 4.3 54.6 w 0 J 0 m ' m BASELINE ST. 16.6 16.8 11.9 LEGENDS ' 4.3 = VEHICLES PER DAY (1000'S) ' 0265-98-02:47A R!(j PATTON STATION, San Bernardino, California A A9 INC. ' 4-7 ' 5. FUTURE TRAFFIC OPERATIONS ANALYSIS This section of the report presents the operations analysis for the traffic volume forecasts for future baseline without the project traffic conditions and for future baseline with the project traffic conditions. The analysis procedures conform to the requirements of the San Bernardino CMP. The operations analysis for each analysis year is presented in a separate subsection. 1 5.1 Future Opening Year (1999) Traffic Operations 5.1 .1 Opening Year (1999) Without Project Conditions The intersection operations analysis for Year 1999 without project traffic ' conditions with existing geometrics are summarized in Table 5-1 . The Year 1999 without project peak hour intersection turning movement volumes are presented on Exhibits 5-A and 5-B for the AM and PM peak hours, respectively. The operations analysis worksheets for Year 1999 without ' project conditions are included in Appendix "E". As shown in Table 5-1, the study area intersections are projected to continue to operate at acceptable ' levels of service (LOS "D" or better) during the peak hours. 5.1 .2 Opening Year (1999) With Project Conditions The intersection operations analysis for Year 1999 with project conditions with existing geometrics are summarized in Table 5-2. The Year 1999 with ' project peak hour intersection turning movement volumes are presented on Exhibits 5-C and 5-D for the AM and PM peak hours, respectively. The ' operations analysis worksheets for Year 1999 with project conditions are 1 5-1 TABLE 5-1 OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' NORTH- SOUTH- EAST- WEST- DELAY LEVEL OF BOUND BOUND BOUND BOUND ISECS.I' SERVICE ' TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM SIV 30 Fvvy.ES OH-Rntp INSI an: • highland Ave. IEWI TS 0 0 0 2 0 1» 0 2 0 0 2 0 7.7 8.5 B B Arden Ave.INSI at: • Highland Ave.IEM TS 1 1 1 1 2 0 2 2 1 1 3 0 31.2 31.9 D D • SR-30 Fvvy.EB Or Rrrp CSS 0 2 0 1 2 0 0 0 0 0 0 0 1.5 1.7 A A ' REV SR,30 Fvvy.WB OH-Rerrp INSI M: • Highlarel Ave.IEWI TS 2 1 0 1 1 0 1 1 2 0 0 2 0 15.2 15.7 C C , Victoria Ave.INSI n: • HighlrW Ave. IEWI TS 1 1 1 1 1 1 1 2 0 1 2 1 15.1 20.7 C C WI • Pectic St. IE TS 7 1 10 1 1 0 0 1 1 0 1 0 11.1 10.7 B 8 • Beeeline St.IEWI TS 1 2 0 1 2 0 1 2 0 1 2 0 18.0 10.0 C C ' Pont.Stet Hospitl Entrance INSI at: • Hi9Mrvi Ave.IEVA TS 0 1 1 0 1 1 1 2 1 1 2 0 13.0 12.0 B B Cntrsi Ave. INSI at; ' • HgWwW Ave.IEWI CSS 0 1 0 0 0 0 0 2 0 0 2 0 2.1 3.B A A • Patch.St.IEVA CSS 0 1 1 0 1 1 1 1 0 1 1 0 2.4 2.0 A A Orange St.INSI et: 1 • HighirW Ave.IEVA TS 1 1 0 1 1 0 1 2 0 1 2 1 0.7 5.2 It 1 B Psim Ave.INSI at: • Hlghlrrd Ave. IEWI TS 2 1 1 1 2 0 1 2 0 1 2 1 16.3 15.7 B 1 C Bp1Wr Ave SI . IN er • .'Nrid Ave.IEWI TS 1 1 2 0 1 2 0 1 2 1 1 2 1> 17.2 17.E C C When a right Win is designated, the Ine can either be etripd or unstriped. To function n•right turn Inc there must be sufficient width for right turning owed" t to travel outside the through Inn. L - Leh;T - Through; R . Right; >> . Free Right Turn; > . Right Turn Overlsp ' Analysis Softwre: Tfa ix. Vvon 8.9.08 27(19901. ' ' TS Traffic Signal CSS - Creee Street Stop 1 5-2 ' 1 EXHIBIT 5-A 1 OPENING YEAR WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES IL 1 1 991 1 C i45 = ��gg J�TL r-7 �5p �eT rx'�� J I L 1`I L 1 675-- 3M, 1 I� ♦J ]I—, �r 7 J 1 J I 1 r 1 r NOR H SITE > W I �• o a 1 HIGHLAND AVE. 1 sly- 30 V SSITEHi ,3 1 PACIFIC ST. i w w ?' a < 1 ,16 U 1 BASELINE ST. JILL J"fL y 1 214-, r r 1 I 1 0265-96-02:60A IR�J K PATTON STATION. San Bernardino. Calltornia 1 &ISSOalA16 INC. 5-3 EXHIBIT 5-B OPENING YEAR WITHOUT PROJECT Q PM PEAK HOUR INTERSECTION VOLUMES 11�— sir �I-7� -1-�-¢ 7 C 707L r56 J I r^�7 X699 J I L � L ��� 191J— r >; TAVE. 9 §" 603=, , � � 7 w 8 TE 'r-� _ > y1 4 HIGHLA N I I SOSITEH 33 PACIFIC 5T. w w —575 Ja O D w _ 99 1 O O m BASELINE J i 2 JTt �7r 3&--j � e I e 0265-98-02:61A ��K B PATTON STATION, San Bernardino, California lL6afLiCS INC. 5-4 1 TABLE 5-2 ' OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' NORTH- SOUTH- EAST- WEST. DELAY LEVEL OF ' BOUND BOUND BOUND BOUND MECS.12 SERVICE TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM I PM AM PM ' SK30 Fwv. EB OH-Ramp INS)at: • Highlyd Av.IEWI TS 0 0 0 2 0 1>> 0 2 0 O 2 0 7.9 9.0 B B Ard.Av. (NSI K: ' • Highland Ave. IEW) TS 1 1 1 1 2 0 2 2 1 1 3 0 32.0 35.8 D D • 6R-30 Fwy.ES On-IWrp CSS 0 2 0 1 2 0 0 0 0 0 0 0 1.5 1.7 A A IEWI SF30 Fury.WB OH-Ramp INS)N: ' • HighlrW Ave.IEVA TS 2 1 0 1 0 1 1 2 0 0 2 0 15.7 16,6 C C Vidris Ave. INS)M: • Highlyd Ava IEM TS 1 1 1 1 1 1 1 2 0 1 2 1 16.3 22.3 C C • Pacific St. IEW) TS 1 1 0 1 1 0 0 1 1 0 1 0 11.4 10.9 B 8 ' • Baseline St. (EWI TS 1 2 0 1 2 0 1 2 0 1 2 0 16.8 17.2 C C Fatlm Sul.Hopi el Entrance INS)r: a H,ghla d Ava(EVA TS 0 1 1 0 1 1 1 2 1 1 2 0 114 13.1 B B ' Cenral Ave. INS)at: • Hight"Ava(EM CSS 0 1 0 0 0 0 0 2 0 0 2 0 3.1 10.0 A B a Protect Entrance (FOUL CSS 1 1 0 0 1 0 1 0 1 0 0 0 1.1 1.5 A A • Pxific St. IEM CSS 0 1 1 0 1 1 1 1 0 1 1 0 3.0 3.4 A A ' Orange St. INS)at: • fthlyd Ave.IEM TS 1 1 0 1 1 0 1 2 0 1 2 1 6.7 5.3 B B Palm Ava INS)n: ' a Highlrnd Ava(EVA TS 2 1 1 1 2 0( 1 2 0 1 2 1 14.6 16.8 B C S.W.Ava INSI at: • Highland Ave.(EVA TS 1 2 0 1 2 0 1 2 1 1 2 11 20.8 23.3 C C Whr1 a right turn is designated, the Iwo can either W eMpad or unarnped. To funptin as a right turn Ins thin*must be sufficient width for right turning vMitles to traysi outside the though banee. L s Left;T s Through;R s Right; >> = Free flight Turn; > . Right Turn Ovww ' 2 Analysis Scftwre: Trellis, Version 6.8.0827(1996). 2 TS Traffic Sign•I CSS Cana Street Stop 5-5 EXHIBIT 5-C OPENING YEAR WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES sir cm � 9z2 �2i J�JAL r-ae r-9 �I L 361— 2 --TAVE. -- --, TE Li I W HIGHLAN SR 30 ivy SSTEHi 5 PACIFIC ST. Li Li r� > > ' L ° ; ;J i i r ° CO BASELINE ST. JILLr�e �t �� J � ,1 � r ;4 I , N TTON STATION. �j 1( 1 PATTON STATION, San Bernardino. California A ASSOCIATES INC 5-6 1 EXHIBIT 5-D ' OPENING YEAR WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES sir ' 22JZ �3,A csl;� L95 77L 216' II L r------ ------ --, NOR H SITE • r-� _ > w i i W Q ✓ a � o ax ' HIGHLAND AVE- sly-30 flvy ;SSH ITE ; 330 IPACIFIC ST. w it fir w I °'tea —nl TI L rn C) 0 BASELINE ST. m ' J7I�L 111 �1 -7 r 171J-- s i r 67-1 76—, 5 I ' PATTON STATION, R W K PATTON STATION, San 9ernamino, California 6 ASSOCP� WL ' 5-7 included in Appendix "F". As shown in Table 5-2, the study area , intersections are projected to continue to operate at acceptable levels of service (LOS "D" or better) during the peak hours. ' The intersection operations analysis for Year 1999 with project traffic ' conditions with traffic signal improvements are summarized in Table 5-3. The operations analysis worksheets for Year 1999 with project conditions ' (with improvements) are included in Appendix "G." As shown in Table 5-3, the study area intersections are projected to operate at Level of Service "D" ' or better during the peak hours, with traffic signal improvements. 5.2 Future CMP Horizon Year (2015) Traffic Operations , 5.2.1 CMP Horizon Year (2015) Without Project Conditions , The intersection operations analysis for Year 2015 without project traffic , conditions with existing geometrics are summarized in Table 5-4. Appendix "H" includes the checks performed to ensure that the minimum growth , exceeds 10% and the peak hour to daily traffic relationships fall within acceptable ranges. The Year 2015 without project peak hour intersection ' turning movement volumes are presented on Exhibits 5-E and 5-F for the AM and PM peak hours, respectively. The operations analysis worksheets for ' Year 2015 without project conditions are included in Appendix "I". As shown in Table 5-4, the following intersections are projected to experience , LOS "E" or "F" operations and are, therefore, deficient per the City of San Bernardino criteria: 5-8 TABLE 5-3 OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS WITH IMPROVEMENTS INTERSECTION APPROACH LANES' ' NORTH- SOUTH- EAST- WEST- DELAY LEVEL OF BOUND BOUND BOUND BOUND (SECSY SERVICE TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM SX30 Fwv.EB OH-Ramp INS)n: • Highland Ave. IEWI TS 0 0 0 2 0 1>> 0 2 0 0 2 0 1 7.9 9.0 8 B ' Ad.Ave.INSI n: e HVItiena Ave. (EVA TS 1 1 1 1 2 0 2 2 1 1 3 0 32.0 35.5 D D s 50.30 Fwv.ER On Romp CSS 0 2 0 1 2 0 0 0 0 0 0 0 1.5 1.7 A A IEWI M30 F v.WB OH.Rrrp INSI sit: • Highland Ave.(EM TS 2 1 0 1 0 1 1 2 0 0 2 0 15.3 18.8 C C Victoria Ave. INS)n: • Highland Ave. IEW) TS 1 1 1 1 1 1 1 2 0 1 2 1 16.3 22.3 C C ' • Pedfic St. IEW) TS 1 1 0 1 1 0 0 1 1 0 1 0 11.4 10.9 B B • Baseline St. (EVA TS 1 2 0 1 2 0 1 2 0 1 2 0 16.8 17.2 C C Perron Stn.Hospital EnVencs (NS)st: ' a HlgMrrd Ave.(EM TS 0 1 1 0 1 1 1 2 1 1 2 0 13.4 13.1 8 B Cei Ave. INS)n: • Highland Ave.(EVA TS 0 1 0 0 0 0 0 2 0 0 2 0 4.9 5.2 A 8 • Proi.Entrance IEWI CSS 1 1 0 0 1 0 1 0 1 0 0 0 11 1.5 A A e Pedfic St.(EWI CSS 0 1 1 0 1 1 1 1 0 1 1 0 3.0 3.4 A I A 0,".St.INS)n: • Highland Ave.IEVA TS 1 1 0 1 1 0 1 2 0 1 2 1 6.7 5.3 8 B Palm Ave. INS)n: • Highland Ave.(EWI TS 2 1 1 1 2 0 1 2 0 1 2 1 14.6 16.8 B C Boulder A.*.INS)n: ' Highland Am(EYJI TS 1 2 0 1 2 0 1 2 1 1 2 1> 20.8 23.3 C C ' When•right turn is dssigneted, the two can anther M smpd or un•tripd. To function n s right turn Isns there must be sufficient width for right turning vehicles to travel outside the through lances. L - Left;T - Through; R- Right; >> - Fes Right Turn; > - Right Turn Overlap Analysis SnRwrs: TraHia, Version 6.8.0827(1998). ' TS - Traffic Signal ' CSS - Cross Street Stop ' 5-9 1 TABLE 5.4 YEAR 2015 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS , INTERSECTION APPROACH LANES' , NORTH- SOUTK FAST- WEST- DELAY LEVEL OF BOUND BOUND BOUND BOUND ISECS.1' SERVICE , TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM PM Sf430 Fwv.ES OH-Rerrmp INSI n: a Highland Ave.JEW TS 0 0 0 2 0 1>> 0 2 0 0 2 0 9.8 13.7 B B Argon Ave. INSI n: • Highland Ave.IEWI TS 1 1 1 1 2 0 2 2 1 1 3 0 -' -- F F • SR-30 Fvvv.EB OnRrrp CBS 0 2 0 1 2 0 0 0 0 0 0 0 2.8 7.9 A B , JEW SR-30 Fvy.Will OH-Rartp INSI n: • HighJ" Ave.IEVA TS 2 1 0 1 0 1 1 2 0 0 2 0 23.5 37,8 C D Viptwb Ave. INSI n: ' • Highland Ave.JEW TS 1 1 1 1 1 1 1 2 0 1 2 1 28.4 23.4 D C • Padfic St.(EVA TS 1 1 0 1 1 0 0 1 1 0 1 0 13.3 14.1 B B • Bassani.St. IEW) TS 1 2 0 1 2 0 1 2 0 1 2 0 19.9 19.7 C C , Pain Stne Ho•yiul Enuence INSI n: • Highland Ave.JEW) TS 0 0 0 1 0 1 1 2 0 0 2 0 14.2 13.8 B B Casual Ave.INSI n: ' • Highland Ave.JEW CSS 0 1 0 0 0 0 0 2 0 0 2 0 -- -- F F • Padfie St. IEVA CSS 0 1 1 0 1 1 1 1 0 1 1 0 2.7 3.8 A A Orange St. INSI w: ' • Highland Ave. JEW) TS 1 1 0 1 1 0 1 2 0 1 2 1 7.0 5.4 B B Palm Ave.INSI n: • H01" Ave.JEW) TS 2 1 1 1 2 0 1 2 0 1 2 1 21.7 28.2 C D B.ww Ave. INSI at: , • HigNarsi Ave. IEVA TS 1 2 0 j 1 2 0 1 2 1 1 2 1> 31.91 40.4 D E ' Whn•right turn is daeignntl. the lease een elMer M eMpd or unrtip.e. To lunnin as•right turn Iwo Mere must be wHidwt width fer right turnirp veNdn to travel outside Me through Inn. L a Left;T a Through;R a Right; >> a Free Right Turn; > a Right Turn Overlap ' Anelysie Software: Treffie. Vwsin 6.8.OB27 09981. ' TS TreHie Signal , CSS Cities Street Stop -- Delav High,Intersection Unnede. Level of Service 'F'. 5-10 ' 1 EXHIBIT 5—E i YEAR 2015 WITHOUT PROJECT AM PEAK HOUR INTERSECTION VOLUMES i JTt �u�T �-77 egg dL� J�g1JC M' 7 z �]3 s� J'6I�L /4' 7J!L �8' T S NOR H IE r- ---Z_ i Li w a 0 as i HIGHLAND AVE. I I sR 3p flvy ;SSH SITE 330 L J 1 PACIFIC ST. Li 1 JZ I L—8,5 J �S' a i 0 BASELINE ST. CO 1 ' 1Tt �4� �TL �" ,F--, s i I NTTON STATION. R!(j K PATTON STATION, San Bernaraino, California t ASSOINC. i 5-11 EXHIBIT 5-17 YEAR 2015 WITHOUT PROJECT f PM PEAK HOUR INTERSECTION VOLUMES J IL �'M 1 L103 vii 1--IB C-766 � J L ,�7',6iL J�L J ! L ��(31 J6T�C 99 1750-- ,I 1 15C7� 8nd 111 II`A— , r 12 1ppJ , I� 18�� �,;,,b gip( ICI NOR H SITE 41 > —J W ' o_ N Q o a x HIGHLAND AVE. SR-3p ISOUTHI Fwr ; SITE 3�0 -_J PACIFIC ST. , w ,.i i `; J L k- 942 JL 1�J ��r � BASELINE ST. m 1 �9 7C 4 j-17 ' fir I 0265-98-02.49A K� PATTON STATION, San Bernardino, Colifomio Y A560CYi6 INL 5-12 Arden Ave. (NS) at: • Highland Ave. (EW) Central Ave. (NS) at: • Highland Ave. (EW) Boulder Ave. (NS) at: • Highland Ave. (EW) 1 ' 5.2.2 CMP Horizon Year (2015) With Project Conditions ' The intersection operations analysis for Year 2015 with project traffic conditions with existing geometrics are summarized in Table 5-5. The Year 2015 with project peak hour intersection turning movement volumes are presented on Exhibits 5-G and 5-H for the AM and PM peak hours, respectively. The operations analysis worksheets for Year 2015 with project conditions are included in Appendix "J". As shown in Table 5-5, the following intersections are projected to experience LOS "E" or "F" operations and are, therefore, deficient per the City of San Bernardino criteria: Arden Ave. (NS) at: ' • Highland Ave. (EW) SR-30 Fwy. WS Off-Ramp (NS) at: • Highland Ave. (EW) 5-13 TABLE 5-5 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS INTERSECTION APPROACH LANES' , NORTH- SOUTH- EAST- WEST- DELAY LEM OF BOUND BOUND BOUND BOUND ISECS.1' SERVICE , TRAFFIC INTERSECTION CONTROL' L T R L T R L T R L T R AM PM AM 1'AI SR30 Fwy.EB ON-Reap INS)M: ' • Highland Ave.(EVA TS 0 0 0 2 0 1>> 0 2 0 0 2 0 10.2 15.2 B C Arden Ave.INS)at: • HVhi rd Ave.IEW) TS 1 1 1 1 2 0 2 2 1 1 3 0 -- F F ' • SR-30 Fwy.EB On-Ramp CBS 0 2 0 1 2 0 0 0 0 0 0 0 2.7 8.3 A B (EVA SR-30 FWy.WB Off-Ramp INS)at: • Highland Ave.IEW) TS 2 1 0 1 1 0 1 1 2 0 0 2 0 20.1 52.4 D E ' Victeoe Ave. INSI st: • Hlghlard Ave.IEW) TS 1 1 1 1 1 1 1 2 0 1 2 1 29.9 30.9 0 D • Peelic St.IEVA TS 1 1 0 1 1 0 0 1 1 0 1 0 13.0 14.8 B B • SuNin•St. IEW) TS 1 2 0 1 2 0 1 2 0 1 2 0 19.9 20.1 C C ' Penton State HoayiW Enbnce INS)at: • Highland Ave. IEWI TS 0 1 1 0 1 1 1 2 1 1 2 0 39.1 15.0 D C Central Ave. INSI at: , • Highl"Ave.IEVA CBS 0 1 0 0 0 0 0 2 0 0 2 0 -- -- F F • ProjM Entrance (EW) CSS 1 1 0 0 1 0 1 0 1 0 0 0 0.8 1.3 A A • Padne St.(EVA CBS 0 1 1 0 1 1 1 1 0 1 1 0 3.3 5.0 A A Orange St. INS)M: ' • H,hlwW Ave. IEW) TS 1 1 0 1 1 0 1 2 0 1 2 1 7.3 5.7 B B Palm Ave.INS)m: • HphlaM Ave.IEVA TS 2 1 1 1 2 0 1 2 0 1 2 1 1 22.8 27.4 C D , Boulder Ave. IN51 et: • HipNrd Aw.1@NI TS 1 2 0 1 2 0 1 2 1 1 2 1> 1 33.8 47.5 D E V l en a right Lunn n d"Mititsd, the lens can either be abroad or unotriped. To function Y•right turn lane there must be sufficient width for right turning volddea to navel outide the through lance. L m Loft;T m Through; R . Right; >> m Frw Right Turn; > m Right Turn Overlap ' Analyeia Software: Traffm. Version 8.8.0827 119981. 3 TS Traffic Signal ' CSS Crna Street Stop OWW High,Intersection Unstable. Leval of Service -F'. , 5-14 ' 1 EXHIBIT 5-G YEAR 2015 WITH PROJECT AM PEAK HOUR INTERSECTION VOLUMES —I 5 r :��2 L-17 J TL 77 7)I ,��rlr X3'6 J 1 L J I L 7 jn �Z 1118-, Ga ITIJ ?S'3 9, 6&2J ,J J NOR H SITE w a I � a < N J O Q 1 a HIGHLAND AVE. I I SR�3p ivy SOUTH SITEi ^ 330 0 PACIFIC ST. uj TC —an m J S I L ;::W� c� a � 6J5— I r 0 I I o A 0 BASELINE 5T. m L114 nT- J—1L r=l:` J f 1" B - X 11 I PATTON 8-02SOA R 5j K PATTON STATION, Son Bernardino. California 6 AMalnS IXL ' 5-15 EXHIBIT 5-H YEAR 2015 WITH PROJECT PM PEAK HOUR INTERSECTION VOLUMES Jai L X2281' , CE 1-125 r; 1--18 `766 :w L--0I Sege JAL �1F rV' fig" J IL X83 J I LI�I9 r------ - -- NOR H SITE > — ' ui o_ 0 a x HIGHLAND AVE. S�`3p Fwy :SSITE O Hi t J PACIFIC ST. , �a .5v L U a a 0 BASELINE ST. - m 1iC � i7L �;9 JT 1 ,— 51--1 an!o 1 I 0265-98-02:51A �� PATTON STATION. San Bernardino, Colifornia t ASSCC41a INC. ' 5-16. Central Ave. INS) at: • Highland Ave. (EW) Boulder Ave. INS) at: ' • Highland Ave. (EW) The intersection operations analysis for Year 2015 baseline plus project traffic conditions with improvements are summarized in Table 5-6. Improvements presented in Table 5-6 include any improvements needed to ' achieve LOS "D" or better during the peak hours. The operations analysis worksheets for Year 2015 with project conditions (with improvements) are ' included in Appendix "K." As shown in Table 5-6, the study area intersections are projected to operate at Level of Service "D" or better during the peak hours, with improvements. 5.3 CMP Freeway Evaluation As required by the CMP, an analysis of Horizon Year (2015) freeway level of service is required for all freeway segments which carry 100 or more project trips in the peak hour. The freeway peak hour volume forecasts have been developed using the peak period EVTM model data' directly, as discussed with SANBAG staff. ` Table 5-7 presents this analysis for Year 2015 AM peak hour without project, and with project traffic conditions. As shown in Table 5-7, a total of 3 freeway mainline segments will operate at an unacceptable level of service for both Year 2015 without project and with project traffic conditions 1 5-17 f TABLE 5-6 YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS , WITH IMPROVEMENTS INTERSECTION APPROACH LANES' NORTH- SOUTH. EAST. WEST. DELAY LEVEL OF , BOUND BOUND BOUND BOUND (SECS.I' SERVICE TRAFFIC INTERSECTION CONTROL L T R L T R L T R L T R AM PM AM PM ' 50.30 I".EB OH-Reno INSI M: • H,ghlyd Ave. (EVA TS 0 0 0 2 0 1>> 0 2 0 0 2 0 10.2 15.2 B I C Arden Ave. INS)R: ' • Highland AVG. IEWI TS yT 1 0 1 2 0 2 2 1 2 3 0 31.8 35.0 D D • 60.30 Filly.EB On-Rrno CBS 0 2 0 1 2 0 0 0 0 0 0 0 2.7 8.3 A B JEW 50.30 Fwv.WO OH-Reno WSI n: ' • HpNrd Ave. (EVA TS 2 1 0 1 0 1 1 2 0 0 2 0 19.1 31.2 C 0 Vietde Ave. INS)at: • Highland Ave. EVA TS 1 1 1 1 1 1 1 2 0 1 2 1 29.9 30.9 D D • Paefic St. IEWI TS 1 1 0 1 1 0 0 1 1 0 1 0 13.8 14.8 B B , • Beeallne St.JEW TS 1 2 0 1 2 0 1 2 0 1 2 0 19.9 20.1 C C Prtn Stn•Hospital Entrnce INS) M1v • iphln0 Ave. JEW TS 0 1 1 0 t 1 1 2 1 1 2 0 39.1 15.0 D C Canal Ave.INS)al: • HiphWd Av.JEW TS 0 1 0 0 0 0 0 2 0 1 2 0 5.0 8.4 A B • Roiect E.U.C. EVA CSS 1 1 0 0 1 0 1 0 1 0 0 0 0.8 1.3 A A , • Pacific St. (EVA TS 0 1 1 0 1 1 1 1 0 1 1 0 5.7 8.8 B B pep•St. INS)r: • Highlyd Ave. JEW TS 1 1 0 1 1 0 1 2 0 1 2 1 7.3 5.7 B B Palm Ave.INS)N: , • Hphlyd Ave. EVA TS 2 1 1 1 2 0 1 2 0 1 2 1 22.8 27.4 C 0 Bou1Er Av. MSI at: • Highland Ave.JEW TS 1 2 0 1 2 0 1 2 I> 1 2 1> 28A 33.0 D O ' Whn•right turn is dasignstd, the Ies een Other be strived or uneripd. To functin as•right turn In•the•must be sufficient wdth fo,night turnaV velucles ' to travel putsde the through law. L - Left;T . Through; R - Right; >> . Few Right Turn; > . Right Tum Ovrlp; 2 Improvevant ' Analysis Software: Traffix, Version 8.8.0827179981. ' ' TS T,s"ic Signal CSS Crw•Street Stop 5-18 , TABLE 5-7 CMP FREEWAY MAINLINE AM PEAK HOUR OPERATIONS ANALYSIS(YEAR 2015) LANES I BASELINE TOTAL(BASE.I PROJ.) GEN. PROJECT BASELINE VOU VOU FREEWAY SEGMENT LIMITS USE HOV CAPACITY TRIPS VOLUME CAP LOS TRIPS CAP LOS SR-30 Fvvy.WB Highland Ave.to Del Rosa Ave. 3 0 6800 52 7790 1.18 F 7842 :.19 Del Rosa Ave.to SR-18 3 0 6500 47 8302 1.25 F 8349 1.27 F SR-18 to SR-259 3 0 6500 33 8844 ' 34 = 8877 i 35 ` SR-30 Fvry. EB SR-259 to SR-18 3 0 6600 41 4699 0.71 C 4740 0.72 C SR-18 to Del Rosa Ave. 3 0 6800 58 4299 0.65 C 4357 0.66 C Del Rosa Ave.to Highland Ave. 3 0 66001 fib 3819 0.58 C 3884 0.59 C 5-19 in the AM peak hour. The westbound SR-30 Freeway is expected to I experience AM peak hour deficiencies. The PM peak hour freeway mainline segment operations have also been evaluated. Table 5-8 summarizes the results of this analysis. A total of 3 freeway mainline segments are deficient for Year 2015 PM peak hour ' without project traffic conditions and with project traffic conditions. PM peak hour deficiencies are anticipated along the eastbound SR-30 Freeway in the study area. The improvements needed to provide LOS "E" or better operations during , both peak hours of traffic have been determined. HOV lanes were used, if , possible, to provide acceptable levels of service. Otherwise, a general use lane was added. General use lanes have an assumed capacity of 2,200 , vehicles per hour, while HOV lanes have an assumed capacity of 1 ,600 vehicles per hour. The freeway mainline segment volume to capacity ratios have been recalculated, along with the resulting levels of service. Tables 5-9 and 5-10 summarize the required improvements and the resulting levels of , service for the AM and PM peak hours, respectively. 5.4 Siaht Distance , The sight distance at the project accesses to Highland Avenue and Central Avenue have been reviewed with respect to City of San Bernardino sight , distance standards (see Appendix "L"). Based upon the sight distance standards recommended by the City of San Bernardino, preliminary sight distance analyses have been made for the , 5-20 ITABLE 6-8 CMP FREEWAY MAINLINE PM PEAK HOUR OPERATIONS ANALYSIS(YEAR 2016( LANES BASELINE ITOTAL BASE.-PROJ.) GEN. PROJECT BASELINE VOLT VOLT FREEWAY SEGMENT LIMITS USE HOV CAPACITY TRIPS VOLUME CAP ,LOS TRIPS CAP LOS SR30 Fwy.WB Highland Ave.to Del Rasa Ave. 3 0 6600 85 4970 0.75 C 5055 0.77 C Del Rosa Ave.to SR-18 3 0 6W0 76 5466 0.83 D 5562 0.84 D SR-18 to SR-299 3 0 6WD 54 5905 0.89 D 59% 0.90 D SR30 Fwy. EB SR-259 to SR-18 3 0 6600 W 8055 _3 8145 L23 SR-18 to Del Rosa Ave. 3 0 6600 85 7574 _ I 7659 :.16 F Del Rosa Ave.to Highland Ave. 3 0 687b 95 7044 7 7139 ' cr 5-21 TABLE 5-9 CMP FREEWAY MAINLINE AM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) IMPROVEMENT LANES ADDED) IMPROVED FREEWAY SEGMENT LIMITS GENERAL HOV CAPACITY TRIPS [VOUCAP LOS SR-30 Fwy. WB Highland Ave. to Del Rosa Ave. 8,400 7,842 0.93 D Del Rosa Ave. to SR-18 8,400 8,349 0.99 E SR-18 to SR-259 10.600 8.877 0.84 D SR-30 Fwy. EB SR-259 to SR-18 6,600 4,740 0.72 C SR-18 to Del Rosa Ave. 6,600 4,357 0.66 C Del Rosa Ave. to Hi hland Ave. 6,600 3,884 0.59 C 1 5-22 TABLE 5-10 CMP FREEWAY MAINLINE PM OPERATIONS ANALYSIS WITH IMPROVEMENTS (YEAR 2015) IMPROVEMENT LANES ADDED IMPROVED FREEWAY SEGMENT LIMITS GENERAL HOV CAPACITY TRIPS VOUCAP LOS SR-30 Fwy. WB Highland Ave. to Del Rosa Ave. 6,600 5,055 777 C Del Rosa Ave. to SR-18 6,600 5,562 0.84 D SR­18 to SR-259 6,600 5.959 0.90 D SR-30 Fwy. EB SR-259 to SR-18 1 8,400 8,145 0.97 jEE SR-18 to Del Rosa Ave. 1 8,400 7,659 0.91 Del Rosa Ave. to Hi hland Ave. 1 8.400 7,139 0.85 1 5-23 1 f project site access intersections. The limited use areas are determined by the f graphical method using the appropriate distances. It shall be used for the , purpose of prohibiting or clearing obstructions in order to maintain adequate sight distance at the intersections. Limited use areas shall have public use easements to limit slope and landscaping, and be placed in a lighting and landscape assessment district. It should be noted that obstructions such as bus shelters, walls or landscaping within the limited use area which could restrict the line of sight shall not be permitted. At the time of preparation of final grading, landscaping and street improvement plans, a final determination of sight distance characteristics shall be prepared. The grading plan should keep obstructions and slopes out of the limited use areas as shown on Exhibits 5-1 and 5-J. f f 1 f 1 f I f 5-24 i 1 � EXHIBIT 5-1 INTERSECTION SIGHT DISTANCE EVALUATION FOR PROJECT ENTRANCE/HIGHLAND AVE. i � 550' 550' C.L. HIGHLAND A ' ES AURAN O lu III III illuiW97777, FAST F000 'B' E STAURAN . Y 'C' I y i 1 1 I I LEGENDT ® - LIMITED USE AREA 0265-98-02:65A TIO R t1j K PAT TON STATION, Son Barnartlino. Calitomia It ASSOINC. 5-25 1 EXHIBIT 5-J INTERSECTION SIGHT DISTANCE EVALUATION FOR CENTRAL AVE./PROJECT ENTRANCE , 1 w 1 Z a 400' 1 z U 1 1� PROJECT ENTRANCE 1 1 l 400' I 1 1 I LEGENDr , ® = LIMITED USE AREA PATIO 65-98-02:66A STATION. 1�K j K 1 PATTON STATION, $on Bernardino. Lalitamio A/650N1FS INC. , 5-26 6 IMPROVEMENT COSTS AND PROJECT CONTRIBUTION ' This section of the report summarizes the improvements and associated costs required to meet CMP level of service requirements at CMP analysis locations. The project fair share contribution for the improvements at each location is also identified. 6.1 CMP Reauired Improvements and Costs Improvements which will eliminate all anticipated roadway operational deficiencies throughout the study area have been identified for both CMP Opening Year (1999) and CMP Horizon Year (2015) traffic conditions. The improvements were determined through the operations analysis of Section 5. The approximate costs for the CMP Year 2015 improvements have generally been estimated using cost guidelines in the 1995 CMP Handbook (see Appendix "M"). A unit cost of $120,000 for installation of a traffic signal has been substituted for the somewhat lower value cited in the CMP materials. The needed improvements and resulting costs are summarized in Table 6-1 for intersections and roadway links, and in Tables 6-2 and 6-3 for freeway segments. For the arterial roadway system, none of the improvements identified in Sections 3 and 5 are already funded. The total cost of needed intersection and roadway link improvements is $440,000. The total cost of needed freeway mainline improvements along the segments studied is $9,240,000. 6-1 r TABLE 6-1 SUMMARY OF INTERSECTION AND ROADWAY IMPROVEMENTS AND COSTS TOTAL INTERSECTION/SEGMENT IMPROVEMENT COST Arden Ave. (NS) at: Highland Ave. (EW) Restripe NB TH for LT Lane S25,000 Construct WB LT Lane $50,000 Modify Traffic Signal 525,000 SR-30 Fwy. WB Off-Ramp (NS) at: Highland Ave. E Modify Traffic Signal S25.000 Central Ave. (NS) at. Highland Ave. (EW) Construct WB LT Lane $50,000 , Install Traffic Signal' $120,000 Pacific St. E Install Traffic Signal $120,000 Boulder Ave. (NS) at: Highland Ave. (EW) Install EB RT Overlap Traffic Signal 525.000 Total 5440,000 1 r r I Proposed Patton Station development has been assumed for 100% of installation of traffic signal. 6-2 TABLE 6-2 SUMMARY OF CMP FREEWAY MAINLINE AM IMPROVEMENTS AND COSTS SEGMENT IMPROVEMENT COST LENGTH LANES ADDED PER TOTAL FREEWAY SEGMENT LIMITS MILES) IGENERAO HOV MILE COST SR-30 Fwy. WB Highland Ave. to Del Rosa Ave. 1.0 0 1 51,100,000 $1,100,000 Del Rosa Ave. to SR-18 1.5 0 1 $1,100,000 $1,650,000 SR-18 to SR-259 1.1 1 1 1$2.300.000 $2,530.000 SR-30 Fwy. EB SR-259 to SR-18 1.1 0 0 $0 $0 SR-18 to Del Rosa Ave. 1.5 0 0 $0 $0 Del Rosa Ave. to Hi hland Ave. 1.0 0 0 $0 $0 TOTAL $5.280.000 l 6-3 i TABLE 6-3 SUMMARY OF CMP FREEWAY MAINLINE PM IMPROVEMENTS AND COSTS , SEGMENT IMPROVEMENT COST LENGTH LANES ADDED PER TOTAL FREEWAY SEGMENT LIMITS MILES GENERAQ HOV MILE COST SR-30 Fwy. WB Highland Ave. to Del Rosa Ave. 1.0 0 0 $0 $0 Del Rosa Ave. to SR-18 1.5 0 0 $0 $0 SR-18 to SR-259 1.1 0 0 $0 $0 ' SR-30 Fwy. EB SR-259 to SR-18 1.1 0 1 $1,100,000 $1,210,000 SR-18 to Del Rosa Ave. 1.5 0 1 $1,100,000 51,650,000 Del Rosa Ave. to Highland Ave. 1.0 0 1 $1,100.000 $1,100.000 I TOTAL 53.960 000 , 1. i 1 I t 1 1 1 1 i 6-4 I t6.2 Project Contribution and Fair Share Costs In conformance with CMP requirements, project fair share contributions have also been calculated for CMP Horizon Year improvement locations. The project share of cost has been based on the proportion of project peak hour traffic contributed to the improvement location relative to the total new peak hour Year 2015 traffic volume. Table 6-4 presents a summary of improvement cost and project cost shares at each CMP Horizon Year (2015) intersection improvement location. The intersection fair share cost calculations are based on the PM peak hour traffic I volumes, since this is when most (and the most severe) intersection deficiencies occur. As shown in Table 6-4, the project's fair share of 1 identified intersection and roadway link costs is $177,187. Tables 6-5 and 6-6 summarizes the needed freeway mainline improvement costs and project fair share cost contribution estimates for each freeway mainline segment which will require improvements. Some (one-half) of the freeway mainline segment deficiencies occur only during the AM peak hour, and no deficiencies occur during both peak hours of traffic. The freeway fair share cost contribution calculation is, therefore, based on the peak hour (AM or PM) during which the deficiency occurs. As shown in Tables 6-5 and 6-6, the projects's fair share of freeway costs is $145,640. The overall calculated project fair share contribution is $322,827. i 6-5 TABLE 6d , PROJECT FAIR SHARE INTERSECTION TRAFFIC CONTRIBUTION , YEAR 2015 F OJECT WITH TOTAL OF PROJECT TOTAL EXISTING PROJECT PROJECT NEW EW COST INTERSECTIONISEGMENT COST TRAFFIC TRAFFIC TRAFFIC TRAFFIC AFFIC SHARE Arden Ave. (NS)at: Highland Ave. (EW) $100,000 3,717 6,132 288 2.415 11.93% $11,925 SR-30 Fvvy.WB Off-Ramp(NS)at: Highland Ave. (EW) $25,000 2,750 4,664 293 1.914 15.31% 53.827 Central Ave. (NS)at: Highland Ave. (EW) $170,000 1,529 3,078 237 1,549 15.30% $127,650 ' Pacific I. (EW) $120,000 543 1,078 142 535 26.54% $31,850 Boulder Ave. (NS)at: Hi hland Ave. (EW) $25,000 1,425 3,377 151 1.952 7.74% $1.934 otal $440.000 $177,187 , i t t t Proposed Patton Station development has been assumed for 100%of traffic signal. 6-6 = Ii ®® \ ) ° 0 -- \ 0 §/\aaa � § --- � 2 , ! ! , « � I ! K ! q § | e \ $ \ B ¢ J3 \ / awg - ee � \ \ i \ \ \ § J ] § [ § : k ) � , §§§ A§§ - Beeeee $ tr ®----® \ ! k§\7k§ _ ° § RRRRRq ) 2 - - 0 @ \ ! o , $ kow - $ § \ ) m7J > ` \� } ) } { � | 2 6-7 @ @ § } aa2j \ \ § § a;2\\? \ ( & K \\\ E ) § \ § § § 2k \ ) } @ � IGSE \ § \ \ @f@ 22 § § § § ` - \ - 0999Eee @ § / §RR§§§ / ) o , [ $ , _ � „ ` 0 $ \ di - @ \ � 2 § 2 � � $ MOWWWO O e ® @ ; ) T cr 6-a 7. SUMMARY AND RECOMMENDATIONS This chapter summarizes the findings of this traffic impact analysis, and provides a series of recommendations related to project implementation. 7.1 Summary The project contributes traffic greater than the CMP freeway threshold volume of 100 two-way trips to a State Highway (SR-30 Freeway), and the project contribution test has indicated that the project will contribute more ' than 80 trips (CMP roadway threshold volume) along roadway segments serving CMP intersections within the County of San Bernardino and City of Highland. This means that the City of San Bernardino must notify the 1 Congestion Management Agency (SANBAG), the California Department of Transportation (Caltrans), the County of San Bernardino and City of Highland in accordance with CMP requirements. Each of these agencies must also be provided with a copy of the CMP traffic impact analysis, once the document is accepted by the City of San Bernardino. The CMP Horizon Year (2015) traffic volumes without the project have been derived from the subregional travel demand model currently being used for I long range planning in the City of San Bernardino. This model is commonly referred to as the East Valley Traffic Model (EVTM) model. The EVTM model ' is the approved travel demand forecasting tool within the study area. Project traffic volumes for the future conditions projections were estimated using the manual approach described in the CMP guidelines. Trip generation has been estimated based on the average trip rates contained in the Institute 7-1 of Transportation Engineers OTE) Trio Generation Manual, 6th Edition, 1997. The project trip distribution was developed based on a review of existing traffic volumes and projected future traffic patterns as predicted by the EVTM model. Project traffic volumes were then added to the future year background volumes. The result of this traffic forecasting procedure is a series of traffic volumes suitable for traffic operations analysis. 7.1 .1 The Project The project site is proposed to be developed with golf course, driving and putting range, hotel, commercial retail and restaurant uses. Exhibits 1-C and 1-D illustrate the project site plans. The traffic related to the project has been calculated in accordance with the following accepted procedural steps: • Trip Generation , • Trip Distribution • Traffic Assignment Tables 2-2 summarizes the projected trip generation for the Patton Station development. The proposed development is projected to generate a total of ' approximately 11,416 trip-ends per day with 618 vehicles per hour during the AM peak hour and 947 vehicles per hour during the PM peak hour. 7-2 1 The trip distribution/traffic assignment process has been accomplished manually. The individual distribution pattern for the project has been ideveloped based on the EVTM select zone trip distribution, as well as the individual access points and local traffic patterns. 7.1 .2 Existing Study Area Conditions All CMP Horizon Year (2015) analysis locations which exist today have been analyzed. Regional access to the site is provided directly by the SR-30 Freeway. Local access is provided by various roadways in the vicinity of the site. The east-west roadways which will be most affected by the project include Highland Avenue, Pacific Street and Baseline Street. North-south roadways expected to provide local access include Arden Avenue, Victoria -� Avenue, Central Avenue, Orange Street, Palm Avenue and Boulder Avenue. The study area intersections currently operate at acceptable levels of service (LOS "D" or better) during the peak hours. 7.1 .3 Future Conditions In accordance with explicit CMP requirements, both an Opening Year analysis 1 and a CMP Horizon Year analysis are included in this report. Opening Year traffic operations analysis has been completed for the AM and PM peak hours and are shown in Tables 5-1 through 5-3. AM peak hour and PM peak hour traffic operations analysis are summarized in Tables 5-4 through 5-6 for Year 2015 conditions. Most study area operational deficiencies will occur whether or not the project is constructed. Improvements have been identified for all operational deficiencies with the project. 1 7-3 7.2 Recommendations The recommendations in this section address on-site improvements, off-site improvements and the phasing of all necessary study area transportation improvements. 7.2.1 On-Site Improvements. On-site improvements and improvements adjacent to the site will be required , in conjunction with the proposed development to ensure adequate circulation within the project itself. Exhibit 7-A depicts the recommended on-site , circulation system and the recommended location of a bus stop adjacent to the project. 7.2.2 Off-Site Improvements The necessary off-site improvement recommendations were described in previous sections of this report. The project should contribute towards the cost of necessary study area improvements on a fair share or "pro-rata" basis. In addition, provide a 100 foot northbound left turn lane for vehicles desiring to turn left into the project site at the Central Avenue/project entrance intersection (see Exhibit 7-B). 7-4 II � EXHIBIT 7-A PROJECT CIRCULATION RECOMMENDATIONS MODIFY EXISTING PARTICIPATE IN 150 FOOT WESTBOUND LEFT TRAFFIC SIGNAL TURN LANE FOR VEHICLES DESIRING TO TURN FOR MAIN PROJECT LEFT AT THE CENTRAL AVE./HIGHLAND AVE. ENTRANCE. INTERSECTION. ARTICIPATE IN ELAN INSTALL NEW TRAFFIC PARTICIPATE IN FUTURE SIGNAL AT CENTRAL FUTURE W SR-30 BOULDER AVE./HIGHLAND WB OFF— AVE./HIGHLAND AVE. AVE. INTERSECTION AMP/HIGHLAND INTERSECTION. IMPROVEMENTS. VE. INTERSECTION IMPROVEMENTS. CONSTRUCT CENTRAL AVE. ----- ----� FROM HIGHLAND AVE. TO TH SIT THE SOUTH PROJECT w > w---L I BOUNDARY AT ITS ULTIMATE ui HALF-SECTION WIDTH AS A SECONDARY HIGHWAY 0 0 N~ w ¢ (88 FOOT ROW) IN p vai CONJUNCTION WITH o OL DEVELOPMENT. a SR`30 OUTH' FK'Y SITE i ,S3o rk PACI IC ST. a S S > > w < a w U 0 O BA ELINE T. m I PARTICIPATE IN FUTURE PROVIDE A 100 FOOT NORTHBOUND PARTICIPATE IN FUTURE TRAFFIC ARDEN AVE./HIGHLAND LEFT TURN LANE FOR VEHICLES SIGNAL AT CENTRAL AVE./ AVE. INTERSECTION DESIRING TO TURN LEFT INTO THE PACIFIC ST. INTERSECTION. IMPROVEMENTS. PROJECT SITE AT THE CENTRAL AVE./ PROJECT ENTRANCE INTERSECTION. CONSTRUCT HIGHLAND AVE. FROM LEGENDo THE WEST PROJECT BOUNDARY TO TRAFFIC SIGNAL CENTRAL AVE. AT ITS ULTIMATE - HALF—SECTION WIDTH AS A MAJOR ®- BUS STOP N HIGHWAY (100 FOOT ROW) IN ���� CONJUNCTION WITH DEVELOPMENT. 0265-99-02:57A PATTON STATION, San Barnaroino, Colilornia I � ASSOCYI6 INC. 7-5 1 i THIS PAGE INTENTIONALLY LEFT BLANK 1 l 7_g 1 EXHIBIT 7-B CENTRAL AVE. 1 PTUAL STRIPING PLAN , i I� I 1 w z W a 0 z 1 J S I CD 1 N 1 48 I 1 0' 1 TRAFFIC SIGNP WARRANTED i IN 1999. QI Zi OFF-SITE WIDENING 51 FOR SOUTHBOUND ° m I LANE TRANSITION. I wl �I r �I II , I I NOT FOI CONCEPT �z r 98_°26.0 KJK N STATION, San Bernardino. Califarnio !AS30CIATES NG t t THIS PAGE INTENTIONALLY LEFT BLANK - i t i t - - 1 7-8 r 7.2.3 Phasing Actual improvement phasing should be monitored, as actual growth patterns may not match the growth projections exactly. New traffic count data should be obtained and evaluated as individual project phases are constructed. 7.2.4 Transportation System Management Actions a. Off-Site As development in the area occurs, transit agencies should consider ' expanding service within the area. b. On-Site Operational The developer will comply with the trip reduction ordinance of the City of San Bernardino. C. On-Site To accommodate future bus service on key roadways, transit stops should be anticipated at the far side of major intersections (see Exhibit ' 7-B). Pedestrian access to the bus stops should be provided. It should be noted that transit service does not currently exist adjacent to the project site. 7-9 1 APPENDIX A DRIVING RANGE TRIP GENERATION i i 1 i i i i ' September 28, 1990 Mr. Jon Petke THE PLANNING ASSOCIATES 3151 Airway Avenue, Suite R-1 Costa Mesa, CA 92626 Subject: Rancho Golf Center Traffic Evaluation Dear Mr. Petke: ROBERT KAHN, JOHN KAIN & ASSOCIATES, INC. is pleased to provide this traffic evaluation of the Rancho Golf Center located adjacent to the California Oaks Community at the Northwest quadrant of I-215 and Clinton Keith Road. The Rancho Golf Center is being processed as an interim land use as Plot Plan 11074 through the County of Riverside. The project site consists of approximately 15 acres and will be an interim use Golf driving range with 45 tees. The area is currently included in the SWAP (South West Area Plan) area with a general plan designation of industrial. The proposed use is an interim use for a period of 5-10 years, and will generate less traffic than the underlying General Plan designation for the property. The project is consistent with SWAP and will generate fewer trips than a comparable industrial development for this area. As a result of this, we do not feel that a traffic study is necessary at this time, since significantly fewer trips would be generated by this use in comparison to the General Plan designation for the property. Appropriate trip generation rates for a golf driving range are shown in Table 1. The project estimated to generate up to 668 vehicles per day, with 47 trips occurring during the PM peak hour (see Table 2) . Riverside County Transportation Department guidelines note that the following projects generally be exempt from traffic study requirements: "Any use which can demonstrate, based upon Institute of Transportation Engineers (ITE) or other approved trip generation data, a peak hour (a.m. or p.m. , as appropriate) trip generation of less than 50 vehicle trips. " Mr. Jon Petke THE PLANNING ASSOCIATES September 28, 1990 Page 2 In conclusion, the proposed interim golf driving range use will ' generate a low amount of peak hour traffic. As a result of this, a full traffic study is not required for this interim use at this time. If you have any questions regarding this project or need further information, please do not hesitate to give us a call at (714) 474-0809. Sincerely, ROBERT KAHN, JOHN KAIN & ASSOCIATES, INC. , John Kain, AICP Robert Kahn, P.E. Principal Principal RK:kgd/332 , JN: 02-90-004 , Attachments 1 1 ' Mr. Jon Petke THE PLANNING ASSOCIATES September 28, 1990 ' Page 3 TABLE 1 ' DRIVING RANGE TRAFFIC GENERATION CHARACTERISTICS, ' ALL DAY' 5 PM TO 6 PM' DAY OF THE WEEK TRIP-ENDS TRIP-RATE TRIP-ENDS TRIP-RATE Rancho San Joaquin (Irvine - 38 Tees) ' Monday 395 10. 39 32 0. 84 ' Laguna Hills (Laguna Hills - 49 Tees) Tuesday 770 15. 71 64 1. 31 ' Wednesday 809 16. 51 54 1. 10 Thursday Closed Closed Closed Closed Friday 823 16. 80 47 0. 96 ' Average of Rancho San Joaquin and Laguna Hills Weekday Counts 1 Average 699 14 .85 49 1. 05 Per Orange County EMA Traffic Counts November, 1986. 2 Two-way daily trip-ends. TABLE 2 1 PROJECT TRIP GENERATION' PM PEAK ' LAND USE QUANTITY DAILY TRIPS HOUR TRIPS Golf Driving Range 45 Tees 668 47 ' 1 Based upon data compiled by ROBERT KAHN, JOHN KAIN & ' ASSOCIATES, INC. (see Table 1) . ' APPENDIX B TRAFFIC COUNT DATA 1 1 1 neceivea jun-ti-k)o ue.26pm rrom CCITT G3 RKJK page JUN-19-9B 02 :37 PM Lacation:Centnll s/o Hi land land Volumes for Tucs. 6116198 AM Period NB SB PM Pcnad 03340001 12:00.12.15 3 3 T'B SB 12:13-12:30 4 12:00.11:13 23 12 3 1 1215.12:90 29 2:30-12:43 1 11 2 12:30.12:45 IB 22 i 12:45.01x) 9 17 1 9 26 12:4S•1:00 � 1:00.1.13 ) 1 12 82 IU 63 147 1:15-130 2 1:00-1:15 16 9 . ' 2 115•1:30 1:30-1:13 1 3 1:30.1:45 11 g 12 16 1:45.2:00 0 y 2 8 12 6:43.2:00 17 56 15 y8 104 2:00.2:00 2 1 2:15-2:30 1 1 17 17 18 2:30.2:45 2 2 2:15-2:30 10 16 2:30-2:45 12 13 2:4S-3:00 0 S U 4 9 2:45.3:00 ' 3:00.3:15 0 3:W-3:15 13 52 A 57 109 1 3:15-3:30 ! 1 7 10 3:15.3:30 13 16 3:30-3:45 2 2 3:30.3:45 16 !8 3:45-1:00 3 6 3 7 13 3:45.4:00 s 4:00.4:15 2 S 4:00-4:15 13 49 59 108 4:1.54:30 1 6 is 4 4:15.4:30 18 12 4:30.4.45 1 3 4:30-4:45 15 15 ' 4:43.3:00 2 7 2 14 21 4:45.5:00 15 54 16 61 115 5:00-5:15 7 !0 5:00-5;15 16 17 8 9 5:15-5:30 16 16 3:30-5:45 6 9 5:30-,5:45 13 15 5:43.6;00 7 28 8 36 64 5:45{;00 5 50 14 62 112 6:00-6:15 7 10 6:(XM:15 8 10 6:15.6:30 16 8 6:15-6:30 13 11 6:30-:45 17 9 6;30.6;40 16 12 6:45-7:00 8 48 8 35 83 6:45-7:00 16 33 10 43 96 7:00.7:13 10 10 7:00-7:15 18 16 7:IS•7:30 17 15 7:15.7:30 14 12 7:30.7:45 23 8 7:30.7:45 10 13 7:45-80) 20 72 9 42 114 7:43.8:Iw 14 M 12 33 111 8:00-8:15 i6 7 8:00.8:15 12 I8 8:15-8:30 21 8 8:15-8:30 14 15 8:30-8:45 22 9 830-8;45 5 12 ' 8:45.9:00 21 80 9 33 113 8:45.900 4 35 10 65 100 9:00.9:IS it 10 9:00.9:15 11 g 9:1•S-9:30 16 12 9:15.9:30 7 12 ' 9:30-9:45 9 11 930-9:45 8 1S 9:45-10:00 19 55 11 44 99 9:45-10:00 3 31 12 47 78 10:00-10:15 12 8 m:On-10:15 3 B 1015-10:30 8 9 1015.1030 S 10 10:30.10:45 11 10 10:30.10:45 8 7 10:45-11:00 10 41 12 39 80 10:45-11:18) 4 20 8 33 53 11:00-11:15 10 8 11:0).11:13 3 9 ' 11:15.11:30 4 7 I1:15-11:30 7 g 11:30-11:45 13 9 11:30.11:45 3 7 11:43.12:00 6 35 10 34 69 11:45.12:00 3 18 7 31 49 Total Volumcs 398 305 703 556 626 1182 Daily Totals 934 931 1885 page JUN-19-99 02 :36 PM - F I t LorationR hland e/o Central Iii land Volttmes for Tuts. 611W98 AMfcriad EB yrg PMPerlod 03340003 12:00-12:15 25 20 12:1x1.11:15 111 r 12:15-12:30 20 12 12:15.12:30 199 1) 12:30-12:45 10 16 12:30.12:41 170 178 , 12:45-1;00 18 73 8 56 129 12:45.1-00 138 688 166 681 1369 S 1:00-1:15 16 13 1:0(1-1:15 1:15.1:30 1J 180 193 Il 1:15-1:30 171 168 1:30-1:45 9 8 1130-1145 167 155 1:43.2:00 8 48 11 43 41 1:45.2;(x1 160 678 144 660 1338 2:00.2:15 l0 3 2:00.2:1.5 129 139 2:15.2:30 9 7 2:15-2:30 138 168 ' 2:30.2:45 6 5 2:30-2:43 140 174 2:45-3:00 7 32 4 19 51 2,45.390 155 362 139 640 1202 3:00-3:15 3 5 3:00.3:15 150 168 3:15-3:30 5 7 3:15.3;30 171 132 3:30.3:45 7 1 3:30-3:45 168 160 3:434:00 6 23 5 I8 41 3:45.40) 170 659 156 616 1275 , 4:003:15 9 9 4:00-4:15 2u() 152 4:15-4:30 5 10 4:15.4:30 201 141 4:30.4:45 7 11 4:30.4:45 197 177 4:45-5:1x7 6 27 12 42 69 4:45.501 205 803 147 617 1420 , 5:00-5:15 8 17 5:00.5:15 199 152 5:13-5:30 8 28 515-510 197 150 5:30-5:43 IS 27 5:30.5:45 180 148 ' 5:4516:00 10 44 41 114 158 545.:(x1 177 742 136 586 1328 6:00.:15 25 42 6;006:15 160 145 6:15-6:30 31 76 6:15.;30 140 130 6:30-6:45 30 60 6:30.6:45 125 122 6:45.7:00 28 114 83 261 375 6:45.70) 130 555 130 527 1082 7;00-7;15 43 83 7;00.7;15 118 134 , 7:15-730 70 1% 7:15-7:30 125 119 7:30-7:45 88 122 7:30.7:45 130 120 7:45$:00 105 308 130 441 749 7:45-8:(x) 103 4T8 133 506 984 8:00.8:15 120 98 8:00.8.15 100 104 , 8:15$:30 118 101 9:15-8:30 99 99 8:30.8:45 105 67 9:30.8:45 105 96 8:45-9:00 112 455 67 333 788 8:45-9:00 110 414 96 393 809 , 9:(1).9:15 89 103 9:00.9:15 88 75 9:15-9:30 90 101 9:15.9:30 90 82 9:30.9:43 105 96 9:30-9:45 77 73 , 9:45.10:(x) 111 395 118 418 913 9:45.1000 80 335 45 275 610 10:00-10:15 108 104 10:00.10:15 66 49 10:15.1030 121 119 10:15-10:34) 71 53 10:30.10:45 130 112 10:30-10:41 80 53 ' 10:45.11:00 135 494 127 462 956 10:45.11:00 66 283 32 187 470 11:00-11:15 128 148 11:)•I1:15 55 29 11:13-11:30 140 137 11:15-1-630 65 24 ' 11:30-11:45 141 131 11:30-11:45 70 18 11:0-12:00 144 553 160 576 1129 11:45.12.00 71 26) 22 93 354 Total Volumes 2566 2793 1349 6458 5783 12241 Dail)Totals 9024 8566 r 17390 , .._,.c TUN-1Ja-'3a 02 :SE Pri v •••• UU nlJf\ . atiE r 1 ocatJon:Highland u'/0 Central Hi and Volumes for Tucs.6/16 98 AM period PB W8 0334(A)02 PM Pcriod Ix WB 12;00.12:11 41 11 12:00.12:15 153 175 12:15-12:30 23 12 12;15.12:30 181 1581 12:30-12:45 29 10 11:30-12:45 156 181 12:45-100 13 106 8 41 147 12:45.1:00 164 654 178 724 1:00 186 .1:15 20 6 1:00-1,15 1378 180 1:15.1.30 18 5 1:15.2:30 160 178 ' 1:30.1:45 12 4 1:30-1:15 111 170 1:45.2:10 10 60 2 17 77 1:45 2:00 149 639 166 694 1333 200-2:15 11 6 2:M-2:15 143 158 2:15.2:30 9 6 2:15-2:30 137 160 2:30.2:45 13 4 2:30.2:45 140 156 2:4.5-3;00 841 5 21 62 2:15.3:00 160 580 150 624 1204 3:00-3;15 7 8 3:00.3:15 163 140 3:15-3:30 7 8 3:15.3:311 156 135 3:30-3:15 9 7 3:30-3:45 177 125 3:45-1:00 5 28 6 29 57 3:45.4;00 164 660 120 520 1180 4:00-4:15 8 -12 4;00«1:15 158 75 4:154:30 13 9 4:15.410 184 100 4:30-4:45 12 8 4:30.4:41 179 156 4:45-500 7 40 10 39 79 4:45.5:0 228 749 160 491 1240 5:00-5:15 6 20 5:00-5:15 183 177 5:15-5:30 9 22 5:15-5:.70 184 160 5:30.1:45 16 40 5:30-5:15 182 178 5:456:00 10 41 50 132 173 5:45-0:00 170 719 158 673 1392 6:0010;1 S 19 79 6:006:15 150 140 6:156:30 28 88 6:156:30 134 135 6:306:45 31 80 6:30.6;45 157 120 6:45.700 36 114 78 325 439 6:45.7:00 129 570 118 513 1083 7;00.7:15 52 80 7:00-7:15 129 121 7:15-7:30 45 95 7:15.7:30 151 108 730.7:45 58 112 7:30-7:45 142 111 7:45.8:00 69 224 145 432 656 7:45.8:00 121 .543 102 442 983 8:00.8:15 81 160 8:00-8:15 129 89 8:13-8:30 101 120 8:15.830 93 90 8:30445 98 125 8:30.8:45 105 66 8:45-9:00 85 365 - 130 535 900 8:45-9:00 110 437 71 316 753 9:00-9:11 91 100 9:00-9.1.5 78 60 9:15.9:30 87 105 9:15.9:30 104 65 9:30.9:45 102 88 930.9.45 82 71 ' 9:45.10:00 124 404 90 383 787 9:45.10:00 65 349 110 276 625 10:00•10:15 90 99 10:00.10:15 58 35 10:15-10:30 121 110 10:15.10:30 63 40 10:30.10:45 126 120 10:30-10:45 67 45 10:45.11:00 132 469 115 444 913 10:45.11:00 53 241 55 175 416 11:06.11:15 137 120 11:00.11:15 48 26 ' 1115-11:30 137 130 11:15-11.30 63 30 11:30-11:45 122 140 11:30-11:45 42 20 11:45.12:00 148 544 151 541 1085 11.45.12:00 30 183 10 86 269 ToW Volumes 2436 2939 $375 6324 5534 11858 Dail} Totals 9760 8473 r 17233 Page SUN-19-99 02 :36 PM - 1 t iaalion:Hi hlanddoCenral Fli land V61umos for Tues.G/10098 03340W3 AM l�nad EB Wa 12:00-12:15 25 20 PMP EB WB 12:(X)-12:1.12:1 5 181 t 12:15.12;30 20 12 160 12;3012:45 10 12:15.12:30 190 177 16 12:30.12:43 170 178 ' � 12:43.1:00 18 73 8 36 129 12:43.1:00 1:00-1:15 138 688 166 681 1369 1G 13 1:00-);13 ISO 197 1:15-1:30 13 11 1:15.1:30 171 168 1:30-1:43 9 8 130.1:43 1:45.2:00 8 48 167 155 I1 43 91 1:45.2(M 160 678 144 660 1378 2:00.2:15 10 3 2:00-2:15 129 U9 2:15.2:30 9 7 2:15-2:30 138 , 2:30.2:45 6 5 168 2:342;s5 W) 174 2:43-3:00 7 32 4 19 Sl 2:45-3:00 155 562 139 640 1202 3:00-7:15 5 5 3:00.3:13 75O 168 , 3:15-3:30 3 7 3:15.3;30 171 132 3:30.3:45 7 1 3:30-3:45 168 160 3;45.4:00 6 23 5 18 41 3:45.4:00 170 659 156 616 1273 ' 4:00.4:15 9 9 4;004:15 200 152 4715-4:30 3 10 4:13.4:30 201 141 4:30.4:45 7 11 4:30.4:45 197 177 4:45.5:00 6 27 12 42 69 4:45.30) 203 803 147 617 1420 , 5:00-5:15 8 17 5:00-5:15 IRS 132 5:15.5:30 8 2R 5:15.5:30 197 150 3:30-5:45 18 27 5;30.3:43 180 148 ' 5:45.6:00 10 44 41 114 138 5:45.6:00 177 742 136 386 1328 6:006:13 25 42 6:0015 160 145 6:13.6:30 31 76 6:15.6:30 140 130 ' 6:306:45 30 60 6:30-6:45 125 122 6:45-7;00 28 114 83 261 375 6:45-7:00 130 355 130 327 1082 7:00.7;15 43 83 7:00-7:15 118 134 , 7:15-7:30 70 106 7:15-7:30 125 119 7:30-7:45 88 122 7:30-7;45 130 120 7:45-8:00 105 308 130 441 749 7:45.8:00 105 478 133 506 984 8:00.8:13 120 98 800-815 100 104 ' 8:15-8:30 119 101 8:15-9:30 99 yg 8:30.8:45 105 67 8:30-8:45 105 96 8:45-9:00 112 455 67 333 788 8:45-9:00 110 414 % 395 809 9:00.9:15 89 103 9:00.9:15 88 75 9:15.9:30 90 101 9:15.930 90 82 9:30.9:45 105 96 9:309:45 77 73 945.10:00 111 395 118 418 813 9;45-100) SO 335 45 271 610 10:00-10:15 108 104 10:00.10:15 66 49 10:15-10;30 121 119 10:15-10:30 71 53 10:30.10:45 130 112 10:30-10:45 80 S3 10:43-11:00 135 694 127 462 956 10:45.11:00 66 283 32 187 170 110011:15 128 148 11:00.11:13 55 29 11:15.11:30 140 137 11:15-11:30 65 24 11:30-11:45 141 131 11:3411:45 70 IS 11:45-12:00 144 353 160 576 1129 11;45.12:00 71 261 22 93 354 Total Volumes 2566 2793 5349 6458 5783 12241 Daily Tou315 9024 8566 17190 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EB 30 FWY DATE: 6/2/98 CITY: SAN EXIT BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY - - PROJECTS 0316001A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 1 2 2 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 79 11 49 68 207 15 AM 127 22 48 69 266 ' 30 AM 183 29 72 -128 412 45 AM 209 26 77 94 406 8:00 AM 128 18 70 101 317 15 AM 96 17 75 81 269 ' 30 AM 107 18 76 110 311 45 AM 116 23 87 120 346 9:00 AM ' 15 AM 30 AM 45 AM 10:00 AM ' 15 AM 30 AM 45 AM - ----------------------------_______ TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 0 0 1045 0 164 0 554 0 0 771 0 2534 ' AM Peak Hr Begins at 730 AM PEAK VOLUMES = 0 0 0 616 0 90 0 294 0 0 404 0 1404 ADDITIONS:SIGNALIZED Filarnme: 30ESHIGHXLS Location: SR-30 Fwy.E8 CM Ramp/Highland Ave. Turning Movement Counts Per CMP Requirement, Northbound Southbound Eastbound Westbound LT Th RT LT I Th RT LT Th RT LT Th I RT AM Peak Hour t###A tTASW# ##### 820 0 120 0 348 0 0 512 0 Peak Hour Factor #DN/01 0.79 0.89 0.80 PM Peak Hour tl#####f#k# ##### 887 0 153 0 864 0 0 676 0 ' Peak Hour Factor #DN/0! 0.97 0.93 0.95 MORNING IMIIEeuW ealNruM E sat WagOwM M1wn le LT T, AT I" LT TI, AT Taal LT TII AT TWI LT Th AT Teel 7:w 7:15 a 0 0 0 TO 0 11 w o 40 0 49 0 Y 0 Y , 7:15 7.w 0 0 a 0 u7 0 22 149 o u 0 48 o Y 0 Y 7:w )u o a 0 a 3 p 22 2111 a 72 o 72 0 20 o 26 745 e'.w 0 0 0 0 212 0 25 325 o IT o IT a w 0 w 6w e'.1s o 0 0 0 in o is +b 0 70 0 70 p 10+ o ml e is s'.w o 0 0 o Y 0 17 113 0 7s o 75 0 e+ o el ew es 0 0 o 00 107 0 16 1115 a 7e 0 70 0 110 0 110 , e:1e 2:w 0 0 0 0 T1a 0 a 130 o e7 a e7 0 +w 0 In 'SUk Now+ 7 e:w 0 0 0 0 ale o w Mss o a1 0 67 0 104 0 126 aap.m: 0—> )De—> 11w—> I — I"—> MPL11pYpma Na as Ell PW. Bf NAOe>I (De:w 0 eY 3b 3Y r.l 63) 0 713 2a, aw TA"0 0 Toe a 404 7:ISe:Y 0 519 3Y 3Y B:OLLaw 0 53] 30e 113 6laanun PW 112,2 by gpmn 0 713 w6 Iu PW tseenyam2ad+ a as e7 to 4-P . 0 DID 2Y 612 P16fe746ngpoaa epNAI o.n on eY , PwN Nw04wna eW ewatl Eadee ad WaabM LT Te AT LT Ta AT LT Th AT LT Th AT 7:MeSe 0 0 0 D 0 0 0 D 0 0 0 0 7:156:+5 0 o a Y7 0 Ds 0 0 0 0 o a 7'.xi&w o 0 0 o a o a 0 0 0 0 0 rlses o 0 0 0 0 a o 0 0 o a 0 ' 7'.45- 0 0 0 0 0 0 0 306 a 0 N2 0 Toby 0 0 Y7 a 95 p a a 412 0 T M aOryA p a0Nn11 WNRI 0 120 0 sfe 0 0 512 0 EVENNIG v > Wa Ea _ LT El. , NvI aaeOt/N Rm to LT 1w IR Tr41 LT le AT TcW IT 111 AT Tml LT TI AT Tml ♦Ca 1:15 0 p 0 0 al 0 w 3w 0 1D7 0 167 0 1Y I, 1Y 1:15 4w 0 0 0 0 303 a 24 u9 0 lY 0 tY 0 tY 0 tY , 4w oCs 0 0 0 0 Ms o a 257 0 in o lw a 153 0 03 5th sw 0 0 0 0 201 o w M 20 0 tY 0 1Y a 1m o v2 s:w sa0 0 0 0 0 In o 32 m 0 r7 o 217 0 151 0 151 sas sw p o 0 0 2m a 33 1131 o a1 o 1 0 1M o tY s:w 5:Y a o 0 0 we 0 3s 241 0 lY 0 1Y o u1 o u1 5'.15 am o 11 o a lY o w 231 0 1w o lw 0 143 a w PENtNWR , INC SM 0 0 0 0 Yl 0 1 3w 0 m 0 a1 0 W 0 tas cwYdl: 0—> 100) m—> w—> e12ac D—> 0—> 11131—> r_ 7w—> CMPCebMes NB eB ED 'NO Isis lsy oey1 400s:w a fpm m w 4455:+e 0 971 7w as 43D.5:30 0 2Y s12 em 5ONOw 0 M et3 am saoew o all o Yt wan2m PW Nwyquwdl 0 lam a,a W Pk 1541n.y quad, 0 2Y lei in 4•Paak IS ,1,,gpPeth 0 IM M m FNF MPpY1Smn HanY aaNnM 027 O.C1 ON PW ISYb[a Nbeegatl eweebatl Eaa0bn0 WM LT T, AT LT 71, AT LT In AT LT Th AT 4: :w a o a Y1 0 1 o 0 0 o w o .:+"as p o 0 0 0 o p o 0 o a o 4. sw o 0 0 0 0 0 0 $19 0 0 0 0 44"15 0 0 0 0 o a 0 0 0 0 0 0 4aw:w o 0 a 0 0 0 0 0 0 0 0 0 ' rdr 0 0 o Y1 a lY o e12 0 o ap o 7 1 Filename: ARDEHIGHXLS Location: Arden AveMighland Ave. ' Turning Movement Counts Per CMP Requirements Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th RT AM Peak Four 379 183 102 34 321 369 96 770 358 164 1052 158 Peak Flour Factor 065 0.85 0.60 0.79 ' PM Peak flour 180 108 44 80 192 144 328 11% 376 171 1267 194 Peak Hour Factor 0.75 0.90 0.88 0.87 ea a e.OaNiNG _ one 3uell0aule U-to w.51m.e Rem to LT 1n eT Tonu LT 111 FIT T" LT )11 RT Tali LT i!i RT Toni ]:m L15 b B 5 at 12 45 R. 121 15 01 b 1N P 157 21 207 ' ]a5 ]:b m b 14 10) 5 71 70 tq 12 a m tm w 131 10 Im 7W 7:b 00 H 30 tm . pt ee 111 }1 toe B7 YIS u X. ]5 ].] ]:.5 a15 32 21 0 et ) 65 m 152 12 1Rp e2 243 $p tp. R 255 8 DO eM 613 M tp i. T7 t2 b 7e 1b 31 tall 7o 256 27 2b b 311 815 e]0 .3 B 10 m 12 JO 53 p5 xt e] 23 1]1 10 IM )) 1B. B:XI e'IS J) ip 7 m 11 .0 In 111 M 125 37 U2 1) tm w 227 ' os 6m lJ to 6 m t0 r n tae w 28 .0 tBe x. n+ 2+ 216 PENt NOUR 715 515 ab n. r 1M a m 6VPWw1:tll: r_ H. let It 613 e 3M ut- p).- 1w teW ss- 316-a ]O > w al -a Cup CYeYaare ng PW 1bv BY MFeFC1 eB Ea WB 7:0µ0'W 415 7:158:15 .lt �e W Bey ):308:]0 3H 674 10r 7.550 - sH rp ion ' eao6m 2200 510 ets 657 T70 07 e.lamm waravyµoalul 431 Bill PW 15 n,br/qe 11 IN p7• for et Sae 3.l .-P„i,ts,lm.yhwaaa eH n. 1n. 13n P11F targtll Maoeel OM 0.b O.m er ' PnXXnr NWYIU.1 SdF1E4Ftl EFMWatl w.epyd LT it, RT LT T11 nT L7 m Rf LT III, Rt za0x:m 0 0 0 0 0 a o a o o a o 7 l"il5 2.a 116 r n xn 314 )e ev 265 1311 615 1201 730x30 0 a 0 0 0 0 0 0 0 0 0 0 ' MOO 0 0 0 0 0 0 0 0 0 0 0 a a W:00p:w o 0 0 0 o a 0 0 0 0 0 a T°dd 2b 116 r n 2n 31. )e 013 $eS 13o m +2. PHF M 3)0 1m 10x 31 321 ]r r 7)0 be 1e. 10$2 15a EVEHIN3 � v > ` te+e4au.1 4ale0eatl ER.IhM/N Wlem.tl Omr to LT TI e{ TaW LT TI RT TdFI LT 11i eT TW LT TI RT Tout 4W .13 n e 10 47 1a a7 17 m et nt 70 353 all 2017 M 310 .:15 w b 10 a et p 3. 21 H a7 'a b 420 N n1 s) b2 ' .:w ' ..s 19 5 n b b b 1l m m lm 65 20B b m..5 a:to J . m lll 1M 70 MIS 91 475 et Wa 41 .0) 500 5:15 31 21 a 5e n m 2a 1M m 2w r .m H Ir b ba 5:15 B:w m 101 ) H 1a r 2p H r 1r m Sae M m w zw s:w S:b 3x 1e u m 1e w 33 e) H 22. M as) n 2.2 37 30a s:b em m w t0 r e 2s w m .5 tr m >s1 .a m 2e 20 pmIlOult 01;15 5]5 136 e1 b m n m1 105 1M Ir 1M1 1T( qS IN lOr in 01m WNdI: NO-a SY-> far-a la]_a ell-a .- em-> ._ IN-a � CMP C�e� PpY1WFBY NPeRe1 5 ER B yy 006W .:155:15 2K J1] 156, 1]p .:]0-5'.w n2 be tar 10117 s 0-3:015 2015 3]e 15n 1315 0a:m 2n 3M 130 s 0 a. Mmmm MYYW aYhPaWI 249 382 Pat tSMn.pY/ppytR + 0 1417.•PW ismn.bl NRaRCI 312 2 tM 01)5 b) 2. IDw +ate RIFa PW tSmm nnW 075 0.m o.r 047 Pak 15#SraF Nvepyy 9Rladual Eap�vl 1p.�d LT In in LT lT RT LT 11, RT LT 111 RT .006:00 0 0 0 0 0 0 0 0 0 0 0 0 .:155:15 135 e1 b 0 0 0 2M Joel ]b 1016 Im tr 4'3o5:30 a 0 0 0 0 0 a 0 0 0 0 0 ♦01SSJ5 0 0 0 )p 173 130 0 0 0 0 0 0 S:COa:m 0 0 0 0 0 0 0 0 0 0 0 It TWI. tb M 81 b 79 In lm 2" 1M1 3b 1016 IM6 IN im I'M F a H H 1 3) SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N-S STREET: EB 30 FWY DATE: 6/2/98 CITY: SAN EXIT BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECT# 0316001P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL ' LANES: 2 1 2 2 2 : 00 PM 15 PM 30 PM 45 PM ' 3 :00 PM 15 PM 30 PM ' 45 PM 4 :00 PM 221 39 197 158 615 15 PM 203 46 195 169 613 , 30 PM 233 24 193 153 603 45 PM 204 39 188 163 594 5:00 PM 193 29 217 151 590 , 15 PM 202 32 221 136 591 30 PM 206 35 186 151 578 45 PM 198 36 184 143 561 6:00 PM , 15 PM 30 PM 45 PM ------------ TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 0 0 1660 0 280 0 1581 0 0 1224 0 4745 PM Peak Hr Begins at 400 PM ' PEAK ' VOLUMES = 0 0 0 861 0 148 0 773 0 0 643 0 2425 ADDITIONS:SIGNALIZED I , SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS ' N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN ' E-W STREET: HIGHLAND DAY: TUESDAY BERNARDINO -------------------PROJECT,¢--0316002P---- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1 .5 0.5 2 2 1 1 2. 5 0. 5 2:00 PM 15 PM 30 PM ' 45 PM 3:00 PM 15 PM ' 30 PM 45 PM 4 :00 PM 29 8 10 16 27 17 51 231 70 26 247 46 778 15 PM 43 10 8 9 34 21 67 276 83 34 291 57 933 30 PM 26 16 5 18 49 16 50 190 65 26 208 38 707 45 PM 35 34 14 18 48 40 79 305 91 51 315 41 1071 5:00 PM 31 21 6 27 50 28 90 280 93 38 285 33 982 ' 15 PM 23 14 7 16 39 29 69 196 63 28 222 30 736 30 PM 32 16 12 18 36 33 64 224 69 27 242 37 810 45 PM 25 30 10 8 25 30 45 156 50 40 222 20 661 6:00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 244 149 72 130 308 214 515 1858 584 270 2032 302 6678 PM Peak Hr Begins at 415 PM PEAK 1 VOLUMES = 135 81 33 72 181 105 286 1051 332 149 1099 169 3693 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS ' VEHICLE AND MANUAL COUNTS N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN ' E-W STREET: HIGHLAND DAY: TUESDAY BERNARDINO ' PROJECT# 0316002A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1 .5 0.5 2 2 1 1 2.5 0.5 , 6:00 AM 15 AM 30 AM , 45 AM 7:00 AM 48 8 5 12 45 64 15 91 35 29 157 21 530 15 AM 60 33 14 6 71 70. 12 88 66 30 131 19 600 30 AM 90 46 30 4 91 86 21 198 87 44 264 35 996 45 AM 52 21 8 7 65 80 12 169 62 29 194 32 731 8:00 AM 44 19 14 12 46 78 31 158 70 27 246 38 783 15 AM 42 8 10 12 30 53 21 87 23 18 129 17 450 ' 30 AM 37 19 7 11 49 67 20 125 37 17 180 30 599 45 AM 33 18 9 10 24 74 30 128 40 24 171 21 582 9:00 AM 15 AM , 30 AM 45 AM 10:00 AM , 15 AM 30 AM 45 AM TOTAL NI, NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 406 172 97 74 421 572 162 1044 420 218 1472 213 5271 AM Peak Hr Begins at 715 AM PEAK i VOLUMES = 246 119 66 29 273 314 76 613 285 130 835 124 3110 ADDITIONS:SIGNALIZED t SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN E-W STREET: EB 30 FWY DAY: TUESDAY BERNARDINO ENTRANCE PROJECT# 0316003A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 0 1 2 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 53 14 54 60 181 15 AM 111 25 55 114 305 30 AM 138 27 49 152 366 45 AM 89 30 61 94 274 8:00 AM 64 17 42 82 205 15 AM 65 12 42 53 172 ' 30 AM 51 10 45 57 163 45 AM 68 3 40 49 160 9:00 AM ' 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 639 138 388 661 0 0 0 0 0 0 0 1826 ' AM Peak Hr Begins at 715 AM PEAK VOLUMES = 0 402 99 207 442 0 0 0 0 0 0 0 1150 ADDITIONS:SIGNALIZED 1 Filename: ARDE30EBXLS , Location: Arden AwJSR-30 Fwy.EB On Ramp Turning Moremad Count Per C&W Requirement ' Northbound Southbound Eastbound Westhound LT Th RT LT Th I RT LT Th RT LT Th I RT , AM Peak ttdl( 0 530 130 256 548 0 pIp pRp ppi pp9l00MISOM Paak Four Faotr7r 0.76 0.81 8DN/O! AM& PM Peak NOUr 0 278 82 358 452 0 ppe paRi pear pps ppa spas , Poak Flour Factor 0.86 0.93 aDN/0! sDN/0! l Blew MOflNW3 v _ MNO°^8 Sewlor4 E.aOwY Waemeatl 1mm b LT 1A RT T" LT 1A RT I. LT TS RT Tabl LT T PIT T. )'m 7:15 0 53 1• 87 5• m 0 tt• 0 0 0 0 0 0 0 C 715 7:30 ° nt m In » ,14 0 1eo 0 0 0 0 0 0 a a IM nos a 738 n 1» 4 m2 0 "1 0 0 0 00 00 0 745 e:m 0 4 w 11p e1 w 0 1» 0 a o ° ° ° 5 ° em e:u a w n e1 4z e2 0 24 0 0 0 0 a a o 0 e:u em 0 as T2 n 12 m ° » ° 0 0 0 p p 0 0 e:0a e:u 0 s1 to e1 4 s7 ° 1n ° ° o a o o a ° , 8:4 5m o 4 a n 4 •0 ° a 0 0 0 0 0 0 0 0 PEAK HOUR 7:15 815 0 •m IN 1» M7 Nx 0 21)t 0 0 0 0 0 ° 0 0 avarA: 501—> e4—> 0—a Sae—a CMP CYWeOea NB 8B ES w0 , PM Hw By RIPNtla 7:O06:m 447 7:184:15 ° ° 301 65 a 0 7:36e:30 N} 3775 a 0 7:•04:4 ]a1 40 0 0 sao , p:m zm .110 ° ° 1pvarnPM lleagwpmrn »t me 0 e PM 184N.g75lRaN 14 MI a p ••P.r 1s6w.gh••w1n w W), o a PHEbra Anaea 0.78 0.e1 eowuu e0ra01 ' PM 1w nernaaea saeau.i3 EeeOwq wa110eaC LT 1n RT LT Ta RT LT 7n RT LT Th RT 7:ODe:m 0 0 0 0 0 a ° 0 0 0 0 0 t1u:1s a 42 5v 2p7 N2 0 0 0 0 0 0 0 7:304:30 0 0 0 0 0 0 0 0 0 ° ° ° 74"4`5- o ° o a ° ° o o a 0 ° ° ° 0 p , sm 0. 0 0 0 0 0 0 5 0 rmu 0 42 w 207 N2 a 0 0 0 PHE 0 5w 135 M 54 0 wrvu� 6DNN1 5ON/q WIVM SgVM AI IMIOW LT 8wtllT LT LT e1Rn to LT In AT TMW LT In RL TaW LT lh AT Tdal LT lw RT Tell cm cis a 4 m 75 7a cab 0 14 0 a 0 a 0 a 0 0 •:u •:ao o n 1e n 74 ep o 137 a 0 0 0 0 0 0 0 , 4:m .s o » n 7o n w 0 iw o 0 0 0 0 0 ° 0 cos s:m 0 a 1e 7• n 00 o 14 0 0 0 0 0 0 0 0 mm 5:15 0 M 24 W n 4 0 181 0 a o ° ° a o a Sts x3o o e1 13 7• 4 113 0 zm 0 0 0 0 0 0 0 0 S30 5:4 a w N » n 121 0 zm 0 a a 0 0 0 0 0 546 em 0 41 13 w n n o 151 0 0 a 0 0 0 0 0 445 HOAR , MS 5:4 ° 94 a m AO •te 0 202 o 0 0 0 0 0 0 ° IN.: 'A8�> 7•p_> 0_>' tl1PCtleryea M 30 E0 'AS PM 1W q rRSa 4Ms:m ,$ 4:1»:15 m7 87 ° 0 4:S 5:2a Soe 712 0 0 740 o 0 500800 24 711 0 0 ' eree.rRRM lbvgl{poM Sa 74 0 ° PM 13461.q IOpada m ••PM 15•lmn.q AnOad� app p0e U a PMF b PM tSmnRe�ral 04 003 cones - 00Na01 PM lsA IbleNatl Sa00wtl Eaeeueq waaCelk LT n Ri LT TT RT LT Ta Rf LT TO RT cm-Sm a 0 0 0 0 0 0 0 a 0 0 0 4:1M:i5 0 0 0 0 0 0 0 0 0 0 0 0 c3a5:m a ap 70 0 a ° 0 0 0 0 ° ° S• w 0 0 0 330 •la 0 0 0 0 0 ° 0 45 Sa°4'ro °� o 0 o a o ° ° o ° TM• 0 MA 70 330 415 0 - 0 0 0 0 0 0 PH � Filename: 30W SHIGH.XLS Location: SR-30 Fury.WE O6 Ramp/Highland Ave. Turning Movement Counts Per CMP Requirements Northbound Sarthbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th ( RT AM Peak Hour 256 20 136 20 0 20 14 822 0 0 1068 16 Peak Hour Faamr 0.81 0.80 0.78 0.81 PM Peak Hour 260 13 123 23 0 26 24 1264 0 0 j 1382 22 ' Peak Hour FQ=r 0.94 ox. ' AgflNIN3 v _> • LT LT EInLeW W..�.e3 Son b LT 1n qT TR.I LT lh IT Tebl LT T qT Tai LT A qT I. T:W 7:1s ]Y z 1e 59 I 0 2 3 3 11s 0 na a 1W . X11. 1 s W 0 zt fl 1 0 3 oe 0 w 0 145 3 148 7:W 745 a. 3 2e 95 . o e +0 4 xas o zw 0 ue + zs7 7:.5 ew U 7 M a x 0 3 s 2 +9e a xW o 2W 3 zW BW e]s W s 78 10 3 0 4 ] 1 105 0 i00 0 M5 a x7t eas e.W 35 x ze e3 7 0 3 10 4 135 a 139 o m 4 ,w 9:W e4s M 1 39 sa 3 0 2 5 z T50 0 152 0 +e7 a to B45 9:W 41 2 11 5. . 0 B 10 3 145 0 He 0 tee 1 1B9 'EKII R 7:15 $15 n7 1B 110 10 1+ 0 1♦ 10 a Ste 0 M 0 8011 13 271 .Matl.. 333—> 25_> ` 37—> r_ en—> o_> n7—> — 1W7—> ' CMP ClbYpws No Pi BY hPwN SE YN EB WB 70680(i 7:1sa:+s m 21 736830 325 n eN 879 7:4"45 Zee 27 s9) ne 1069W Pe 32 545 782 BYmun P.lbvM NPUN 333 32 851 1 W on P.Y 15Mn.q FwruN I•PpM+eM11.SYNA�.[N .12 w 271 PXF b.SC�Iq.e9ei 0.01 W tO Oe0 M 0.73 0.91 Pn4Nw NeNep.q 3wYednO Eii 3 Wwmve IT Th FIT LT Th FIT IT Th NT LT Th aT 71 0) 0 0 0 a a a 0 0 0 o a o 71se:15 m7 to 110 0 0 0 0 o a a gee 13 7] 11W 0 0 0 +e 0 +3 v B.3 0 0 0 0 T."45 0 0 0 0 0 0 0 0 a o o a 6:00a-00 a a a o o a o 0 0 0 0 0 TNSa m7 t6 1t0 111 o t0 +t 840 a a eee 1J PNF 258 zo +]11 0 20 14 an a 0 1w3 le E NIN3 v _> NwtlmoW e°ee9ad E.f WSeeye Ren la LT Th r(T Tqe IT Th AT T.bI LT Th flT Tea IT Th M Tqa �W .:ts 57 . 31 a2 0 0 3 ] M 0 201 0 280 . M4 .:u C]0 s3 3 n ee 3 o e 9 3 To 0 m o 310 3 w 44W .s w 2 23 w x o s 7 e 225 0 n1 o ml s 2011 4'.s SW e2 3 w M 7 0 1 e 2 m o 322 0 348 : 351 sm ses e+ + at u 1 3 s e toe 0 313 o zw 2w 515 5:]0 e0 z ]3 113 s 0 7 12 3 yp 0 311 0 Ma 5 'OS S:W 5:45 41 0 24 as 3 0 2 5 4 TA 0 W4 0 223 7 2]e 5:.5 .:W .7 z w 7 . o e +0 3 210 0 20 a R9 3 131 415 ` ` cis sa m 9 ++e w v o to 12 to nn o 322 o I'm a Sl 1151 4PmN: A—a 11]9—> 1139_> 01Ptt b_a 0—> e_ 13.0—a r_ 140.5—> CW CY.YSm. ra SB PW IW BYNP..di EB WB 406503 372 4 "15 3eJ n 10w 1124 {]6s:b 302 A 11]9 I'm ♦4YS:.5 ]3e 32 "1 twt S W'EWO 312 x in 1110 ran oW L IAVnm PuY Ibv W/' e, P. 11Mn.A FN9.N 3� 32 1177 +180 4•PS.Stsmn.OY]i.i ye tx 352 351 RIF bPW iSmm.l.rv.1 0.0. 0� 12M 140' 0.91 on P.15 . (bpep.q � W�i LT Th FIT IT In FIT IT Th FIT IT Th FIT 4:ODp:W 2M 12 lie 0 0 0 0 00 00 0 4158+5 0 0 0 0 0 0 o a o o n5+ u 4305:011 0 0 0 Is 0 17 22 1135 0 0 0 0 4vssas 0 a o a o 0 0 0 0 0 0 0 SL 03 0 0 0 0 0 0 0 0 a o 0 0 Tmb 2« a ne to o n a nss o o ns0 le FHF 13 p 1 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ARDEN DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: EB 30 FWY DAY: TUESDAY ENTRANCE PROJECT# 0316003P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 0 1 2 2:00 PM 15 PM 30 PM 45 PM , 3 :00 PM 15 PM 30 PM , 45 PM 4 :00 PM 65 10 70 95 240 15 PM 57 16 74 83 230 30 PM 53 17 72 91 233 45 PM 58 16 87 99 260 5:00 PM 66 24 75 86 251 15 PM 61 13 89 113 276 30 PM 44 14 79 121 258 45 PM 51 13 73 78 215 6:00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES 0 455 123 619 766 0 0 0 0 0 0 0 1963 PM Peak Hr Begins at 445 PM PEAK VOLUMES = 0 229 67 330 . 419 0 0 0 0 0 0 0 1045 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: WB 30 FWY DATE: 6/3/98 CITY: SAN EXIT BERNARDINO E-W STREET: HIGHLAND DAY: WEDNESDAY ----------- --------------PROJECTS/-_0316004P_--_ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 0.5 0. 5 0 1 0 0 2 0 0 2 0 2:00 PM 15 PM 30 PM ' 45 PM 3 :00 PM 15 PM 30 PM _ 45 PM 4:00 PM 57 4 31 0 3 4 260 250 4 613 III , 15 PM 56 3 27 3 6 3 270 310 3 681 30 PM 69 2 28 2 5 6 225 201 5 543 45 PM 62 3 30 7 1 2 320 345 6 776 5:00 PM 51 1 31 1 4 8 305 295 4 700 ' 15 PM 50 2 33 5 7 6 305 220 5 633 30 PM 41 0 24 3 2 4 220 228 7 529 45 PM 47 2 30 4 6 3 240 128 3 463 6 :00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 433 17 234 25 0 34 36 2145 0 0 1977 37 4938 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 238 9 116 13 0 16 19 1120 0 0 1151 18 2700 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS 0 VEHICLE AND MANUAL COUNTS N-S STREET: WB 30 FWY DATE: 6/3/98 CITY: SAN EXIT BERNARDINO E-W STREET: HIGHLAND DAY: WEDNESDAY PROJECT' 0316004A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND , NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 0 .5 0.5 0 1 0 0 2 0 0 2 0 6 :00 AM 15 AM 30 AM 45 AM 7:00 AM 39 2 18 1 2 3 115 160 4 344 15 AM 49 1 21 2 1 1 108 145 3 331 , 30 AM 64 3 28 4 6 4 205 256 1 571 45 AM 34 7 23 2 3 2 198 200 3 472 8:00 AM 60 5 38 3 4 1 105 265 6 487 15 AM 35 2 26 7 3 4 135 105 4 321 , 30 AM 36 1 19 3 2 2 150 187 6 406 45 AM 41 2 11 4 6 3 145 188 1 401 9:00 AM 15 AM 30 AM 45 AM 10.00 AM , 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 358 23 184 26 0 27 20 1161 0 0 1506 28 3333 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 207 16 110 11 0 14 8 616 0 0 866 13 1861 ADDITIONS:SIGNALIZED 1 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: VICTORIA DATE: 6/3/98 CITY: SAN 1 E-W STREET: HIGHLAND DAY: WEDNESDAY HERNARDINO ---------------PROJECT# 0316005A ------------------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1 0 1 2 0 1 2 1 6:00 AM 15 AM 30 AM 1 45 AM 7:00 AM 14 19 4 3 21 7 7 28 3 10 69 2 187 15 AM 11 11 7 3 33 14 4 52 2 11 71 14 233 30 AM 21 14 12 10 19 19 7 75 1 7 86 2 273 45 AM 18 10 9 11 30 21 3 79 7 10 131 9 338 8:00 AM 12 11 8 7 31 11 5 66 9 11 87 5 263 15 AM 9 14 7 3 45 10 4 71 10 9 80 2 264 30 AM 10 17 1 2 63 9 4 80 9 3 95 11 304 45 AM 10 18 3 7 40 9 2 68 11 12 118 7 305 9: 00 AM 15 AM 30 AM 45 AM ' 10:00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 105 114 51 46 282 100 36 519 52 73 737 52 2167 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 49 52 25 23 169 51 16 296 35 33 393 27 1169 ADDITIONS:SIGNALIZED 1 1 1 Filename: VICTHIGHXLS Lo bon: Victoria A" Mighland Ave. Tuming Movement Courns Per CMP Requirements Northbound Southbound Eastbound Westbound LT I Th I RT LT Th RT LT Th RT LT I Th RT AM Peak Hour 60 N 40 20 206 1 62 17 317 36 44 521 36 Peak Hour Famr 0.60 0.62 0.93 0.76' PM Peak Hour 39 167 54 42 122 T 27 50 e90 71 46 590 4e Peak Hour Factor 0.62 0.66 0.99 0.93 Pm eaRrar+o I h I1o�0LT 9onOwk EurLT W.LT !ton +e LT A FIT TYY LT ili RT Tml LT 1N pT Tml LT in RT TpY 7m 7:15 14 is . 37 3 21 7 31 7 2e 3 b 10 ao 2 ei 7:15 7:10 11 11 ] n 3 33 1. w • 52 z 5e 11 71 1. Pe ]:a0 745 21 14 lz .) 10 19 1. « ] ]s 1 w 7 b x N 745 e v n n 7 w 21 w 3 79 7 b t0 m 15 1x n 31 49 n1 a IN V 5 1w eos aM 0 1. 7 w 3 45 10 5e . 71 10 a5 9 w 2 91 am es +o n 1 ze 2 w a 74 • Be o » 0 5s n 10P es aw 10 +e 3 r 7 b P sa x b n e1 a Is 7 37 P ,TOUR 7:.5 e:.e •P 52 25 .] n IN 51 ]. +s zae 35 as n No v IN 243 N7 w_> n]—> e— 344—> 10—> C1.1P Ck4Yeaa ne 58 EB PW Nev BIMpwN 7:mem 1w 191 zee 422 7:1"W5 1« zw 310 4« 7:3M1e'.b 45 217 W7 439 7:o6 w 46 +N W N1 49 ,243 aaa4:w 120 237 337 ..a M.vmrnPN l41q 41pwei tw 243 N] .3) Pe.k t SAMn.q.{pwrli 47 74 W IN 4'PW I5 q Iapwa lb tae 3m aw F71FbumrypwU Ow 0.82 M ale Pak Nag 1baYVM SdYedM E.fOOVtl WaaOtggY LT Tn RT LT Tn RT LT A RT LT )0 IR Im.a'.m k N az 0 0 0 0 0 0 0 0 0 71"15 o a 0 0 0 a 0 0 0 0 0 0 73 W a 0 0 0 0 0 0 0 0 o a 0 74sa:.5 0 0 0 w 1b 51 1e 29e 35 33 393 n e:m9m o a 0 0 0 0 0 0 0 o a 0 T W « 54 a2 m In 51 16 2b 35 3a m 27 RIF w w .p 23 Me ax 17 317 N « 5 + w Evwaxs y _> _ LT 9ae0oal FJelLT LT non m Lr Tn Rr rmi LT Tn Rr TRW LT m Rr tar LT th Rr T4a .w cts a xt a 111 11 11 a m 17 171 13 2w x w ) n 4:15 aw s 32 11 « 12 12 a w 0 Im 24 IN 7 n a as .:w .:« 10 4b am N a to w to r le n 204 u m 10 IS, IT 12 204 la In 14 +b sw 5:1s 0 w 14 b a 17 7 32 21 tw . 187 9 le+ 11 1n 5:15 sw 7 1a n a a w s « 21 1w +0 t.1 n 1N la +u sw s« ] 1+ v b to ss « 7 tb It 1n a «+ w 1b 8 545 em a Is 12 N 10 28 e 44 +. tat a In 11 1A 7 147 PEAR 10uwt 4'.30 sw a4 123 « es 42 b 2e « 74 Or « 204 43 Sag 45 171 O PpaY[ na—a 157—> .— 716—> 4v ]5a L .— N+—> F 174�, t_ F a27—a O.O+CaYaYean M 50 ES yA PW 1b/B77VPPaa 40O5:00 IN 142 b) 475 4:1515.15 212 143 701 573 43 M 2w 1.7 7b e17 44 45 171 IN 7b y7 5:00e:00 159 +b N e]+ POOL Pw lWgl{paU 212 1 em b] P.k 15Mn.q/4aa4a b .e 215 m 4•Pak tSmn.gµpwdr 2w 192 ale e« PNF 1>Pak lS.nn anarvY 0.w 0b 0.N ON Pak I5M1Ya 14vapugp By14 gk fiO w WYlpwia LT Tw Ri LT Tn RT LT m RT LT Th Rf 4.00aw 0 0 0 0 0 0 55 eel m o 0 0 4:1"15 32 1b « a 0 0 0 a 0 0 0 0 4:15 5:w o 0 0 a 0 0 0 0 0 0 o a 4.4ss:45 0 0 0 0 0 0 0 o a b 549 « 5, 0 :w o 0 a n 107 24 o a o a a 0 TaWa 77 lb « 37 107 N m eel m Q Na 45 PF Filename: VICTPACIXLS Location: Victoria AveJPaeific St. Turning Movement Counts Per CMP Requirements Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th RT AMPeak Hour 96 290 38 87 222 47 36 262 193 37 125 66 Peak Hour Factor 0.95 0.94 0.82 0.91 PM Peak Hour 85 208 40 75 309 d0 ]0 115 107 22 179 ]t Peak Hour Facu r 0.91 0.90 0.88 0.91 MoRnlrq Nd118�VM So " f..lepM We.IbM I. to LT 1A RT Td.l LT 1T RT Td.l LT ip RT Td.l LT ID RT Total ):aa 7:45 14 .y T B. B lB 10 w ] 2e 21 55 1 17 9 ]a Ins 7:w n 37 a 62 18 w B n 5 32 a a 7 29 10 .e 7 W 745 t3 52 9 71 14 a 13 70 e a N 83 5 2. a 37 745 es e6::w 0 a B 9 17 51 13 el 3B .3 Be 5 31 s..B ew 15 e 3 1 1 10 89 a B e o v s a 71 a t 1e m B s1 .0 IN a a 11 57 e:w 845 2. M B N ID 57 ) e2 7 79 37 m e a 15 b $15 9aa m 72 11 103 a 13 12 m 5 w 2e n e a 3 a PEM Mat1R ):45 a:.5 a] 26) N IN 62 m8 w 6p w 210 1% In N 114 N 57 .. oll: ._ 103.a el"tol W7 a1—>. — 332 CMP Lddweam NB BB ED N9 PW IIdO e1 MPMOt ]:W w 291 7:1SB:15 ]25 0 W't tea 00 7w W )N 3a 365 tB) ):111'.18 391 ]N BaPB:00 .0T Ja Q6 201 ]Oe 200 M.vmm PM IW Oy I.IwM Ito 3N e)5 v.M:ts41..Br.6ctarn IN ep 2m a r vRP P. 0Y 424 or"lote"m..a 9s o.w ' v.a cad. ..dned.M sdeed.e E..tLTMn w. T LT 10 RT LT 10 R) LT Ta RT LT iA RT 7:oae-w a o 0 0 0 a 0 0 a o 0 0 )alias o a o 0 o a 0 o a o 0 0 7:wa'.w 0 a a o 0 0 0 0 0 a 0 0 B e2 20e w n 0 1 ao 0 219 Im @mom el 0 0 0 0 0 0 Toth. 01 27e N a2 201 w b 210 I5o N 11. e0 rNV w ae N e7 17 N tw 37 1 ee E9FMrA v _a F lustre..» 90 LT Entewne W..1CdM Bcm to LT llr Ri ToIY LT TI Ri Td.l LT 1n RT Ted LT T11 RT Tow 4b 115 13 m 5 a 13 3e e w e 11 2e b 7 m • a C13 4w 11 3) D w ID w 7 e7 a 1) 21 w 1'.b 1:15 16 45 11 73 10 32 1 7 7 N a S] B O 3 9 415 5a0 m 52 11 43 21 11 13 t0a . 1e 1P .1 2 Iz n s7 sao 5:15 a so 7 7P 17 p 10 ve 6 m 2B e3 e 42 a SB s:1s 5:w n w . m w 72 v N 7 24 28 s1 1 w 2 45 sb 5'..3 13 .T s e3 le 0. 1t B1 7 2e a Se 6 13 a 31 5:15 e:m 19 42 a a9 17 as 7 92 1 a 17 w 3 m 3 w PRAR HOUR 10 S:IS )2 1W a 13 ee 276 .3 tae 2e 97 WE 0] m 131 29 w YPwd[ m—, m—a 216—a 0—a bcv1: c- 2w—a .— ]BB—a f— b102 MP C� ' PMRIWB)N OB fB All 4m..m gas 21W 1:133:15 iM IN 4w3:w ]m02 NS 201 201 41}5'.45 m m 300 21e 210 5:aoa.m 7775 3 zv no a1 195 ' M.md.n 0.tllevyRfPwN 302 390 221 210 P.Y 15Mn.b)µpwdt B] toe Q] 51 1•P.Y 15mm.0y I(pgCt 3]2 RIFb Ppk lSmnlYwvY 091 Opp m m O.As Dal P. ISMtY. lbtpM.>1 Bdepyb Eii� W..Ih.1tl LT tlt RT LT in RT LT n RT LT 777 Rf 1:WS:W 0 0 0 0 a 0 0 0 a o 4I"As 0 0 0 a 0 0 0 0 0 0 0 0 0 0 4.3o1:w n 145 w 0 0 o a a o m 102 2e f4"45 a 0 0 e0 2)9 U a 0 0 0 0 a so0a:a0 0 0 0 0 0 0 r 101 w 0 a o T91M1 n fro w ee na 13 2e 101 a m In 28 PMF b 5 107 170 31 SOUTHLAND CAR COUNTERS N VEHICLE AND MANUAL COUNTS B N-S STREET: VICTORIA DATE: 6/3/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: WEDNESDAY -PROJECTJ/- 0316005P ----------------------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 1 1 1 0 1 2 0 1 2 1 2 :00 PM 15 PM 30 PM 45 PM 3 :00 PM 15 PM 30 PM 45 PM 4:00 PM 6 21 9 11 11 9 17 171 15 2 64 7 343 15 PM 5 32 11 12 12 6 9 163 24 7 79 9 369 30 PM 10 46 9 16 21 9 14 171 19 . 13 131 10 469 45 PM 8 28 10 9 18 8 15 177 12 10 129 14 438 5:00 PM 9 30 14 8 17 7 24 159 4 9 151 11 443 1 15 PM 7 18 11 9 30 5 21 160 10 11 128 , 10 420 30 PM 7 11 18 10 32 6 7 165 11 13 141 10 431 45 PM 6 16 12 10 28 6 14 151 8 11 129 7 398 6:00 PM 15 PM 1 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 58 202 94 85 169 56 121 1317 103 76 952 78 3311 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 34 122 44 42 86 29 74 667 45 43 539 45 1770 1 ADDITIONS:SIGNALIZED 1 1 1 1 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS 4-S STREET: VICTORIA DATE: 6/25/98 CITY: SAN E-W STREET: PACIFIC DAY: THURSDAY BERNARDINO PROJECT# 0371001P ' NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NI, NT NR SL ST SR EL ET ER WL WT WR TOTAL -LANES: --1I 1 — 0 ---1 ---1---0----0 1 1 0 1 0 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 13 29 5 13 38 8 8 14 28 7 29 4 196 15 PM 14 37 9 10 50 7 6 17 24 4 33 7 218 30 PM 18 43 14 18 52 4 7 24 22 6 47 5 260 45 PM 20 52 11 21 74 13 4 18 19 2 42 13 289 ' 5:00 PM 22 50 7 17 69 10 8 29 26 8 34 8 288 15 PM 17 44 4 14 72 9 7 24 28 4 39 2 264 30 PM 13 47 5 16 64 11 7 26 23 9 43 6 270 45 PM 19 42 8 17 68 7 4 22 17 3 32 5 244 6:00 PM 15 PM 30 PM 45 PM TOTAL ===---NL --NT --NR SL ST SR EL ET ER WL WT WR -=TOTAL VOLUMES = 136 344 63 126 487 69 51 174 187 43 299 50 2029 PM Peak Hr Begins at 445 PM PEAK VOLUMES = 72 193 27 68 279 43 26 97 96 23 158 29 1111 ADDITIONS:SIGNALIZED i SOUTHLAND CAR COUNTERS , VEHICLE AND MANUAL COUNTS 9-S STREET: VICTORIA DATE: 6/25/98 CITY: SAN BERNARDINO E-W STREET: PACIFIC DAY: THURSDAY PROJECT# 0371001A ------------------- - ------ -------- --------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND O NL NT NR SL ST SR EL ET ER WL WT WR TOTAL Na LANES: 1 1 0 1 1 0 0 1 1 0 1 0 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 14 43 7 9 39 10 3 28 24 4 17 9 207 15 AM 17 37 8 18 50 9 5 32 32 7 29 10 254 30 AM 13 52 6 14 43 13 6 43 34 5 24 8 261 45 AM 22 63 9 17 51 13 4 39 43 5 31 13 310 8:00 AM 22 69 7 25 49 8 10 47 39 12 27 15 330 15 AM 25 71 10 22 51 16 9 51 40 8 32 17 352 30 AM 24 64 8 18 57 7 7 79 37 9 24 15 349 45 AM 20 72 11 14 43 12 5 44 28 6 22 13 290 9:00 AM 15 AM 30 AM 45 AM 10:00 AM Q 15 AM 30 AM 45 AM ---------------------- ------------------ -----_-- TOTAL NI, NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 157 471 66 137 383 88 49 363 277 56 206 100 2353 AM Peak Hr Begins at 745 AM PEAR O VOLUMES = 93 267 34 82 208 44 30 216 159 34 114 60 1341 ADDITIONS:SIGNALIZED a B i �6-3e—'998 3:72PM =ROM JOHN EGAN ASSOCIAT=S 709 g85 2676 _47 HIGHLAND c,aue s uai:nl'teo N/3: VICTORIA AVBN➢b 25424 JACLYN 1729➢B Site ;ode :173e1i' MISER:BASK LINE XORBNO VALLBP, CA 92551 909.247.6716 Me Date: :5!06!iE THBR; PARTLY SUNNY Pile I.D. EIViB_PX TOTAL VOL➢XB Page i VICTORIA AVBNIIB BASS LIMB ._.......... . ••.... VICTORIA AVRN➢R IbASB LINd •..•.- --�-..••/ --, �..'.:;- Southbound 1Xeatbouad INOrtbbound �dastbouad I • teak Hour6Ana1 sis B !Rnure Intersection for the Period .6:00 to 18900 0 Let Thru 2ich[ ! ?eta: Left Thru Ti h[ Left ,hrs Right Left Tbru light ._ .. ...................................................... Peak start 16:45 P 0 05/06598 16:45 16:45 1645 I Volume 94 205 84 66 265 96 73 274 99 lOS 352 85 Percent 253 548 228 168 62t 23t 16: 62t 22t 19t 6St 16t Pk total 373 424 445 Highest . 17:00 16:45 542 Volume 27 54 22 10 82 17;15 :7:00 Bi 00:11 103 22 25 99 34 29 106 19 PAP .93 193 170 I IS3 .89 VICTORIA AVENUE 0 84 205 94 105 • ? /u a ¢ 274 .g -- 0 ------84 205 ----94 475 3 3 ` 383 o SASE LINE 858 96 96 0 a 73 10-7 TOTAL VOLUME 262 419 a _84 424 262 ` 262 M 105 g Y - 105 / 961 968 j 66 ■ L 66 352 CL/ 352 542 Intersection Total 1,794 544 352 85 98 85 801 BASE LINE r--- r— 445 — 1 0 205 73 • 274 9 0 85 ------ ---•- ' 356 73 274 9 0 ' VICTORIA AVENUE JUN-30-1998 16:00 909 889 0676 99% P.02 100Z bed 9t•HNvs Zooz99c$ CT:GT 96izoit0 W NH 2000886 woaq wd60:C0 86—Z0—inr PaA1030H 6-30-1998 3:53PM FROM JOHN EaAN ASSOCIATES 929 883 2878 v. 3 x ue tliu"AM➢ 2S424 JACLYN AVRMDd Site Code : 00736327 I': VTCTDAil lPdi708 NORENO VALLEY, CA 52951 Start Date: 05/07198 a rIN! BASE LIMB 905-241.6716 file I.D. RITI3LAX {ATBdp: PARTLY CLODDY 2 TOTAL VOLDMI Page ................................................................. ............................i.�.............._.. i.. �_ _ _ YlCTORlA AVEBOB IBASI LIMB VICTORIA AVBNOS IEASB LIN3 1 • / Southbound eestbound Northbound �' �� .8astbauad Left Thru Right I Left Thru Right I Left Thtu Right I Left Thru Right I Toni :e 05107/94 ..................................................................................... . -at Hour Analysis ey Batire Intersection for the Period: 07:00 to 09:00 on 05J07J99 ak start 01:15 0115 07:15 07:15 p 11121 99 269 77 )7 297 87 3S 179 31 61 189 3; I ■LL rcent I21 601 171 17t 648 198 148 73t 331 22t 678 124 total 445 461 246 283 obest D7:45 07:30 07:30 07:30 p !use 35 89 24 18 98 31 1 13 SB 7 11 10 B total 148 141 76 95 P .75 1 .78 .79 _74 VICTORIA AVENUE 0 77 • 269 99 61 D 64, 179 87 - - ------ ------ 0 - 77 269 99 327 0 0 8 t--- 445 D kSE LINE — 772 87 87 35 TOTAL VOLUME ( 57 297 409 297 461 297 61 61 77 Q 692 781 L ' 77 u 189 z10 189 283 Intersection Total 1,435 320 18 33 I 32 33 J BASE LINE r--- 625 --� r— 246 --- 0 269 35 179 3 • 0 33 379 35 179 32 0 VICTORIA AVENUE J -SUN-30-1998 16:00 909 889 0676 98% P.03 Z00 ' 9N9 'F'S Z abed ZOOZ99cm 47:SI 961EO/LO B� >{r>la Z00Z98E woj3 wdpe:eo 86-Z0-Inr panlaaaa� SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PATTON DATE: 6/2/98 CITY: SAN HOSPITAL BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY -PROJECT# 0316006A ----------------------------- —---------- ---------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 2 0 1 2 p ------------------------------------------ _____________________________________ 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 15 0 4 3 1 12 18 34 5 0 83 15 190 15 AM 10 0 3 2 0 10 25 67 8 1 84 18 228 30 AM 6 0 4 0 0 1 30 70 12 0 - 85 21 229 45 AM 3 0 3 8 0 10 79 104 12 1 110 50 380 8:00 AM 20 0 4 6 1 12 25 97 7 2 101 26 301 15 AM 6 0 1 7 0 2 17 58 8 0 95 8 202 30 AM 1 0 2 5 0 11 11 84 8 4 105 9 240 45 AM 1 0 1 5 0 8 5 101 3 2 121 8 255 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM TOTAL NI, NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 62 0 22 36 2 66 210 615 63 10 784 155 2025 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 39 0 14 16 1 33 159 338 39 4 380 115 1138 ADDITIONS:SIGNALIZED Filename: PATTHIGH.XLS Lom,bon: Patton Seam Hospita Mi9hland Ave. Turning Movemerd County Par CMP Requirement Hw6tbound Southbound Easthound Westbound LT Th RT LT Th I RT LT Th RT LT Th RT AM Peak Hour 71 0 25 32 1 43 231 1 492 57 9 1 516 117 Peak Hour Factor 0.55 0.62 0.69 0.79 PM Peak Hour 67 3 42 133 1 1 225 1 46 716 1 60 6 1 672 1 13 Peak Hour Factor 0.71 0.76 0.96 0.97 WRI v a v rba4u{q Saeto.d E..meue W.veuM M1om 1. LT 11, RT I .l LT 11, RT I. LT Tn RT 1. IT )0 RT I. Tm Tts U 0 . la 3 + 12 t0 le ]a S 57 0 0 15 w 7:15 7'm 10 0 ] t] 2 0 10 12 M m a 100 t So D tm am 745 e o • 10 0 0 1 1 w 70 R 1II 0 es 21 toe ews em ] 0 ] e s o 10 1s 79 10• a +n 1 no so +m a:m 11115 m o . z. a + 2 19 2s 97 7 129 2 to+ M tM ans rm a 0 1 7 7 o x 9 +7 a e u a os a to e.m e:•s + a x ] s o n +e ++ w e +m . 1os o ne 11.45 9m 1 0 1 2 5 0 e u s 101 3 IN z 21 s 81 PENl110UR 7:15 a:15 m 0 14 24 15 1 33 19 159 ].L 39 195 . ]W +IS 1111 alwwdl. SJ-a 50-a .- !]e-a - •e-a CMP C.IOYbam 110 SO Ell We P.Y tbv 87 M9r9.t1 7 W 00 w 47 454 bt 7:1"15 53 So 530 499 7soSM a a 519 498 7:.30:16 62 510 511 Ilmom w Wemm Pwhteo s7NAmt� 53 112 sM an e.9a 1NAn.e7NpwN 24 19 19! 101 ••P.M t6mm.yl{pwM 9a 7a 700 aa. Fns b...m Nwmtl 065 O.So 0 S on P..9 1W Mm4ab saaewn5 Ea®euq W..p..e LT m RT LT 1n RT LT no RT LT In RT 7v w o 0 0 0 0 0 0 0 0 0 0 0 7:+x:16 39 0 14 0 0 0 lso ]w w 0 0 0 7:sas:m a 0 0 0 0 0 0 0 a 0 0 a 7452.0 0 0 0 M 1 35 0 0 0 7 411 0 amo:m a 0 0 0 0 0 0 0 0 0 0 a I N ]9 0 14 xs 1 35 Ise ]M y 7 41+ W MF )1 0 25 E 1 .J 1 •p2 !] 9 5111 lq EtAIDOW 1MMnFN 4WMU.M E.. YV.epw.1 son to LT n Rf Two LT TO RT TWI LT n R{ Toll LT Th R7 Tom Cm 4 1 la 1 11 ]0 II 0 Ja m 15 L){ 17 Aq 5 ep J 7• is .:m m 1 n n 31 0 •e n 1. lu a 1a ] w 10 1m .-m .s IS o . M 32 1 n w �a lw 11 1w . 1n a 151 w5 S:m 7 0 . 11 tp 0 A 52 5 1w I2 M1 1 fM 3 1w s:m sos 9 0 + f0 19 o a .1 . u2 s 1111 1 7, 1 m 5:5 s:]0 7 0 2 9 11 0 2v .a 9 fat s +a 1 137 5 111+ s.]0 s:a+ J 0 + • It 0 14 25 7 174 a 187 ] 167 2 to !.•a am e a 1 e 3 0 at w +0 1.11 11 1" 1 10 T w PEN,t10UR 4:15 515 53 + m w 101 1 IN m 33 NO •e 2w 9 Me 20 in Not,1. 74-> M2-> .- 745 a.mrt: 54-. se 767 LIAP SB EB P.N Co.COt,0,App t8 BY .U■ 40G5:0 W 2111 790 NO {]Seas 74 ffi 70 We �sos:m So m n ♦ m Sinew A.5 8:10 m tw 7w aw IN 111 an Lwemm P.Y tta.a7hvwrn W 2111 IN an P•aL 15La+.er Notoo. 0 0 205 to 4-P.0 11mn.Ol9NS.N 132 ]w 1124 aW Rf bPat limn nrvY a)1 07e ON on P.N 15Mr4. 1Mllo.n So-tl4w.le E.eEUM Wmbana IT Tn RT IT n RT LT A qT LT n RT 4O 00 at 2 30 IN _1 In u we w 0 0 0 .:1x:15 0 0 0 0 0 0 o a 0 0 0 0 .:J 30 0 0 0 0 0 0 0 0 0 o a 0 •:•55:.5 0 0 0 0 0 0 0 0 0 0 0 0 GO 0 0 0 0 0 0 0 0 0 9 ew 13 Ttbl. 112 Z m IN 1 170 M ew w 6 1151 13 7 . 1 1 Filename: CENTHIGHALS Loradon Central AveMighland Ave. Turning Movement Counts Per CMP Requiroments =0.88 #DrV/O!!uthbound Eastbound Westbound Th RT LT Th RT LT Th RT AgHourFactWor pWtp pp1pW 0 424 26 5 623 0 Pea #DN/0! 0.61 0.76 PM pfiRA platpp 0 PeapDN/0! `NG LT T LTLT Th RT LaY LT ID qT Tml LT 1T RT im1 iaal 7:1 7.15 14 a 7 m 0 0 0 0 0 w 9 43 75 7:15 730 10 0 a 2. 0 0 0 0 0 N 10 74 N 7:30 745 1s 0 s 1 0 0 0 0 0 42 1317 m 7 em 1e 0 R o ° 0 0 m s 1w] 24 0 0 0 0 0 11 3 10$ 00 Is e:1 10 0 3 u 0 0 0 0 0 se 3 e1 m 830 545 13 0 3 10 0 0 0 0 0 U a W 13 8:45 9 D n o 4 u o 0 0 0 a lw 9 113 3 uD 0 PE KUq 745 445 m 0 t0 26 0 0 0 0 0 344 19 113 4 473 0 1 57 3m—> ear. 0—> h a—> _ 4n a5P � SB ED P-0 6,A wu15 w 70051 7:15-013 - ° 295 417 7:3x3:30 51 0 353 450 74s54s 70 ° 342 437 B Ox9m 70 p lm 477 033 tli wvmm PM Nw ey Mews Pu I3 n.9 M ch ° 053 m 4•P I5 ,3741 . IN ° 113 IS? PNFboN NA�a 0 Us 0 D DONA! 091 0.15 P.0 NdR NMOOuRVI SaYT En LT LT 1T RT LT 7'.0x31 0 0 0 LO 0 RT LO 0 0 LT 10 RT n1se.15 0 0 0 os 0 0 0 0 0 0 0 0 0 0 0 7302.1 0 0 0 �. 7sa:4s o 0 ° 0 0 0 ° .n 0 30x300 0 0 0 0 0 0 0 US m 0 0 a TREYS N 0 A 0 0 0 0 345 a . 4n 0 PHF 75 0 MNNI DONNA D 474 23 3 4a 0 WFNING v _a ` LT LT ER.ILT Sem to LT Tq R7 TaIY LT lA RT Trial LT lw R! TmY w LET Y TIC RT Tml 4.1 415 D 0 2 11 0 0 0 0 ° 132 15 A] 1 53 0 3e .15 4:30 13 0 4 20 0 0 0 0 0 In 4:30 4V5 3 0 J D 0 0 0 0 0 tp1 4 RS 3 14s 0 1H 4.5 3'.m 14 0 I 15 0 0 0 ° 0 10] 13 207 3 iM a 1.7 5'1 5:13 10 0 5 13 0 0 0 0 a 1W 3 iTl 1 155 0 100 i15 S:30 1 0 2 D 0 0 0 0 0 tU 15 as 2 133 0 lay Sb Sa II' 0 S 1] ° ° 0 0 0 1]3 12 13] 3 11 0 lee 5:45 eW i t 0 4 15 0 0 0 0 0 13° 14 1D. 0 154 O tas 4 I45 N01111.s S5110 .3 0 14 10 0 0 0 0 0 n3 43 11]] 12 al 57 ` 0 14p 0—> 37_> 739_> We_> cYV C.lerSU. he s3 P.O eY/{pOyT ED WB c0o51 .'.15515 1 ° Da 451 0x51 W ° ]m 5N 4:4»45 57 0 7x Ma S.me:1 Se U 770 337 n w I SYYmm Pus N O,hwwN Do 1 0 ea s841 PW 3 ,br l4Peatl� 4 20•P.15 '.bl l4poayi SS ° 207 142 PNF bPUk limn UwW 0.75 Wna 323 410 ON OM Pnh lseaw NvtlNatl Saaewtl Emmeaq wumwd 40031 LT 0 0 LO 0 0 LT Th RT LT Th Ri 41165:15 b 0 14 0 ° ° n° m 0 0 0 :b 30 0 0 0 0 0 0 0 0 0 0 146545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a m] 0 14 0 0 0 RIF b 0 H et 0 19 0 ]1'3 50 a 4n 0 a4! SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PATTON DATE: 6/2/98 CITY: SAN HOSPITAL BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY Q PROJECT# 0316006P 8 ---------------------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 2 0 1 2 0 2:00 PM 15 PM 30 PM 45 PM 3 :00 PM 15 PM 30 PM 45 PM 4 :00 PM 18 1 11 22 0 38 15 174 17 5 66 3 370 15 PM 21 1 11 31 0 48 14 162 18 3 89 10 408 30 PM 16 0 4 32 1 57 10 168 11 4 141 6 450 45 PM 7 0 4 19 0 33 5 184 12 1 155 3 423 5:OO .PM 9 0 1 19 0 22 4 152 5 1 171 1 385 15 PM 7 0 2 11 0 29 9 182 5 1 157 3 406 30 PM 3 0 1 11 0 14 7 174 6 3 167 2 388 45 PM 5 0 1 3 0 81 10 146 11 1 159 7 424 6:00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 86 2 35 148 1 322 74 1342 85 19 1105 35 3254 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 53 1 20 101 1 160 33 666 46 9 556 20 1666 ADDITIONS:SIGNALIZED e SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS IN-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN E-W STREET: HIGHLAND . DAY: TUESDAY BERNARDINO -------PROJECT# 0316007P ------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND fNL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 2 0 0 2 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM ' 30 PM 45 PM 4 :00 PM 9 2 192 15 1 65 284 15 PM 16 4 193 11 4 86 314 30 PM 6 3 191 14 3 145 362 45 PM 14 2 197 10 3 144 370 5:00 PM 10 5 169 8 1 168 361 15 PM 7 2 184 15 2 153 363 30 PM 12 5 175 12 6 160 370 45 PM 11 4 180 14 0 156 365 6:00 PM 15 PM 30 PM 45 PM ---------------------—-- -------------- _ TOTAL NT SL ST SR EL ET ER WL WT WR TOTAL VOLUMES 85 27= 85 0 27 0 0 0 0 1481 99 20 1077 0 2789 ' PM Peak Hr Begins at 445 PM PEAK VOLUMES = 43 0 14 0 0 0 0 725 45 12 625 0 1464 ADDITIONS:1-WAY STOP NORTHBOUND f f l SOUTHLAND CAR COUNTERS j VEHICLE AND MANUAL COUNTS N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN E-W STREET: HIGHLAND DAY: TUESDAY BERNARDINO ------ --PROJECT# 0316007A ------------------------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT Wk TOTAL LANES: 0 1 0 2 0 0 2 6:00 AM -------------- 15 AM 30 AM 45 AM 7:00 AM 14 7 36 9 1 74 141 15 AM 16 8 64 10 3 81 182 30 AM 15 5 62 6 2 99 189 45 AM 16 6 103 5 1 156 287 8:00 AM 19 7 100 5 1 107 239 15 AM 10 3 58 3 1 95 170 30 AM 13 3 83 6 1 115 221 45 AM 11 4 104 9 3 128 259 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 114 0 43 0 0 0 0 610 53 13 855 0 1688 AM Peak Hr Begins at 745 AM d PEAK VOLUMES = 58 0 19 0 0 0 0 344 19 4 473 0 917 ADDITIONS:1-WAY STOP NORTHBOUND SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN E-W STREET: PACIFIC DAY: TUESDAY BERNARDINO PROJECT# 0316008A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 1 0 1 1 0 6:00 AM ---------- 15 AM 30 AM 45 AM 7:00 AM 2 1 3 10 0 0 10 21 2 3 14 9 75 15 AM 4 4 7 10 2 1 14 19 1 6 21 3 92 ' 30 AM 7 3 14 1 8 1 3 30 2 9 32 16 126 45 AM 16 3 9 4 1 1 6 31 4 4 16 13 108 8:00 AM 20 6 11 2 2 2 3 18 5 4 20 17 110 15 AM 14 2 2 2 3 2 1 12 3 5 9 10 65 30 AM 12 3 3 7 3 1 3 14 2 7 11 11 77 45 AM 17 2 2 6 2 1 2 9 4 9 12 9 75 9:00 AM 15 AM 30 AM 45 AM 1 10:00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL 1 SR EL ET ER WL WT WR TOTAL VOLUMES = 92 24 51 42 2 21 9 42 154 23 47 135 88 728 ' AM Peak Hr Begins at 715 AM PEAK ' VOLUMES = 47 16 41 17 13 5 26 98 12 23 89 49 436 ADDITIONS: 2-WAY STOP NORTHBOUND/SOUTHBOUND r i Filename: CENTPACIXLS Location: Carnal AvoJPacific St. Turning hbvamerlt Count Per CARP Repuiremalb North nd Sauthbound Ea6dbound Westbound LT Th RT LT Th RT LT Th RT LT 1 Th I RT , AM Peak MMT 79 19 50 33 15 4 3B 116 10 331 126 69 Peak Hour Factor 0.72 0.75 O.B7 0.71 PM Perak Hour 78 13 112 46 13 9 20 142 42 39 1 53 31 Peak Hour Factor 0.69 OAS 0.81 0.91 om _• MORwgG � � cam''°°"° swlm.e E4e5uBq w..rowa hun le LT m AT Tqa LT m AT I. LT m AT 1. LT m AT T.. zm 7M z + 3 s 10 0 o m 10 21 z a 3 u 9 ze 715 zu n]0 . . 7 24 1a x 1 u u +9 1 >. e r ) 30 7e0 1:45 7 ) u x. 1 e t 10 3 m z 35 0 32 to 57 705 epm +e ) 0 20 . 1 e Ju t ] 41 to 13 em s ID 37 z z ] u s 2 . s+s x x z J z 7 1 s 1n 245 z ] J +u 7 1e 9 0 p 2 +s p 7 11 11 e45 00 2 2 21 e 2 9 2 9 +2 9 )0 PIEAR N 715 a'.1s a +e a 37 17 13 5 13 26 a 12 a a w w 57 amaGV 10.—> 35—> 1b—a 6Fr1: 5e 91—• o— •e—• ` ` 14a 1—a —, MP Crk,BY cae sa Ee we p«kI00 BY Nvwtll 7:OOd15 73 ID +4 +b 7:1x.30 1a a in 1a 7:3x:m 107 29 na 1ss 7:4x:4 101 30 400,000 1 a2 n 1 400,000 9. n M 124 78 WaaaP 1bv0Y.y M 107 )B ib 161 Peak 1544,Or l . 37 13 ••P.fkb.l'615Y J.pae� tb ♦1 '� 62 1 6. j)p RIF is MN NAbtlI an 0 75 O.37 0.71 ,. PW lbr rWewrd Sypewlp Fa.ILT VVt4 LT 0 AT LT m of LT m AT LT m RT 7:1":S 0 0 0 a tt J ]] 10+ p 0 0 0 7+x:1s o 0 6 0 0 0 a a 0 a 0 4 7:3x:m 57 +. 3e o 0 0 0 0 0 a o o 10x45 0 0 0 0 0 0 0 0 0 0 a 0 e:00,600 o 0 0 0 0 0 0 0 0 0 0 0 Td 57 1♦ ]e 25 11 ] 33 +01 0 a p b P1W .0 19 19 ep Evwn4o „ _ LT 3aY0ou�e LT Ww LT +mm ro LT m AT Tml LT m AT Tat51 LT m m TOM LT m AT TmJ •m .15 4 2 0 16 10 ] 2 +S 7 p 1 17 1 10 1 12 4:15 445 e e 11 a 9 2 2 13 +2 14 ] ID 2 +1 2 +5 .'JO •»5 10 1 4 D 11 5 t 11 B 21 2 ID • p 1 U 4'.45 SW H • 10 .] p 1 3 13 2 m e L 7 1] 9 ID Sm 5:15 17 ] 21 41 7 1 1 9 7 35 9 51 5 19 5 2p 5:15 e]0 15 2 30 47 12 2 2 1e 3 ID 11 b p 21 ♦ ]. S:m S:b 11 ] )1 S+ 13 2 1 t6 31 e D 10 16 10 Y 5:b B:m ix ] 26 q 11 1 1 +] 2 12 7 v 11 i7 0 31 PEBN HOUR cb S:b ro 12 1m 51 41 e 7 17 LB 11s 34 51 31 71 a M la"♦YL Y—s 71 256—• 1M—• C7�CaWYW1. re as Ep ' Pw 71a.e7 Naa.n wa 40as:m 114 se 41x:15 113 7p 4:30�5:SO 1" 107 e7 44x4 1n _ 161 tae S• +e3 30 &00,45 Go 1ex _ s4 154 iL � WaIAaII 14r by e1PbOi ie2 5e i66 1J0 PM 11 ,y/ptgyl 51 4•Pat 156ve.by,ya,eel 204 es 51 4 30 20 to R1F beat lSen nwvY 0.69 065 e01 0.01 Pak 1S . Ib6ew4tl 6ntIWN E.4 Wt�putl LT m AT LT m AT LT m AT 4 00s 0 0 0 >p 11 B LT m AT 415.5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44"45 o 0 0 0 0 o a 0 0 0 0 0 ♦J•a5:b TO a 1m 0 0 a m 115 a. 0 0 0 s:ox:m 0 0 0 0 0 0 o O a a 7e a Te+ ro 1m u a 1e M 75 a �. Pte` 7s 1112 11 b ++3 1 115 >. + Filename: ORANHIGH.XLS Location: Orange StlHighland Ave. ' Turning Movement Count Per CMP Require w Northbound Southbound Eastbound MThj LT Th RI LT Th RT LT Th RT L7 AM Peak Four 70 121 24 195 156 91 39 304 29 I 4Peak Hour Factor 0.02 0.72 093 t511A Peak Hour Sd 29 45 60 33 40 96 I 642 106 42 1 407 135 Peak Hour Fitter 0.93 017 0.96 0,96 M1gflNING Nal LT Saem♦a E.mT LT- Imm 10 LT In FIT Taal LT T RT idal LT lw RT iy.l LT 1T RT Ta.l 7:W ]:15 IB 3 2 21 a 3 to m ♦ 49 J 40 2 St • 57 715 7q0 13 M 3 32 a 10 15 47 5 37 a ♦s 7 45 1♦ 1111 I 745 11 24 ♦ 39 31 31 21 S3 9 m H 71 is IN 29 151 7t5 a:0] 15 33 5 53 b .3 U 111 11 0♦ 10 115 9 W Jt tb 000 11:15 19 27 S 54 37 a it 7] t• 5] 9 a0 13 71 4 toe Bas e'.b U 5 5 N 17 ♦ ] 2fi B a 5 a2 J 77 to a e'.b e45 11 ] e 2• f0 5 7 a 7 79 > 93 a .7 7 115 6:45 P00 10 • ) 17 H 2 5 to a a0 a 92 4 4t e 93 P631(F1o1m 7:30 6:b 50 1111 a 5♦ 135 101 57 "1 43 a] b W ♦0 351 W 151 .9a.ad1: 170_> 21111_, 310—> a .n'. 230—> 1115—> a. 4407 c ' CMP Ca1pe.Earo NO se ES WB Pnk—ey Iypw41 7.0eem 145 n1 211• 4]O 7,1"is 178 73"M 1m ate 2" ♦79 7'.4"45 170 2a 31B IRS a:0U9:0O 1111 11.55 S4J ♦ybp �. I4.aaun p..kl wfavaam 0)11 4; aP"kA4n.py t,, 5♦ 1111 ]0 4Y •'Pakl. py Pol 2111 W 151 3T p♦ PNFbnal Mama 042 on ON 0.41 P..t NaeCa.tl Solrowtl Eaabwtl WtiOwtl LT 17, RT LT 17, RT LT III qT LT 1w RT 7aoea0 0 0 o a 0 0 0 0 0 0 o a 7:15-11:15 Sa 10o m NO 113 as O 0 0 0 0 0 7'.3oa30 o a a 0 a a 0 0 0 •0 350 a 7:4Sa:45 0 0 0 0 o a 0 0 0 0 0 0 8009:00 0 0 0 0 0 0 3e 2114 a 0 0 0 Tad. se IN m Ia 110 es 311 x11• a 4a bt a fwF 70 121 x. 1a 15B 91 1. 3a x11 ♦a 434 1 I EVENING v Na11'mad SaaewFtl E.ddud> W♦elone eem to LT A RT Tad LT lT R1 Taal LT 111 M Tad LT A RT Tolal 100 ♦:15 tx ♦ 3 19 1] ♦ It Ia t5 1•a 31 1L5 a ID1 11 tt9 .:u 4m 1] e s x• 15 3 9 n 1• I70 a 013 a 7,9 +s 140 •'30 •:•5 10 7 e 32 a e 12 •0 a mt a 211 11 121 a 5-m 4:45 5:00 17 4 5 20 Is 5 e 31 29 152 a m0 9 117 2A tsr 500 5as to a 1 33 r 1. 1 3e z9 147 3a tae a 121 37 IN ass 130 n 7 p a N 5 0 ]O 21 113 211 1N 0 112 ]t 5-N 530 5:45 t] a 12 31 10 e 7 m a u2 a 1117 10 7,9 » 1a s:♦s a:as t♦ s Io 32 17 S 11 33 20 10 2• ta7 14 tU ]] 110 1 430 CUF ` ♦'.m S:b m 24 31 >J 75 p Js ♦0 a Sal 107 211 b =I 1111 is dNN1 Iu—> 131_> aa1—> 576—> �� 241� a_ 172—> � rot� � s7s—> c4IP c.k.reaa IN awltaeyfava.a 5B ES v Sve •0O5OO 4'.15-5:15 jy 1A 7Y 573 ♦365.30 1311 1b III em - 4:45¢♦s In 139 w1 a3I r00e:aa In 130 n♦ 1129 ' Maaman PN)t 14oa Or AattimlU to 139 a10 1311 Pak 1!447,,0,q .m 33 4•P*M I5 ,as 1111211 132 1110 211 1" 1144 MW MFb P.W lSmnq.wY a.0) 0117 Oa 0 P.1s.Aa.. NaaGa„a SaJMpaN Ea.suN W.y9yd LT 17, Fri LT Tn RT LT In RT LT A RT 40osoo 0 0 0 0 0 0 0 0 0 0 0 0 c0ss:15 0 0 0 0 0 0 02 ale in o o a 4'.06590 0 0 0 75 a 35 a 0 0 0 0 0 4'.455.45 0 a a 0 0 0 0 0 0 0 o a e.ro4:90 a, a 42 a 0 a o 0 0 40 4a 1x9 TaN N a 42 1s A b BS 11111 102 472 07 in♦110 129 Rlf M 45 b 3) a 114 a SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: CENTRAL DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: PACIFIC DAY: TUESDAY PROJECTA' 0316008P ----------------------------------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 1 0 1 1 0 2:00 PM 15 PM - 30 PM 45 PM 3 :00 PM 15 PM 30 PM 45 PM 4 :00 PM 4 . 2 9 10 3 2 7 9 1 1 10 1 59 15 PM 6 6 11 9 2 2 12 14 3 2 11 2 80 30 PM 18 1 14 11 5 1 6 21 2 4 9 1 93 45 PM 21 4 18 9 1 3 2 30 6 7 13 9 123 5:00 PM 17 3 21 7 1 1 7 35 9 5 19 5 130 15 PM 15 2 30 12 2 2 3 29 11 9 21 4 140 30 PM 17 3 31 13 2 1 4 21 8 10 18 10 138 45 PM 12 3 28 11 1 1 2 18 7 11 17 9 120 6:00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 110 24 162 82 17 13 43 177 47 49 118 41 883 PM Peak Hr Begins at 445 PM PEAK VOLUMES = 70 12 100 41 6 7 16 115 34 31 71 28 531 ADDITIONS:2-WAY STOP NORTHBOUND/SOUTHBOUND SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ORANGE DATE: 6/2/98 CITY: SAN E-W STREET: HIGHLAND BERNARDINO DAY: TUESDAY -PROJECT# 0316009P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES• 1 1 0 1 1 0 1 2 0 1 2 p 2:00 PM 15 PM 30 PM 45 PM 3 :00 PM 15 PM 30 PM 45 PM - 4:00 PM 12 4 3 13 4 11 15 149 21 5 101 13 351 15 PM 13 6 5 15 3 9 14 156 23 6 119 15 384 30 PM 19 7 6 22 6 12 23 161 27 11 127 22 443 45 PM 17 4 5 18 5 8 26 152 22 9 117 28 411 5:00 PM 16 6 11 21 10 7 29 147 30 8 121 37 443 15 PM 11 7 9 14 8 8 21 135 28 8 112 31 392 30 PM 13 6 12 16 6 7 23 142 22 10 119 29 405 45 PM 14 8 10 17 5 11 20 153 24 14 114 32 422 6:00 PM I 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 115 48 61 136 47 73 171 1195 197 71 930 207 325.1 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 63 24 31 75 29 35 99 595 107 36 477 118 1689 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: ORANGE DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY ---------PROJECT# 0316009A ------------------------------ ----------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 1 0 1 2 0 1 2 0 ----------- ---------- 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 16 3 2 9 3 18 4 49 7 2 51 4 168 15 AM 13 16 3 22 10 15 5 37 6 7 65 14 213 30 AM 11 24 4 31 31 21 9 48 14 16 -106 29 344 , 45 AM 15 33 5 50 43 18 11 64 10 8 97 31 385 8:00 AM 19 27 8 37 29 11 14 57 9 13 71 22 317 15 AM 14 5 5 17 4 7 9 68 5 3 77 16 230 30 AM 11 7 6 10 5 7 7 79 7 6 82 7 234 45 AM 10 4 3 11 2 5 6 80 6 4 81 8 220 9:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30. AM 45 AM TOTAL NL NT NR SLY ST WSR EL ET ER WL WT WR TOTAL VOLUMES = 109 119 36 187 127 102 65 482 64 59 630 131 2111 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 59 89 22 135 107 57 43 237 38 40 351 98 1276 ADDITIONS:SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS L N-S STREET: PALM DATE: 6/2/98 CITY: SAN E-W STREET: HIGHLAND DAY: TUESDAY BERNARDINO PROJECT/ 0316010A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 1 1 1 2 0 1 2 0 1 2 0 6:00 AM 15 AM 30 AM 45 AM 7:00 AM 10 5 2 3 9 18 7 41 11 5 36 3 150 15 AM 15 4 1 4 8 17 6 37 13 6 42 2 155 30 AM 26 6 9 8 12 42 9 57 18 7 89 6 289 45 AM 31 11 8 9 21 36 23 71 29 10 79 7 335 8:00 AM 22 13 6 5 18 28 18 58 21 8 64 9 270 15 AM 13 31 16 13 33 28 24 46 24 12 59 14 313 30 AM 17 28 13 9 29 32 18 51 23 9 50 17 296 45 AM 20 37 9 11 41 33 28 48 16 8 44 12 307 9:00 AM ' 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ----------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 154 135 64 62 171 234 133 409 155 65 463 70 2115 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 83 83 43 36 101 124 83 226 97 39 252 47 1214 ADDITIONS:SIGNALIZED 1 Filename: PALMHIGHXLS Location: Palm ArelHighland Are. Tuming Movenwm C Mts Per CMP RaquiremenBS Northbound Southbound Eaathound Westbound LT I Th I RT I LT Th RT LT Th I RT LT Th 1 RT AM Peak Hour 84 128 52 d6 117 1d7 701 274 178 d1 J26 40 Peak Hour Factor 0.85 0.82 OM 0.89 PM Peak Hour 156 109 173 60 76 104 79 $43 141 a7 457 79 Peak Hour Factor 0.55 0.50 MONHWG v a T SuOew,+ LT LT Irwn la LT Th RT T4Y LT lA pT TeW LT In RT TaW LT A RT Tuy 00 7:15 10 5 1 17 ] 0 is 30 7 11 11 59 5 b 3 w 7:15 7:00 15 1 1 20 1 p f] A 3 37 1] 5o p 12 1 M 7]0 7.13 Ie e 9 I1 a 12 Q BI p 3] 16 e1 ) p9 0 tal 7b e'.00 31 11 p W p 21 b 03 1] 7t Ip 1M 10 )9 ) pp 300 0:13 22 t] 0 It 5 16 20 51 'a 'A 21 97 a w p 0t 315 p.]0 t] 31 19 M 13 b 2e 71 21 b 21 q 12 59 11 65 a30 a's I7 2e 1] 56 p 29 32 70 16 51 a w p SO O 76 a:b 9on Io 37 9 ee 11 11 30 es 26 b +6 92 e w 2 w P7 uup ):b a:" u 63 43 ae ]B 101 111 35 33 M 97 IM ]9 252 17 102 .mr9.m: 209— 201—> Qis lw_> 0�e11 M S5 Ee V/B PpFh 14r BY hPwOi 7o0a:m 128 te7 ]2x 2p2 ):1 N:ti 52 200 300 V a19 I 200 US e 70415 209 261 100 803400 223 260 a75)s aoe Maw.P.-WV yWpaN 225 2W Pasic y1 Pi1SMn.b/I{VVN 3e 35 121 In 1`P IS n,br llp6eP� 2e1 ]1p y2 b6 WF badi3T91N 0.65 0.32 au ap Pwklw LT LT nC ElaLT WaetoF+O LT l0 r[T Lr T Rf LT A Ri LT to qT 7A0 10 a a o 0 o a o 0 0 0 0 0 msaas 0 0 0 0 0 0 0 0 0 0 0 0 7304830 0 0 0 0 0 0 0 0 0 ]) 291 ]3 7:DOM 0 0 0 0 0 0 6] 220 W 0 0 0 a'.0o9ro n 100 w ]e 111 121 a o 0 0 0 0 Tetw n 109 w M t21 tz1 31 210 p) ]) M b rp19 e1 1 e 5 13 +0 1a R11 n1 113 n M 1a EVE23r1G r .� LT saum.0 E.neo.va� LT M10m to lT ih 67 Tee LT lA IR T3111 LT lw pT T9re LT lA 6T T9W C00 116 20 V M 03 10 9 M 42 H 12? 11 to M 113 7 lb 1:15 1'.b T 21 11 71 a 11 1p w 13 119 ]1 tea 9 1@ 10 1]1 1']0 1'15 ]] 13 TI T1 7 15 16 b 12 11B 31 1)1 la 65 11 111 145 S 00 ]p 2a Se 1W 11 19 17 a0 n 1]1 ]3 169 A K 16 111 500 S13 ]e b H 92 9 11 22 11 13 1b ]7 1q 2] 10) 0 tb 3:13 S'.]0 A 21 2) 7) D 1• 19 a 21 In M 1. +9 t]6 9 tb 5.30 S:0 31 13 21 a 12 17 15 w 21 1W M 110 11 100 0 Ile 515 am 27 Is Is $I 10 11 is ]S 13 110 tp 1a 15 H] 3 I]3 .� PP MOUa " 3:b 1]6 a] 113 100 b S9 33 60 is Sat 139 1W M Q0 12 +1a m6 an LMP Caaepw M ae EB We Pa9 wv er Na9Fa .'.005:00 Us to >W 529 1'.135:15 3)S in 717 525 1aos:]0 all 133 731 u7 4415:15 Us 192 l0a 5a s:a0a:o0 299 170 an w AYman PpYllda NafVat4 ]It 192 Val Paskl e1.4Yp1ve1N 100 M b 10 t6+ b 1•Pw5 tsmn.q Avawdi 400 20 764 361 PMibPW 1s,m alrW ON o&0 u as aw Pw 1S 8 MPLEa1tl SaeWw.W E61t9wq WlFaeutl LT 1r M LT III qT LT T, RT LT 111 ITT 1066'.00 0 0 0 0 0 0 0 0 0 0 0 0 1'.133:13 0 0 0 0 0 0 0 0 0 0 0 0 ']65:]0 135 u 11] 00 0 76 529 135 00 0 40545 0 0 0 w e1 u 0 0 0 u 130 17 e:00em 0 0 0 0 0 0 0 0 0 0 0 0 rma IN u +13 b 11, n le s2o 1'4 IM u :57N n PNP pp Filename: BOULMIGHXLS Location: Boulder AvelHighland Ave. Turning Momment Counts Per QMP Requirement Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th RT AM Pack Maur 171 126 30 63 142 103 78 102 228 116 330 174 Peak Hour Factor 0.89 0.89 0.89 0.94 PM Pack Mour 161 148 39 llS 108 111 87 156 185 151 202 163 Peak Hour Factor 0.83 0.89 0.93 0.90 eNw ` MORNING NMIMUM LT EaMT WagTcuW hwn to LT Tli RT Tdal LT TM1 RT TcW Li ID FIT Tdal LT P, RT Taal _ 7:00 7:15 II t) 3 42 B N 12 3• T 13 m 49 m as 26 tq ]a5 ):b 19 N 5 b ID 3t L top 10 1) m 53 17 62 2• 103 ]m ):IB ]1 2e ) 66 1] 2• 1J N t] 19 24 56 28 ]B b 137 7:45 BOO 30 E • 85 t] 25 21 N 11 24 43 78 21 74 40 135 8:00 8:Is 4] 31 e n 21 N 27 n l0 27 56 102 m sT 4] 153 B'15 •30 32 3a p ]t 21 32 24 T] m 19 47 N 34 71 U 1« _ B.b 845 39 m B n 14 29 10 82 17 1 11 M m 77 41 14] 845 p:DO N 24 8 64 1B 31 22 71 4 2] 49 BB 25 84 J) lm 'IMI R e00 900 147 114 29 e2 74 in So n To p1 2m 1n 113 top )ao lss 4FRatr: •— 290_, 3e4_> 194 trw cr.ma. - . 7x0,1 PW IW BYNP9aN RB 5B ES WB 71"m n� 20] 2" 492 7: 311 2W ni b1 5b 74"46 m1 279 w 571 �i 80040:00 Ip0 2B3 ]SS N1 b Sn IAVmun PW IW by wcli tot m2 _ P4N 15wn.gµpadt 02 3s4 5e1 4•P.15n.ey ga4Raa� 321 w 102 156 PNF10r4ara,oroeolt pep 0Y 409 M 080 am PwRIW Nveaeatl Saeeuaq Fatlmvq Wadsand LT m RT LT T RT LT Tw RT LT iT RT 700.500 0 0 0 a o 0 0 0 0 o a o Te":1s 0 a 0 0 0 0 0 0 0 0 0 0 ):]045:30 0 0 0 0 0 0 0 0 0 0 0 0 T4se:w 152 112 n a 0 0 0 0 0 109 ]a9 1 a �- 5004p:a0 a 0 0 74 126 92 TO 91 203 0 0 0 Toow 152 Hz n 74 1m 92 ')0 91 M 1pp 309 145 PNF b m 1 m n « to ]e IV me 11B m 174 EVE)40q _ LT $uapta'6 E»LT Wa4afead Ban IR LT T1 m Tml LT 1A Ri Tdd LT 7n RT Tdd Li TA " Tow 4:00 4.16 31 n 10 N 10 21 19 50 8 b 42 n m 47 30 100 4:15 430 27 19 ] n 21 w 17 52 13 28 b 74 m 5x m IV 430 445 14 m 9 52 1s m n 86 17 « 43 104 ]4 49 24 107 1 4:45 5:00 m ]1 12 )1 14 10 m N b m 37 M 34 b 3x in 5DO 5:15 40 N p 8) m 28 22 TB 8 - w 10) J) 47 41 In sits 5:]0. 32 24 6 a2 1s 24 26 70 21 w w 1045 u 34 37 in 530 1Z N m 5 M tJ 24 N at 17 34 47 p8 m H JJ 'to 5:45 em m .37 10 70 17 14 1e 49 1s m m 65 M 33 24 w PEN(IKVq ` ` 445 5 4 134 in u n 71 a 1ao TB at lee m tar IN 1n vT tm .ma..n zm—> zee—> 3e• 4e5 ae—> a81P Cab . w P N 57 WBamnB BB M 4005:004 240•:15.515 217 J45 417 4:365:b ffi M 4:4":45 ne 400 4@ 5004500 2n S! L4 M ffi 4v '0ato.PNJI b>/9pWa na PaN tawn.grypuN 67 216 400 M 4•PW.iSmin.lry l{pwa 34e t" In R1FMPaK tSmnamN on m tom Ne an D90 PaN 15MNa Mpb>aq ;py>euad Eag8an4 9ptiyyd 4904500 LT O 0 RT 0 LT 0 0 RT 0 LT O 0 0 LT A M 4:115:15 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 43045.30 0 0 0 4465:45 1A in 32 is 0 0 0 eta lw to 0 0 0 5004e:a0 0 0 ib 1R 147 0 0 0 0 a a 0 a 0 0 a o IN 123 32 70 pe M 01 lb to lee tax 147 1 3 5 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PALM DATE: 6/2/98 CITY: SAN BERNARDINO E-W STREET: HIGHLAND DAY: TUESDAY PROJECT# 0316010P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2 1 1 1 2 0 1 2 0 1 2 0 2:00 PM 15 PM 30 PM 45 PM 3 :00 PM 15 PM 30 PM 45 PM 4 :00 PM 20 19 26 10 9 23 14 122 41 20 113 7 424 15 PM 27 23 21 8 14 19 16 119 31 22 102 10 412 30 PM 32 18 22 7 15 18 12 126 33 18 85 11 397 45 PM 39 26 35 14 19 27 22 131 36 26 99 16 490 5:00 PM 35 28 29 9 11 22 18 136 37 23 107 6 461 15 PM 29 21 27 13 14 19 24 127 29 19 118 9 449 30 PM 31 15 23 12 17 15 21 103 22 14 106 6 385 45 PM 27 16 18 10 12 16 16 110 19 15 112 8 379 6:00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL �ST SR EL ET ER WL WT WR TOTAL VOLUMES = 240 166 201 83 111 159 143 974 248 157 842 73 3397 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 135 93 113 43 59 86 76 520 135 86 409 42 1797 ADDITIONS:SIGNALIZED I SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS J-S STREET: BOULDER DATE: 6/25/98 CITY: SAN E-W STREET: HIGHLAND DAY: THURSDAY BERNARDINO ----- PROJECT# 0371002P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1.5 0.5 1----2 0 1 2 0 1 2 1 2:00 PM ------- 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 PM 31 23 10 10 21 19 8 33 42 23 47 30 297 15 PM 27 19 7 21 14 17 13 28 33 26 52 29 286 ,[ 30 PM 14 29 9 18 25 23 17 44 43 34 49 24 329 45 PM 28 31 12 14 19 26 24 23 37 38 33 32 317 5:00 PM 40 38 9 26 28 22 19 39 49 37 47 45 399 15 PM 32 24 6 18 24 28 21 40 44 32 54 37 360 30 PM 34 30 5 13 24 24 17 34 47 29 48 33 ' 338 45 PM 23. 37 10 17 14 18 18 29 38 33 53 24 314 6:00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 229 231 68 137 169 177 137 270 333 252 383 254 2640 IPM Peak Hr Begins at 445 PM PEAK VOLUMES = 134 123 32 71 95 100 81 136 177 136 182 147 1414 ADDITIONS:SIGNALIZED T SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS V-S STREET: BOULDER DATE: 6/25/98 CITY: SAN . BERNARDINO E-W STREET: HIGHLAND DAY: THURSDAY PROJECT' 0371002A ------------------------------ - ------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL - LANES: ----11 1.5-0_5-- 1--2 —0 1 2 0 1 2 1 ----- ------------- 6:00 AN 15 AM 30 AM 45 AM 7:00 AM 22 17 3 8 14 12 7 13 29 20 69 28 242 15 AM 19 14 5 10 21 18 10 17 38 17 62 24 255 ' 30 AM 31 28 7 17 24 13 13 19 24 28 76 33 313 45 AM 39 22 4 17 28 21 11 24 43 21 74 40 344 8:00 AM 43 31 8 21 34 27 19 27 56 25 87 43 421 15 AM 32 30 9 21 32 24 20 19 47 34 71 39 378 30 AM 38 29 6 14 29 19 17 22 51 29 77 41 372 45 AM 34 24 6 18 31 22 14 23 49 25 64 37 347 9:00 AM 15 AM ' 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM TOTAL UL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 258 195 48 126 213 156 111 164 337 199 580 285 2672 AM Peak Hr Begins at 800 AM PEAK VOLUMES = 147 114 29 74 126 92 70 91 203 113 299 160 1518 ADDITIONS:SIGNALIZED I i� APPENDIX EXISTING CONDITIONS INTERSECTION ANALYSIS T MITIG8 Thu Jul 2 , 1998 08 : 10 : 33 Page --------------------------------- -------- --- -- ----- -------- - -- - - - - - - - - - - - - - - - - - - Patton Station Existing AM Peak Hour ------------------------------------------- ----------------- - --- --- - - - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 443 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 6 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound west Bound Movement : L T R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- 11 --------------- 11 ---- ------ --- -- Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � �' Volume Module: Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse.: 0 0 0 647 0 0 0 308 0 0 412 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1. 00 .1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 PHF Volume: 0 0 0 819 0 0 0 346 0 0 515 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 819 0 0 0 346 0 0 515 0 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 819 0 0 0 346 0 0 515 0 ---------- ----- � � --------------- � � --------------- � � --------------- Saturation--F ow Mooduledule:: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------ I --------------- --------------- --------------- =----------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .26 0 . 00 0 . 00 0 . 00 0 . 10 0 . 00 0 . 00 0 . 14 0 . 00 Crit Moves : **#* ***# Green/Cycle: 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 .32 0 . 00 0 . 00 0 . 32 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 .44 0 . 00 0 . 00 0 . 00 0 .30 0 . 00 0 . 00 0 .44 0 . 00 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 4 . 8 0 . 0 0 . 0 0 . 0 9 .9 0 . 0 0 . 0 10 .6 0 . 0 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 0 . 0 0 . 0 0 . 0 4 . 8 0 . 0 0 . 0 0 . 0 9 . 9 0 . 0 0 . 0 10 . 6 0 . 0 Queue: 0 0 0 8 0 0 0 4 0 0 7 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2- 1998 07 :41 :45 Page. 1- 1 ------------------------------------ ------ -------- - - --- - - - - - - -- - - - - - - - - Patton Station Existing PM Peak Hour --------------------------------------------------------- ------- --- - - - - - - - - -- - -- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 580 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8 , 3 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound U Movement : L - T - R L - T - R L - T - R L - T - R ------------ ► --------------- --------------- 11 -------------- Control : Permitted Permitted Permitted II Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0. 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ 1 --------------- --------------- --------------- --------------- Volume Module: Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : . 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 0 0 861 0 0 0 819 0 0 643 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 : 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1 . 00 0 . 95 1 . 00 PHF Volume: 0 0 0 888 0 0 0 881 0 0 677 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 888 0 0 0 881 0 0 677 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 888 0 0 0 881 0 0 677 0 -----Saturation------F- ow-Module:MOdule------ --------------- --------------- --------------- Sat/Lane: 1800 1800 . 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 .94 1. 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------ --------------- � � --------------- Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 28 0 . 00 0 . 00 0 . 00 0 .24 0 . 00 0 . 00 0 .19 0 . 00 Crit Moves : ++«+ +«++ Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .48 0 . 00 0 . 00 0 . 00 0 .42 0 . 00 0 . 00 0 .42 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 . 58 0 . 00 0 . 00 0 .45 0 . 00 - I----------- --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 7 . 7 0 . 0 0 . 0 0 . 0 9 . 0 0 . 0 0 . 0 8 . 1 0 . 0 User DelAdj : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 7 . 7 0 . 0 0 . 0 0 . 0 9 . 0 0 . 0 0 . 0 8 .1 0 . 0 Queue: 0 0 0 11 0 0 0 11 0 0 8 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2 , 1998 08 : 10 : 36 Page ---- ------- - ---- ---- - -- - - --- - - - - - - - - - - - - - - - - - - Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 120 Loss Time (sec) : 12 (Y+R = 4 sec) AveragelDelay/C(sec/veh) : 02916 Optimal Cycle: 120 Level Of Service : +#*#+##+}}*}#*+#*+#*#*}#*+*#+#+Y+#*Y**}##+*}###*#}*#*t#*+Y+#*#+#}*+*+*#*tt+D**### Approach: North Bound South Bound East Bound Movement : L T R L T - R L West Bound - T - R L T - ------------ --------------- � � 10 __ R Control : Protected Protected--- rotected Protected--- rotected II ---Prot-- ------ Rights : Include Include Protected Min. Green: 10 27 27 Include Include Lanes : 1 0 1 0 1 1 0 17 1 07 2100 29 0 19 1100 29 1 19 ----------- ----------- � � - Volume Module: -------------- � � --------------- � � --------------- � Base Vol : 246 119 66 29 273 314 76 613 285 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 130 835 124 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse : 246 119 66 29 273 314 76 613 285 130 835 124 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF Volume: 378 183 102 34 321 369 95 766 356 165 1057 157 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 378 163 102 34 321 369 95 766 356 165 1057 157 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 378 183 102 34 321 369 95 766 356 165 1057 157 ------------ ------le: --- � � --------------- Sat/Lane : 1800■■�� Saturation F ow Module: Adjustment : 0 . 94 1800 1800 0894 1800 1800 0889 1800 1 . 00 0894 1800 1800 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 . 61 0 . 39 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4702 6981 .� Capacity-An ------------- pac Analysis Module: --------------- --------------- Vol/Sat : 0 . 22 0 . 10 0 . 06 0 . 02 0 .18 0 . 20 0 . 03 0 . 21 0 . 20 0 . 10 0 .22 0 .22 Crit Moves : **** #*#* Green/Cycle: 0 . 27 0 . 38 0 . 38 0 .14 0 .25 0 .25 0 . 08 0*26 0 .26 0*12 0 .29 0 .29 Volume/Cap: 0 . 82 0 .27 0 . 15 0 . 14 0 . 71 0 . 82 0 . 36 0 . 82 0 . 76 0 . 82 0 . 76 0 . 76 Level Of Service Module----- 11 ---------- ----- 11 --------------- --------------- I Delay/Veh: 34 .2 16 . 6 15 . 8 29 . 2 28 . 3 31 . 9 33 . 9 31 . 1 31 .4 48 . 7 26 .4 26 .4 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 AdjDel/Veh: 34 .2 16 . 6 15 . 8 29 . 2 28 . 3 31 . 9 33 . 9 31 . 1 31 .4 48 . 7 26 .4 26 .4 Queue: 13 4 2 1 10 13 3 25 12 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R. K & J.K, Newport Beach MITIGB --- - Thu Jul 2, 1998 07 : 41 : 49 Page 1 --- -------------------- -- - ----- - - -- ---- - -- -- - - - - - - - - Patton Station Existing PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 90 Critical Vol . /Cap. (X) : 0 . 729 LOSS Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27 . 2 Optimal Cycle: 90 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R ------------ ------------ ---------- Control : Protected Protected II Protected II Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------ --------------- 1 ► --------------- 11 --------------- Volume Module: 11 --------------- I � Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Initial Bse: 135 81 33 79 173 130 286 1051 332 149 1099 169 User Adj : 1 :00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 PHF Adj : 0 . 75 -0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume: 180 108 44 88 192 144 325 1194 377 171 1263 194 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 180 108 44 88 192 144 325 1194 377 171 1263 194 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Final Vol . : 1 180 108 44 88 192 144 325 1194 377 171 1263 194 Saturation Flow Module: ----- --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1. 00 1 . 00 1. 00 1 . 14 0 . 86 2 . 00 2 . 00 1 . 00 1 . 00 2 . 60 0 .40 Final Sat . : 1700 1800 1800 1700 2057 1543 3200 3600 1800 170.0 4681 7191 ------ - -- ------ ---- -- Capacity Analysis Module : Vol/Sat : 0 . 11 0 . 06 0 . 02 0 . 05 0 . 09 0 . 09 0 . 10 0 . 33 0 . 21 0 .10 0 .27 0 .27 Crit Moves : **** tt+t , Green/Cycle: 0 . 11 0 . 30 0 .30 0 . 11 0 . 30 0 . 30 0 . 11 0*34 0 .34 0*110 .34 0 . 34 Volume/Cap: 0 . 95 0 .20 0 . 08 0 .47 0 .31 0 . 31 0 . 91 0 . 96 0 . 61 0 .9,1 0 . 78 0 . 78 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 63 .5 15 .2 14 . 6 25 . 6 15 . 8 15 . 8 45 . 0 31 . 6 17 . 1 53 . 6 18 . 7 18 . 7 User DelAdj : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 AdjDel/Veh: 63 .5 15 .2 14 . 6 25 . 6 15 . 8 15 . 8 45 . 0 31 . 6 17 . 1 53 . 6 18 .7 18 . 7 Queue: 7 2 1 2 4 3 11 35 8 6 29 5 t+ttttttt+tt+tttt++tt+tt+tt ttttt+ttt+tt+tt+t+t++t+t+ttttt*****ttttt*t*tttttttttt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB Thu Jul 2 , 1998 08 : 10 :40 page - - --- --- - - -- - - - -- - - - - - - - - - - - - - - - - - Patton Station Existing AM Peak Hour -------------------------------------------- --- - - -- - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 1 . 4 Worst Case Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T - R L - T ------------ I -------------- --- -- I I --- --- I Control : Uncontrolled Uncontrolled Stop Sign Stop top Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 Volume Module--------------- II --------------- II --------------- II ---------- ----- I Base Vol : 0 402 99 207 442 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 402 99 207 442 0 0 0 0 0 0 0 User Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 0 529 130 256 546 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 529 130 256 546 0 0 0 0 0 0 0 ------------ I --------------- II --------- ■4 A - II --- II --------------- I Adjusted Volume Module: ■, Grade: 0%. 096 0%. % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0%.xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 .10 1 . 10 1 . 10 1X10 1X10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 529 130 281 546 0 0 0 0 0 0 0 ------------ I Module :------- Critical Gap -------- II --------------- II --------------- ► I --------------- I MOveUp Time:xxxxx xxxx xxxxx 2 .1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I _ ------------- --------------- --------------- II --------------- Capacity ModuleIIIII Cnflict Vol : xxxx xxxx xxxxx 659 xxxx xxxxx xxxx Potent Cap. : xxxx xxxx xxxxx 759 xxxx xxxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move-Cap. : XXxx xxxx xxxxx 759 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx- ---- ----- ---------- - - -- II --- Level Of Service ice Module: '-'-'------- I Stopped Del :xxxxx xxxx xxxxx 7 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B # * * * * * * } Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxRT xxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : ApproachDel : 0 . 0 2 .4 0 . 0 0 . 0 lf,! Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB------ - --- - -- --Thu Jul 2 , 1998 07 :41 : 53 Page 1- -, Patton Station Existing PM Peak Hour ------------------------------------------------------------------ ----- --- ------ Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SE On Ramp (EW) +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Average Delay (sec/veh) : 1 . 6 Worst Case Level Of Service : +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R- � L - T - R ------------ --------------- � � -------------- - --------------- - � � - -------- ---- � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- --------- - ---- --------------- Volume Module: Base Vol : 0 238 70 330 419 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 238 70 330 419 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 1 . 00 0 .86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume : 0 277 81 355 451 0 0 0 0 0 0 0 j Reduct Vol : 0 0 0 0 0 0 0 0 . 0 0 b 0 Final Vol . : 0 277 81 355 451 0 0 0 0 0 0 0 ------------ --------------- 11 --------------- 11 --------- ------ 11 ------- ------ Adjusted volume Module: Grade: 096 096 0096 0 % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXXX $ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xXXX xxxx XXXX PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1. 10 1 .10 1 .10 1 . 10 1 . 10 ■ Cycl/Car PCE: xXXX XXXx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: XXXX Xxxx xxxx XXXX xxxx xxxx XXXX XXXX Adj Vol . : 0 277 81 390 451 0 0 0 0 0 0 0 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 2 , 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ 11 --------------- --------------- � Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 358 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1101 xxxx xxxxx xxxx xxxx XXXXX xxxx Xxxx XxXXx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx Xxxx XxXXX xxxx xxxx Xxxxx Move Cap. : xXxX xxxx xxxxx 1101 xxxx xXXXX xxxx xxxx xxxxx XXXX xxxx XXXXX ------------ --------------- ---------- I,Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 4 .8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * + A + + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx XYYY xxxxx Shrd StpDel :xxxxx xxxx xxxxx XXYYY xxx xxxxx xxxxx xxxx Shared LOS : XXXXX XXYYY XYYY xxxXx * + + + + , ApproachDel : 0 . 0 2 . 2 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIGB Thu Jul 2 , 1998 08 : 10 : 43 Pace _ -- ----- ---- - - - -- --- - --- -- -- -- - - - - - - - Patton Station Existing AM Peak Hour --------------------------------- ------- ------- ---- ----- ---- -- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 446 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 9 Optimal Cycle: 120 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L T R L T R L - T - ------------ I --------------- II - - Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 Volume Module : -------------- II ------- ------- - I Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 207 16 110 16 0 16 11 643 0 0 866 13 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 81 0 . 81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 PHF Volume: 256 20 136 20 0 20 14 824 0 0 1069 16 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 256 20 136 20 0 20 14 824 0 0 1069 16 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 256 20 136 20 0 20 14 824 0 0 1069 16I ------------ ----------- II --------------- I --------------- II --------------- Saturation F ow Module : Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 13 0 . 87 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1. 97 0 . 03 Final Sat . : xxxx 231 1569 1700 0 1800 1700 3600 0 0 3547 53I ------------ I ------------ -------------- II --------------- Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 09 0 . 09 0 . 01 0 . 00 0 . 01 0 . 01 0 . 23 0 . 00 0 . 00 0 . 30 0 .30 Crit Moves : **** ##+# *##, Green/Cycle: 0 . 32 0 .32 0 . 32 0 . 18 0 . 00 0 . 18 0 . 08 0 . 58 0 . 00 0 . 00 0*50 0 .50 Volume/Cap: 0 . 00 0 .27 0 .27 0 . 06 0 . 00 0 . 06 0 . 10 0 . 39 0 . 00 0 . 00 0 . 60 0 . 601 ------------ I --------------- II --------------- II - -------------- II --------------- Level Of Service Module: Delay/Veh: 31 . 7 19 . 9 19 . 9 26 .2 0 . 0 26 . 1 32 . 9 8 . 8 0 . 0 0 . 0 14 . 3 14 . 3 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 AdjDel/Veh: 31 . 7 19 . 9 19 . 9 26 .2 0 . 0 26 . 1 32 . 9 8 . 8 0 . 0 0 . 0 14 .3 14 .3 Queue: 8 1 3 1 0 1 0 15 0 0 26 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 08 : 14 : 59 Page 1- _ i -------- ------------------------------------------------ --- - - - - -- - -- - - - - - - - - - - - - Patton Station Existing ' PM Peak Hour ------------------------------------------------------------ ------ - - - --- - - -- ---- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 555 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 1 Optimal -Cycle: 120 Level Of Service : C Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- -------------- ------------- ------------ -------------- � Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ■ ------------ I --------------- --------------- II --------------- 11 --------------- �1 Volume Module : Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 244 12 116 15 0 17 22 1155 0 0 1151 18 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 .94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume : 260 - 13 123 22 0 25 24 1269 0 0 1387 22 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 260 13 123 22 0 25 24 1269 0 0 1387 22 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 MLF Adj : 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 Final Vol . : 1 260 13 123 22 0 25 24 1269 0 0 1387 22 Saturation Flow Module------ --------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0.94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 10 0 . 90 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : - xxxx 172 1628 1700 0 1800 1700 3600 0 0 3544 56 ----------- --------------- --------------- --------- ------ � � --------------- � � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 08 0 . 08 0 . 01 0 . 00 0 . 01 0 . 01 0 .35 0 . 00 0 . 00 0 .39 0 .39 Crit Moves : **** *+#« a+++ ##«« Green/Cycle: 0 . 29 0 .29 0 .29 0 . 18 0 . 00 0 . 18 0 . 08 0 . 61 0 . 00 0 . 00 0 . 52 0 . 52 Volume/Cap: 0 . 00 0 .26 0 .26 0 . 07 0 . 00 0 . 08 0 . 17 0 .58 0 . 00 0 . 00 0 . 75 0 .75 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: ' Delay/Veh: 33 .5 21. 1 21 .1 26 .2 0 . 0 26 .2 33 . 1 9 .5 0 . 0 0 . 0 15 . 6 15 . 6 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 33 .5 21 .1 21. 1 26 .2 0 . 0 26 .2 33 . 1 9 .5 0 . 0 0 . 0 15 .6 15 . 6 Queue: 9 0 3 1 0 1 1 26 0 0 37 1 i Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach , 1 MITIGB Thu Jul- - 2 , 1998 08 : 10 : 48 Page - -- - - --- --- - - --- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - Patton Station Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection 46 Victoria Ave. (NS) / Highland Ave. (EW) ' Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 . 379 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 9 Optimal Cycle : 71 Level Of Service : B +++t+++++t++++++++t++++++++++++++++++++++++tt++++t+t++++++t++++++*t++++++++++++t ' Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T --------- --------- ---- Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ' Volume Module--------------- 11 --------------- --------------- --------------- � Base Vol : 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 64 54 32 23 169 51 16 296 35 33 393 27 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 PHF Volume: 80 68 40 28 206 62 17 318 38 43 517 36 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 80 68 40 28 206 62 17 318 38 43 517 36 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : I 80 68 40 28 206 62 17 318 38 43 517 36 Saturation Flow Module: -- ------------- 11 --------------- 11 --------------- � Sat/Lane: 1800 1800 , 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 79 0 . 21 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3216 384 1700 3600 1800 Capacity Analysis Module : II - � � --------------- I Vol/Sat : 0 . 00 0 . 04 0 . 02 0 . 00 0 . 11 0 . 03 Crit Moves : 0 . 01 0 . 10 0 . 10 0 . 03 0 . 14 0 . 02 **** **** ++++ ' Green/Cycle: 0 .49 0 .31 0 .31 0 .49 0 . 31 0 .31 0 . 14 0 . 24 0 . 24 0 . 14 0*24 0 .24 Volume/Cap: 0 . 00 0 .12 0 . 07 0 . 00 0 .37 0 . 11 0 . 07 0 .41 0 .41 0 . 18 0 . 60 0 . 08 ------------ --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 17 . 8 11 .4 11.2 17 .2 12 .5 11 . 3 17 . 1 14 . 9 14 . 9 17 .4 16 .3 13 .5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 8 11.4 11 .2 17 .2 12 .5 11 . 3 17 . 1 14 . 9 14 . 9 17 .4 16 .3 13 . 5 ' Queue : 1 1 1 0 3 1 0 5 1 1 9 1 *++++++++t++++++++t+t++t++++t+++++t+t++t++++++++++++++++t+++++t++t+t++ttt+++++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2 , 1998 07 :41 : 58 Page ------------ -------------------- ---------------------- -- - - - ---- -- - - - - - - - - - - - - - - - Patton Station , Existing PM Peak Hour --------------------------------------------------------------- ---- -- - - - - - - - -- - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 . 427 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 0 Optimal Cycle: 71 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 ------------- Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- 11 --------------- II --------------- --------------- Volume Module : Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 32 136 44 37 107 24 55 682 70 43 549 45 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 .82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0 . 93 0 . 93 0 . 93 PHF Volume: 39 166 54 42 122 27 56 689 71 46 590 48 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 39 166 54 42 122 27 56 689 71 46 590 48 PCE Adj : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 39 166 54 42 122 27 56 689 71 46 590 48 -----------F ow-Module: - ------- Saturation ----- --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 81 0 . 19 1 . 00 2 . 00 1 . 00 Final Sat . : ---------- xxxx 1800 1800 xxxx 1800 1800 1700 3264 336 1700 3600 1800 -- I --------------- --------------- --------------- --------------- I� Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 09 0 . 03 0 . 00 0 . 07 0 . 01 0 . 03 0 .21 0 .21 0 . 03 0 . 16 0 . 03 Crit Moves : **** #### Green/Cycle : 0 .49 0 .31 0 .31 0 .49 0 .31 0 . 31 0 . 14 0 .24 0 .24 0 . 14 0 .24 0 .24 , Volume/Cap: 0 . 00 0 .30 0 . 10 0 . 00 0 .22 0 . 05 0 .23 0 . 88 0 . 88 0 . 19 0 . 68 0 . 11 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: Delay/veh: 17 .3 12 .1 11 .3 17 .4 11 . 8 11 . 1 17 . 6 24 . 3 24 .3 17 .4 17 .4 13 . 6 1 User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 17 . 3 12 . 1 11 .3 17 .4 11 . 8 11 . 1 17 .6 24 .3 24 .3 17 .4 17 .4 13 . 6 Queue: 1 3 1 1 2 0 1 15 3 1 11 1 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 08 : 10 : 53 Pacie , - _ --- -------------------------- -- -- --- - - --- - - - - - - - - - - - - - - - - - - Patton Station ' Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) Intersection #50 Victoria Ave . (NS) / Pacific St . (EW) ' Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 471 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 10 . 9 Optimal Cycle: 60 Level Of Service : B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound west Bound Movement : L T R L - T - R L - T - R ------------ I --------------- II - I ' Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 Volume Module : II --------------- II --------------- II -------------- - I Base Vol : 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse: 91 276 36 82 208 44 30 216 159 34 114 60 User Adj : 1 :00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 PHF Adj : 0 . 95 . 0 . 95 0 . 95 0 . 94 0 . 94 0 . 94 0 . 82 0 . 82 0 . 82 0 . 91 0 . 91 0 . 91 ' PHF Volume : 96 291 38 87 221 47 37 263 194 37 125 66 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 96 291 38 87 221 47 37 263 194 37 125 66 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 96--291 38 87 221 47 37 263 194 37 125 66I --------Saturation----F - Module:-ow-Module:: II -- --- -- -------------- II - Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Lanes : 1 . 00 0 . 88 0 . 12 1 . 00 0 . 82 0 . 18 0 . 12 0 . 88 1 . 00 0 . 16 0 .55 0 . 29 Final Sat . : 1700 1592 208 1700 1484 316 222 1578 1800 29.2 987 521 Capacity Analysis Module : - II --------------- II --------------- II --------------- I Vol/Sat : 0 . 06 0 . 18 0 .18 0 . 05 0 .15 0 . 15 0 . 17 0 . 17 0 . 11 0 . 13 0 . 13 0 . 13 Crit Moves : **++ t+++ +*+,* ' Green/Cycle: 0 . 19 0 .36 0 ..36 0 . 17 0 .34 0 . 34 0 . 33 0 .33 0 .33 0 .33 0 .33 0 . 33 Volume/Cap: 0 . 30 0 . 51 0 . 51 0 .31 0 .44 0 .44 0 . 51 0 . 51 0 . 33 0 . 39 0 .39 0 .39 ------------ lice Module:' Level Of Service Module: Delay/Veh: 13 . 7 10 .4 10 .4 14 .4 10 .4 10 .4 11 .2 11.2 10 . 0 10 . 3 10 .3 10 . 3 User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 AdjDel/Veh: 13 . 7 10 .4 10 .4 14 .4 10 .4 10 .4 11 . 2 11 .2 10 . 0 10 .3 10 .3 10 . 3 ' Queue: 1 4 1 1 3 1 1 4 2 1 2 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2 , 1998 08 : 12 : 59 Page ----------------------------------------------------------- - - - - - - - -- - - - - - -- - - - - - Patton Station ' Existing PM Peak Hour --------------------------------------------------------- ------ - - - -- - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #50 Victoria Ave. (NS) / Pacific St . (EW) tt++tt+ttt+tttt++ttttt+tttt+ttt+t+tt+++ttt+tt+ttt t+tt+t+ttt+ttt+t+ttttttt+t+++.1 Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 , 444 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 10 . 6 Optimal Cycle: 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 ------------- - - 11 -- - Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 ---------- -- I --------------- I ► --------------- 11 --------------- 11 --------------- Volume Module: Base Vol : 77 189 36 68 279 43 26 101 94 20 162 28 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 77 189 36 68 279 . 43 26 101 94 20 162 28 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 91 0 .91 0 . 91 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 91 0 .91 0. 91 PHF Volume : 85 208 40 76 310 48 30 115 107 22 178 31 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 85 208 40 76 310 48 30 115 107 22 178 31 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 , Final Vol . : I 85 208 40 76 310 48 30 115 107 22 178 31 Saturation Flow Module: ----- --------------- --------------- --------------- � Sat/Lane: 1800 1800 , 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment: 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Lanes : 1 . 00 0 . 84 0 .16 1 . 00 0 . 87 0 . 13 0 .21 0 . 79 1 . 00 0 . 10 0 . 77 0 .13 Final Sat . : 1700 1510 290 1700 1559 241 372 1428 1800 171 1387 242I' ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module : Vol/Sat : 0 . 05 0 . 14 0 . 14 0 . 04 0 . 20 0 .20 0 . 08 0 . 08 0 . 06 0 . 13 0 . 13 0 . 13 Crit Moves : ++++ ++t+ t+tt Green/Cycle : 0 . 17 0 . 37 0 . 37 0 . 21 0 .42 0 .42 0 .27 0 .27 0 . 27 0 .27 0 .27 0 .27 , Volume/Cap: 0 . 30 0 .37 0 .37 0 .22 0 .48 0 .48 0 .30 0 .30 0 .22 0 .48 0 .48 0 .48 ------------ I --------------- ----------- ---- --------------- --------------- � Level Of Service Module: Delay/Veh: 14 .4 9. 0 9 . 0 12 . 8 8 . 7 8 . 7 11 .4 11 .4 11 . 1 12 . 5 12 .5 12 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 14 .4 9 . 0 9 . 0 12 . 8 8 . 7 8 . 7 11 .4 11 .4 11 . 1 12 .5 12 .5 12 .5 Queue: 1 3 1 1 4 1 0 2 1 0 3 1 t+tttt+tt++t+tt+tt+t t+t++t++tt+t ttt+tt+tt+tt+,t+++,rtt+tt+t+t+++++t+ttt+tt+++tt++t' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 MITIG8 Fri Jul 3 , 1998 15 : 00 : 33 Page , - _ ---- ---- ---- ---- -------- --------- -------- --------- - --- - - -- - - -- - - - - - - - - - - - - - - - - - - Patton Station i Existing AM Peak Hour ----------------------------------------- ----------- ------ - ---- -- - - - - - - - - -- - - - - - Level Of Service Computation Report ' 1994 HCM Operations Method (Base Volume Alternative) t++++++++++t++++t+tt+t++++++++++++++++++++++t++++++++++t++t+t+++++t++++++t++++++ Intersection 454 Victoria Ave . (NS) / Baseline St . (EW) +++++t+++++++++++++++++t+t++++++++++++++t x++tt t++++t+++++++t+r++#t++++t++t+t+tr+ 1 Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 538 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 1 Optimal Cycle : 69 Level Of Service : C 1 +++t+++t+t+t++++tt++++*t++++++++**++++++++t++++++++++++++++++++++++++t++++++++++ Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- I1 ------ -- - ----- - � 1 Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 ------------ I --------------- 11 --------------- I1 --------------- I1 --- --------- I Volume Module: Base Vol : 52 232 28 140 356 96 68 280 32 72 392 124 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 Initial Bse: 52 232 28 140 356 96 68 280 32 72 392 124 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 79 0 . 79 0 . 79 0 . 75 0 . 75 0 . 75 0 . 74 0 . 74 0 . 74 0 . 78 0 . 78 0 . 78 PHF Volume: 66 294 35 187 475 128 92 378 43 92 503 159 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 66 294 35 187 475 128 92 378 43 92 503 159 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 66 294 35 � � - � � -- 187 475 128 92 378 43 92 503 159 Saturation ------------F ow ---Module----: ----- -------------- ------------- ------------- � 1 Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 79 0 .21 1. 00 1 .58 0 . 42 1 . 00 1 . 80 0 . 20 1 . 00 1 . 52 0 .48 Final Sat . : 1700 3217 383 1700 2836 764 1700 3232 368 1700 2735 865 1 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 09 0 . 09 0 . 11 0 . 17 0 . 17 0 . 05 0 . 12 0 . 12 0 . 05 0 . 18 0 . 18 Crit Moves : **** ++++ +t++ Green/Cycle : 0 . 14 0 . 28 0 .28 0 .14 0 .28 0 .28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 Volume/Cap: 0 .27 0 .33 0 .33 0 . 76 0 . 61 0 . 61 . 0 . 37 0 .45 0 .45 0 .37 0 .70 0 .70 ------------ I --------------- --------------- 11 --------------- --------------- � Level Of Service Module: iDelay/Veh: 17 . 1 13 . 0 13 . 0 26 . 9 14 . 8 14 . 8 17 . 7 14 . 0 14 . 0 17 . 7 16 . 6 16 .6 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 AdjDel/Veh: 17 . 1 13 . 0 13 . 0 26 . 9 14 . 8 14 . 8 17 . 7 14 . 0 14 . 0 17 . 7 16 . 6 16 . 6 1 Queue ; 1 5 1 4 8 2 2 6 1 2 9 3 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 i 1 MITIG8 Fri Jul 3 , 1998 15 : 01 : 49 Page 1- 1 ' ---------------- --- ----------------------------------- - - -- - - - - - - - - - - - - - - - - - - Patton Station Existing ' PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #54 Victoria Ave . (NS) / Baseline St . (EW) Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 581 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 1 Optimal Cycle : 69 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ---------- Control : Protected Protected Protected II Protected ' Rights : Include Include include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 O ' ------------ I --------------- 11 --------------- 11 --------------- I1 --------------- � Volume Module: Base Vol : 100 396 136 108 216 88 116 424 72 40 328 88 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 100 396 136 108 216 88 116 424 72 40 328 88 ' User Adj : 1 ..00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 70 .0 . 70 0 . 70 0 . 93 0 . 93 0 . 93 0 . 89 0 . 89 0 . 89 0 . 93 0 . 93 0 . 93 PHF Volume : 143 566 194 116 232 95 130 476 81 43 353 95 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 143 566 194 116 232 95 130 476 81 43 353 95 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 Final Vol . : 1 143 566 194 116 232 95 130 476 81 43 353 95 Saturation Flow Module------ --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 .49 0 . 51 1 . 00 1 .42 0 . 58 1 . 00 1 . 71 0 .29 1 . 00 1 .58 0 .42 Final Sat . : 1700 2681 919 1700 2554 1046 1700 3076 524 1700 2837 763 ------------ -- ---- Capacity Analysis Module: II - � � ------------- � Vol/Sat : 0 . 08 0 . 21 0 .21 0 . 07 0 . 09 0 . 09 0 . 08 0 . 15 0 . 15 0 . 03 0 . 12 0 .12 Crit Moves : Green/Cycle: 0 .14 0 .28 0 . 28 0 . 14 0 .28 0 .28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 , Volume/Cap: 0 .58 0 . 77 0 . 77 0 .47 0 .33 0 . 33 0 . 53 0 . 59 0 .59 0 . 17 0 .48 0 .481 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 20 . 3 17 .4 17 .4 18 . 6 12 . 9 12 . 9 19 . 3 15 . 1 15 . 1 16 .8 14 .2 14 .2 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 20 .3 17 .4 17 .4 18 .6 12 . 9 12 . 9 19 .3 15 . 1 15 . 1 16 . 8 14 .2 14 .2 Queue: 3 11 4 2 4 1 2 8 2 1 6 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Thu Jul 2 , 1998 08 : 10 : 57 pace _ --------- ---- -------- ------------ ---- ---- - ---- - -- - --- - - - - - - - - - - - - Patton Station ' Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) ' Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 415 Loss Time (sec) : 9 (Y+R 4 sec) Average Delay (sec/veh) : 12 . 6 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T - R L - T - R ------------ -------------- Control : Permitted Permitted II Protected II Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ -------------- ------------- ------------- ------------- - � Volume Module : Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 1 . 00 1 . 00 1 . 00 Initial Bse: 39 1 14 1 . 00 26 1 35 159 338 39 7 411 93 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 55 0 . 55 0 .55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 . 69 0 . 79 0 . 79 0 . 79 tPHF Volume : 71 2 25 32 1 43 230 490 57 9 520 118 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 71 2 25 32 1 43 230 490 57 9 520 118 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 71 2 25 32 1 43 230 490 57 9 520 118 --------Saturation----F ow Module :------------ ---------- ----- ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 97 0 . 03 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 63 0 . 37 Final Sat . : 1751 49 1800 1745 55 1800 1700 3600 1800 1700 2934 666 1 ------------ I -------------- - � � --------------- � � � Capacity Analysis Module: � --------------- - Vol/Sat : 0 . 04 0 . 04 0 . 01 0 . 02 0 . 02 0 . 02 0 . 14 0 . 14 0 . 03 0 . 01 0 .18 0 . 18 Crit Moves : ***# *+** }}#} ' Green/Cycle: 0 . 37 0 .37 0 .37 0 .37 0 . 37 0 . 37 0 .21 0 . 29 0 . 29 0 . 19 0 .27 0 .27 Volume/Cap: 0 . 11 0 . 11 0 . 04 0 . 05 0 . 05 0 . 07 0 . 65 0 .47 0 . 11 0 . 03 0 . 65 0 . 65 ------------ I --------------- --------------- --------------- --------------- I ' Level Of Service Module: Delay/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 16 . 8 11 . 6 10 . 1 12 . 7 13 .5 13 . 5 User DelAdj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 16 . 8 11 . 6 10 . 1 12 .7 13 . 5 13 .5 Queue : 1 0 0 0 0 0 4 7 1 0 8 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2- 1998 07 :42 : 03 page 1 - 1 , ------------------------------ -- ---- ------- ---- - - ---- --- -- ------- - - - - - - - - - - - - - - Patton Station , Existing PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 404 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11 . 7 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R_ ------------ --------------- � � -------------- ___ _ Control : Permitted Permitted II Protected II Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 ------------ -------------- ------------- ------------- ------------- - Volume Module: Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 09 1 . 00 1 . 00 1 . 00 2 30 104 1 176 , Initial Bse : 62 44 688 _ 58 6 654 13 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 .71 0 . 71 0 . 78 0 . 78 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 '0 . 97 0 .97 PHF Volume : 87 3 42 133 1 226 46 717 60 6 674 13 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 87 3 42 133 1 226 46 717 60 6 674 13 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Final Vol . : I 87 3 42 133 1 226 46 717 60 6 674 13I Saturation Flow Module-.----- 11 --------------- 11 --------------- 11 --------------- Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 99 0 . 01 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 .96 0 . 04 Final Sat . : 1740 60 1800 1787 13 1800 1700 3600 1800 1700 3532 68 ------------ I --------------- � � --------- Capacity Analysis Module: 11 --------------- Vol/Sat : 0 . 05 0 . 05 0 . 02 0 . 07 0 . 07 0 . 13 0 . 03 0 .20 0 . 03 0 . 00 0 . 19 0 . 19 Crit Moves : ++++ ++++ Green/Cycle: 0 . 37 0 .37 0 .37 0 .37 0 .37 0 . 37 0 . 17 0 .29 0 .29 0 . 19 0 . 32 0 . 32 Volume/Cap: 0 .14 0 .14 0 . 06 0 .20 0 .20 0 .34 . 0 . 16 0 .69 0 . 11 0. 02 0 . 60 0 .60 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 8 .2 8 .2 8 . 0 8 .4 8 .4 9 . 0 13 . 9 13 . 5 10 .1 12 . 7 11 .8 11 . 8 ' User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 8 .2 8 .2 8 . 0 8 .4 8 .4 9 . 0 13 . 9 13 .5 10 . 1 12 . 7 11. 8 11 . 8 Queue: 1 0 0 2 0 3 1 11 1 0 10 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIGB Thu Jul 2 1998 08 : 11 : 00 ---------------------- - ----- --- -- Page _ --- ---- - ----------- - - ----- - - - - - - - - - - - - - - - - - Patton Station ' Existing ---------------------------------AM Peak Hour Level Of Service Computation Report ' 1994 HCM Unsignalized_ Method (Base Volume Alternative) x+#+*++#+t x++t#+t+++*+#*+*+x**x*t*xx*t++x+#x*x+t+*++*++tx+++xt+ttx++#+++xrttrtrtxrtrt Intersection #8 Central Ave . (NS) / Highland Ave . (EW) +#**+*++#++#x+x*txx***+x++x+x+*#+#++#*+#*+x+#+t##*x+*+x#+t*+#+*+x+*++x++++rrtrr+ Average Delay (sec/veh) : 1 . 8 Worst Case Level Of Service : D tt*+*+*++*++++t+++#+#*tx+t++*++#++*+*+t+*+#***+x*x#+####+*t+++*++x*++++txr*+++tr Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T - R L ' Control : Stop Sign Stop Sign Uncontrolled II --- - - - - - - lled Rights : Include Include Uncontrolled Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 Olnilude 0 0 1In11u0e 0 ------------ I --------------- Volume Module : II --------------- II --------------- II ---- ---------- - I Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 ' Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 66 0 26 0 0 0 0 345 23 4 473 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 ' PHF Volume: 75 0 30 0 0 0 0 426 28 5 622 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 75 0 30 0 0 0 0 426 28 5 622 0 ------------ I --------------- II --------- ' Adjusted Volume Module : II --------------- --------------- Grade : 0� 0� 0� 0� W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx k Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1. 10 1 . 10 1. 00XX1. 00 1 . 10 11x. 00 1X00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 83 0 33 0 0 0 0 42 6X28 6 622x 0 Critical GaplModule- -------- II --------------- II --------------- 11 -7------------- MoveUp Time: 3 . 4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 .5 xxxxx xxxx xxxxx 2 1 xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx Capacity Module : Cnflict Vol : 1068 xxxx 227 xxxx xxxx xxxxx xxxx xxxx xxxxx 454 xxxx xxxxx Potent Cap. : 220 xxxx 1062 xxxx xxxx xxxxx xxxx xxxx xxxxx 978 xxxx xxxxx Adj Cap: 0 . 99 xxxx 1 . 00 Move Ca xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx ------------ p• : 218 xxxx 1062 xxxx xxxx xxxxx xxxx xxxx xxxxx 978 xxxx xxxxx Level Of Service Module: ---- II - ------------ II - -------------- II ------'---'---- I Stopped Del : 25 . 1 xxxx 3 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3 7 xxxx xxxxx LOS by Move: * + # + x * * x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 281 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 20 .4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * D * x # * x tApproachDel : 19 . 0 0 . 0 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jul 2 , 1998 07 :42 : 07 Page i ------------------------------------------------------ -- ------------- - - - - --- - - - - ' Patton Station ' Existing PM Peak Hour ---------------------------------------------------------- - - ------- -- - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #8 Central Ave. (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 2 . 8 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 -------------- - 11 ------------- -- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 - ----------- --------------- � � -------------- ------------- - � � --------------- Volume Module: Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00, Initial Bse : 46 0 14 0 0 0 0 773 50 9 637 0 User Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 : 99 0 . 99 0 . 96 0 . 96 1 . 00' PHF Volume: 61 0 19 0 0 0 0 781 51 9 664 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 61 0 19 0 0 0 0 781 51 9 664 0 Adjusted volume Module Grade : 096 0%. 0% 0$ %- Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXXX W Truck/Comb: xxxx Xxxx xxxx XXXX xxxX XXXX xxxx xxxx PCE Adj : 1 . 10 1. 10 1.10 1 . 10 1 . 10 1 . 10 1 .10 1. 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: XXXX XXxX xxxx XXXx XXXX XXXX XXXX xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxX Adj Vol . : 67 0 21 0 0 0 0 781 51 10 664 0� Critical Gap Module: MoveUp Time: 3 .4 xxxx 2 .6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx ------------ I --------------- 11 --------------- --------------- --------------- Capacity Module : Cnflict Vol : 1479 xxxx 416 xxxx xxxx xxxxx xxxx xxxx xxxxx 831 xxxx xxxxx' Potent Cap. : 120 xxxx 853 xxxx xxxx xxxxx xxxx xxxx xxxxx 613 xxxx xxxxx Adj Cap: 0 . 97 xxxx 1. 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move- -- - - --- - 11 - - - - 11 - Cap. : 117 xxxx 853 xxxx xxxx xxxxx xxxx xxxx xxxxx 613 xxxx-xxxxx' ---- ----- --- ---- -- -------- ----- � � --------- ---- ---- Level Of Service Module: ---- ----- Stopped Del : 63 . 8 xxxx 4 .3 XXXXX xxxx xxxxx xxxxx xxxx xxxxx 6 . 0 xxxx xxxxx LOS by Move: * * * * * * * # # B * * Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 146 xxxxx xxxx xxxx XXXXX xxxx XXXX xxxxX XXXX xxsx xxxxx Shrd StpDel :xxxxx 53 .4 xxxxx xxxxx xxxx XXXXX xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F ApproachDel : 49 . 9 0 . 0 0 . 0 0 .1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIGB Thu Jul-2, 1998 08 : 11 : 04 nage 1 - , - -- ---------- - - ---- - --- - - - -- - - -- - - - - - - - - - - - - - - - - Patton Station Existing ---------------------------------AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection 439 Central Ave . (NS) / Pacific St . (EW) Average Delay (sec/veh) : 2 . 3 Worst Case Level Of Service : B Approach: North Bound South Bound East Bound West Bound ' Movement : L - T - R L - T - R L - T ------------ I ------------ Control : Stop Sign Stop Sign ------------ -- ---- - - - -- - Include P Include Uncontrolled Uncontrolled Lanes : 0 1 0 0 1 0 1O0 1 1 OInolude 0 1 Include 0 ------------ I --------------- II --------------- Volume Module : --------------- - -------- --- - -- Base Vol : 57 14 36 25 11 3 33 101 9 23 89 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 49 1 . 00 Initial Bse : 57 14 36 25 11 3 33 101 9 23 89 49 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume: 79 19 50 33 15 4 38 116 10 32 125 69 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 79 19 50 33 15 4 38 116 10 32 125 69 ------------ I --------------- II --------- ' Adjusted Volume Module: II - II --"------------ I Grade: 0'k 0lk 0%r 096 % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx $ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx XXXX PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 xXXx 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 21 55 37 16x 4 42 116 10 36 125x69 ------------ I ------- -------- 11 11 Critical Gap Module : II ---"-'--------- I MoveUp Time : 3 . 4 3 . 3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 .5 6 . 0 5 .5 6 . 5 6 . 0 5 .5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ I --------------- Capacity Module : II --------------- II - -------------- II --------------- I Cnflict Vol : 361 386 121 386 357 160 194 xxxx xxxxx 126 xxxx xxxxx ' Potent Cap. : 654 684 1202 633 709 1149 1385 xxxx xxxxx 1492 xxxx xxxxx Adj Cap: 0 . 94 0 . 95 1 . 00 0 . 89 0 . 95 1 . 00 1 . 00 XXXX XXXXx 1 . 00 XXXX xxxxx Move Cap. : 614 648 1202 565 671 1149 1385 xxxx xxxxx 1492 xxxx xxxxx Level Of Service Module----- II --------------- II --------------- II --------------- I . Stopped Del : 6 . 7 5 . 7 3 .1 6 . 8 5 . 5 3 . 1 2 . 7 xxxx xxxxx 2 .5 xxxx xxxxx LOS by Move : * * A * * A A # Y A * } Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR Shared Cap. : 620 xxxx xxxxx - RT 593 xxxx Shrd StpDel : 6 . 9 xxxx xxxxx 6 . 6 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared LOS: B * # xxxx xxxxx xxxxx ApproachDel : 5 .4 6 . 1 0 . 7 0 .4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 07 : 42 : 12 Page 1 , ----------------- ------------------------ - -- - -- - - - - - - - - - - - - - - - Patton Station ' Existing PM Peak Hour ---------------------------------------------- ---- ---- --- - - - - - - - -- - - Level Of Service Computation Report ' 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #39 Central Ave . (NS) / Pacific St . (EW) Average Delay (sec/veh) : 2 . 6 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T R L - T - R L - T - R ------------ -------------- ------------ Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 Volume Module--------------- II --------------- I � --------------- I1 ------------ --- I Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse : 70 12 100 39 it 8 16 115 34 35 75 28 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 .89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91 ' PHF Volume: 79 13 112 46 .13 9 20 142 42 38 82 31 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final-Vol . : 79 13 112 46 13 9 20 142 42 38 82 31 ----- ------ ----------- Adjusted Volume Module: Grade : 0%. 096 096 0$ * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 .10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1. 00 1 . 00 1 .10 1. 00 1 . 00 ' Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj- --- -- --- --- ► -- - II -- Vol . : 87 15 124 50 14 10 22 142 42 42 82 31 ' --- ----- -- -- --- ------------ ------------- � I --------------- I Critical Gap Module: MoveUp Time: 3 .4 3 .3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx ' Critical Gp: 6 . 5 6 . 0 5 . 5 6 .5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ I --------------- --------------- Capacity Module: --------------- --------------- Cnflict Vol : 330 334 163 382 340 98 113 xxxx xxxxx 184 xxxx xxxxx , Potent Cap. : 682 728 1145 636 723 1235 1514 xxxx xxxxx 1401 xxxx xxxxx Adj Cap: 0 . 94 0 . 96 1. 00 0 . 85 0 . 96 1 . 00 1 . 00 xxxx xxxxx 1. 00 xxxx xxxxx Move- -- - -- -- I � - -- Cap. : 643 696 1145 540 691 1235 1514 xxxx xxxxx 1401 xxxx-xxxxx ' ---- ----- --- --- ---- --- --------- II --------------- II --------- ----- I Level Of Service Module: Stopped Del : 6 .4 5 .3 3 .5 7 .3 5 . 3 2 . 9 2 .4 xxxx xxxxx 2 . 6 xxxx xxxxx LOS by Move: * * A * * A A * * A LT LTR RT * * ' Movement : LT - LTR - RT - - LT - LTR - RT LT - LTR - RT Shared Cap. : 650 xxxx xxxxx 567 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 6 .4 xxxx xxxxx 7 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx x xxxxx Shared LOS : B + + B + * # * * * * * ' ApproachDel : 4 . 7 6 . 3 0 .3 0 . 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2 , 1998 08 : 11 : 08 page _ _ , - --------- ---- ------------------ --- - - - - - - --- - - - - - - - - - - - - - - - - Patton Station ' Existing AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave. (EW) ' Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 286 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 6 . 7 Optimal Cycle : 60 Level Of Service : B ' Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R L -------- --------- Control : Permitted Permitted - II Permitted II Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ --------------- 11 --------------- --------------- 11 ----------- ---- I Volume Module: Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse: 58 100 20 140 113 65 36 284 27 40 351 98 User Adj : 1 :00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 PHF Adj : 0 . 82 . 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 . 93 0 . 93 0 . 81 0 . 81 0 . 81 ' PHF Volume: 71 122 24 194 157 90 39 305 29 49 433 121 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 71 122 24 194 157 90 39 305 29 49 433 121 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 MLF Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 71 122 24 194 157 90 39 305 29 49 433 1211 ------------ ----le: -- ----------------- Saturation F ow Module: ' Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 84 0 . 16 1 . 00 0 . 64 0 . 36 1 . 00 1 . 83 0 . 17 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1504 296 1700 1144 656 1700 3287 313 1700 3600 1800 Capacity Analysis Module: II - � � ------------ I Vol/Sat : 0 . 04 0 . 08 0 . 08 0 . 11 0 . 14 0 . 14 0 . 02 0 . 09 0 . 09 0 . 03 0 . 12 0 . 07 Crit Moves : ***# *t*# ' Green/Cycle: 0 . 48 0 .48 0 .48 0 .48 0 .48 0 .48 0 .42 0 .42 0 .42 0 .42 0 .42 0 .42 Volume/Cap: 0 . 09 0 .17 0 . 17 0 .24 0 .29 0 . 29 0 . 05 0 .22 0 . 22 0 . 07 0 .29 0 . 16 ------------ --------------- --------------- --------------- --------------- � ' Level Of Service Module : Delay/Veh: 5 .5 5 . 7 5 . 7 6 . 0 6 . 1 6 . 1 6 . 7 7 . 2 7 .2 6 . 7 7 .4 7 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 5 .5 5 . 7 5 . 7 6 . 0 6 . 1 6 . 1 6 . 7 7 . 2 7 .2 6 . 7 7 .4 7 . 0 ' Queue: 1 1 0 2 2 1 0 3 0 0 5 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Thu Jul 2, 1998 07 :42 : 16 Page _- _ ' ------------------------------- - ------------ - -- - - --- --------- -- -- - - - - - - - - - - - - - - - Patton Station Existing ' PM Peak Hour ------------------------------------------- - ----- - ------------- -- - - - - --- - - - - - --- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap . (X) : 0 . 287 Loss Time (sec) : 6 (Y+R 4 sec) Average Delay (sec/veh) : 5 . 1 Optimal Cycle : 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II -------------- Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- II --------------- II --------------- II --------------- Volume Module: Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse: 54 27 42 75 29 35 92 616 102 40 466 129 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 93 0 .93 0 . 93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 0 .96 PHF Volume: 58 29 45 86 33 40 96 642 106 42 485 134 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 58 29 45 86 33 40 96 642 106 42 485 134 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Final Vol . : 58 29 45 86 33 40 96 642 106 42 485 134 Saturati ---------on---F10-w- Module:----------- II ------------ --- II --------------- Sat/Lane: 1800 1800 . 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 0. 94 1. 00 1 . 00 Lanes : 1 . 00 0 .39 0 . 61 1 . 00 0 .45 0 .55 1 . 00 1 . 72 0 . 28 1. 00 2 . 00 1. 00 Final Sat . : 1700 705 1095 1700 814 986 1700 3090 510 1700 3600 1800 ------------ I ------------- Capacity Analysis Module: -- II --------------- II --------------- II --------------- I Vol/Sat : 0 . 03 0 . 04 0 . 04 0 . 05 0 . 04 0 . 04 0 . 06 0 .21 0 .21 0 . 02 0 . 13 0 . 07 Crit Moves : #*}# ,}#* Green/Cycle : 0 . 33 0 .33 0 . 33 0 .33 0 . 33 0 . 33 0 . 57 0 . 57 0 . 57 0 .57 0 .57 0 .57 ' Volume/Cap: 0 . 10 0 . 12 0 .12 0 . 15 0 . 12 0 . 12 0 . 10 0 .37 0 .37 0. 04 0 .24 0 . 13 ------------ I --------------- II ------------- -- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 . 4 .6 4 . 6 3 . 7 4 .2 3 . 9 1 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 AdjDel/Veh: 8 .9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 4 . 6 4 . 6 3 . 7 4 .2 3 . 9 Queue : 1 0 1 1 0 0 1 6 1 0 4 1 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , i MITIG8 Thu Jul 2- 1998 08 : 16 : 34 page ---- --- ------------------- ---- - --- - - --- - ---- - -------- - --- ---- - - - -- - - - - - - - - - - Patton Station Existing -------------------------------- --- Peak Hour - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) ' Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 310 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 3 Optimal Cycle : 72 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L T R L T R L - T - R L - T - R ------------ I --------------- 11 ------- -------- 11 --------------- 11 - ' Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- 11 ------ --------- 11 --------------- I1 --------------- � Volume Module: Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 72 109 44 38 121 121 83 226 97 37 291 36 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 PHF Volume : 85 128 52 46 148 148 100 272 117 42 327 40 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 85 128 52 46 148 148 100 272 117 42 327 40 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : I 85 128 52 46 148 148 100 272 117 42 327 40 Saturation Flow Module------ --------------- --------------- --------------- � ' Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .40 0 . 60 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2517 1083 1700 3600 1800 ' ------------ --------------- --------------- --------------- --------------- � Capacity Analysis Module : Vol/Sat : 0 . 03 0 . 07 0 . 03 0 . 03 0 . 08 0 . 08 0 . 06 0 . 11 0 . 11 0 . 02 0 . 09 .0 . 02 Crit Moves : **** +**+ #+## *,** ' Green/Cycle: 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 . 28 0 . 14 0 . 28 0 .28 0 . 14 0 .28 0 .28 Volume/Cap: 0 . 19 0 .26 0 . 10 0 .19 0 . 30 0 .30 . 0 .42 0 . 39 0 .39 0 . 18 0 . 33 0 . 08 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 17 . 7 13 . 1 12 .5 17 . 8 13 . 3 13 . 3 19 . 1 13 . 7 13 . 7 17 . 7 13 .4 12 .4 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 7 13 . 1 12 .5 17 . 8 13 . 3 13 .3 19 . 1 13 . 7 13 . 7 17 .7 13 .4 12 .4 Queue: 2 2 1 1 2 2 2 4 2 1 5 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 MITIG8 Thu Jul 2- _1998 07 : 42 : 19 page - , --------------- --------------- - ----- ------- - -- - - --- - ---- - - - - - - - - -- - - - - - - - - - - - - - Patton Station Existing ' PM Peak Hour --------------------------------------------------- ------ --- -=---- - - -- - - - - - - - --- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #10 Palm Ave . (NS) / Highland Ave. (EW) tt+++t+++tttt+t+tttt++tttt++ttt+ttttt+ttttt+ttttt tt+t+t++t+tt+t+ttttt+tt++t+tt+1 Cycle (sec) : 72 Critical Vol . /Cap . (X) : 0 . 418 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 .4 Optimal Cycle : 72 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------- ------ 11 ------------- Control : Protected Protected Protected II Protected t Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I -------------c- II --------------- --------------- II --------------- It Volume Module : Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 135 93 113 48 61 83 76 520 135 82 430 37 ' User Adj : 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 PHF Adj : 0 . 85 '0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 . 94 0 . 94 0 . 94 PHF Volume: 159 109 133 60 76 104 79 542 141 87 457 39 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 159 109 133 60 76 104 79 542 141 87 457 39 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 159 109 133 60 76 104 79 542 141 87 457 39 -------Saturation----F- ow Module:----------- --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .59 0 .41 1. 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2857 743 170.0 3600 1800 , ------------ I --------------- --------------- II - Capacity Analysis Module : Vol/Sat: O . OS 0 . 06 0 . 07 0 . 04 0 . 04 0 . 06 0 . 05 0 . 19 0 . 19 0. 05 0 .13 0 . 02 Crit Moves : **** +++t t+tt +*tt Green/Cycle : 0 . 14 0 .28 0 ..28 0 . 14 0 .28 0 . 28 0 . 14 0 . 28 0 .28 0 . 14 0 . 28 0 .28 ' Volume/Cap: 0 .36 0 .22 0 .27 0 .25 0 . 15 0 . 21 0 . 33 0 . 68 0 . 68 0. 37 0 .46 0 . 08 ------------ I --------------- ------------ - - - --------------- --------------- I Level Of Service Module: Delay/Veh: 18 .4 12 .9 13 .2 18 . 0 12 . 7 12 . 9 18 .4 16 . 3 16 . 3 18 . 6 14 . 1 12 .4 1 User DelAdj : 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 18 .4 12 .9 13 .2 18 . 0 12 . 7 12 . 9 18 .4 16 . 3 16 .3 18 . 6 14 . 1 12 .4 Queue: 3 2 2 1 1 2 1 10 3 2 8 1 ' t++t++t++t+tt++t+++++t++t++++++++t++t++tt+t++t++t++++t++t+t+++++++++++++++++t++t Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach , 1 MITIGB--- ------------------ - Thu Jul 2 1998 08 : 12 : 37 Page - ----- --- ------ - -------- -------- - - -- -- - - --- - - - -- - - - - - ' Patton Station Existing AM Peak Hour -------------------------------- _ __ _ ___ _ _ ___ _ _ _ ___ Level Of Service Computation Report ' 1994 HCM Operations Method (Base Volume Alternative) Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ' Cycle (sec) : 78 Critical Vol . /Cap. (X) : 0 . 430 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 16 . 8 Optimal Cycle: 78 Level Of Service : C ' Approach: North Bound South Bound East Bound West Bound' Movement : L T R L - T - R L - T ------------ -------------- __ __ _ - Control : Protected Protected II Protected II Protected Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 Volume Module : -------------- � � --------------- � � --------------- � � --------------- � Base Vol : 152 112 27 74 126 92 70 91 203 109 309 163 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1'. 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse: 152 112 27 74 126 92 70 91 203 109 309 163 User Adj : 1 , 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 94 0 . 94 0 . 94 PHF Volume: 171 126 30 83 142 103 79 102 228 116 329 173 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 171 126 30 83 142 103 79 102 228 116 329 173 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : 171 126 30 83 142 103 11 -- � � -116 329 173 Saturation Flow Module: -------------- � ' Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 62 0 .38 1. 00 1 . 16 0 . 84 1 . 00 2 . 00 1 . 00 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 2908 692 1700 2087 1513 1700 3600 1800 1700 3600 18001 Capacity Anal --- 11 --------------- � � --- ysis Module : ------------ Vol/Sat : 0 . 10 0 . 04 0 . 04 0 . 05 0 . 07 0 . 07 0 . 05 0 . 03 0 . 13 0 . 07 0 . 09 0 . 10 Crit Moves : ***+ #}+4 }*** **}* ' Green/Cycle: 0 . 13 0 . 32 0 .32 0 .13 0 .32 0 .32 0 . 13 0 .27 0 .27 0 .13 0 .27 0 .40 Volume/Cap: 0 . 78 0 . 14 0 . 14 0 .38 0 .21 0 .21 0 . 36 0 . 11 0 .47 0 .53 0 .34 0 .24 ------------ I --------------- 11 --------------- 11 --------------- --------------- � Level Of Service Module: Delay/Veh: 32 . 7 12 . 2 12 .2 20 . 7 12 .5 12 . 5 20 .5 13 . 8 16 . 0 22 . 5 14 . 9 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 10 . 2 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Adj Del/Veh: 32 . 7 12 .2 12 .2 20 . 7 12 . 5 12 . 5 20 .5 13 . 8 16 . 0 22 .5 14 . 9 10 .2 ' Queue : 4 2 0 2 2 2 2 2 4 3 6 3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB Thu Jul 2 , 1998 0 7 : 5 3 : 2 3 Page 1 - - , --------------------------------- - ---------------- --------- - - - - - - -- - - - - - - - - - - - - - Patton Station Existing ' PM Peak Hour ---------------------------------------------------------- - ---- - -- - - - - - - - - - - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #47 Boulder Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 78 Critical Vol . /Cap. (X) : 0 .410 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 9 Optimal Cycle: 78 Level Of Service: C Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ----------- -------------- ------------ ---------- - - - - ----------- � Control : Protected Protected II Protected II Protected ' Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ , --------------- , --------------- II --------------- I1 --------------- I � Volume Module: Base Vol : 134 123 32 76 96 99 81 146 173 136 182 147 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse : 134 123 32 76 96 99 81 146 173 136 182 147 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 0 . 93 0 . 93 0 . 93 0 . 90 0 . 90 0 . 90 PHF Volume : 161 148 39 85 108 ill 87 157 186 151 202 163 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 161 148 39 85 108 111 87 157 186 151 202 163 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : 161 148 39 85 108 111 87 157 186 151 202 163 ' ------------ --------------- I1 --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0. 94 1 . 00 1 . 00 Lanes : 1 . 00 1 .58 0 .42 1. 00 1 . 00 1 . 00 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1 . 00 Final Sat . : 1700 2849 751 1700 1800 1800 1700 3600 1800 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- I ' Capacity Analysis Module: Vol/Sat : 0 . 09 0 . 05 0 . 05 0 . 05 0 . 06 0 . 06 0 . 05 0 . 04 0 . 10 0 . 09 0 . 06 0 . 09 Crit Moves : **** ***} **** }*** , Green/Cycle: 0 . 13 0 . 32 0 .32 0 .13 0 . 32 0 . 32 0 . 13 0 .27 0 . 27 0 . 13 0 .27 0 .40 Volume/Cap: 0 . 74 0 . 16 0 . 16 0 . 39 0 . 19 0 . 19 . 0 . 40 0 . 16 0 . 38 0 . 69 0 .21 0 .23 ------------ I --------------- --------------- I1 --------------- 11 --------------- I Level Of Service Module: ' Delay/Veh: 29 .5 12 .3 12 .3 20 . 8 12 .4 12 .4 20 . 8 14 . 1 15 .3 27 .2 14 .3 10 . 1 User DelAdj : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 AdjDel/Veh: 29 .5 12 .3 12 .3 20 . 8 12 .4 12 .4 20 . 8 14 . 1 15 .3 27 .2 14 .3 10 . 1 Queue: 4 2 1 2 2 2 2 3 3 4 3 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' 1 . 1 1 APPENDIX D TRAFFIC SIGNAL WARRANTS 1 1 1 i 1 1 1 i 1 1 i ITRAFFIC SIGNAL WARRANT (Based on Estimated Average Daily Traffic-See Note 2) Major St: Highland Ave. Minor St: Central Ave Year= GY '•.'; Volume = 18,300 Lanes= 2 Volume = 1 000 Lanes= (one-way) ' URBAN RURAL XX Minimum Requirements ' EADT 1. Minimum Vehicular Vehicles per day Vehicles per day 1 on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach xx (one direction only) ' Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2 + 18,300 1 1,000 9,600 6,720 2,400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 ' 1 2 + 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) ' Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2 + 18,300 1 1,000 14,400 10,080 1,200 850 2+ 2+ 14,000 10,080 1,600 1,120 1 2 + 12,000 8,400 1,600 1,120 ' 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied xX No one warrant satisfied but following warrants fulfilled 80%or more.. ' 60% 100% 1 2 NOTES: 1. Heavier left turn movement from the major street may be included ' with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where ' actual traffic volumes cannot be counted. 1 TRAFFIC SIGNAL WARRANT ' (Based on Estimated Average Dairy Traffic-See Note 2) Major St: Central Ave. Minor St: Pacific St. Year= 2015 t i C Volume = 6,350 Lanes= 1 Volume = 1 350 Lanes= (one-way) ' URBAN RURAL xx Minimum Requirements EADT , 1. Minimum Vehicular Vehicles per day Vehicles per day ' on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving ' traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 6,350 1 1,850 8,000 5,600 2,400 1,680 2+ 1 9,600 6,720 2.400 1,680 2+ 2+ 9,600 6,720 3,200 2,240 ' 1 - 2+ 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day ' traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) , Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural , 1 6,350 1 1,850 12,000 8,400 1,200 850 2+ 1 14,400 10,080 1,200 850 , 2 + 2+ 14,000 10,080 1,600 1,120 1 2+ 12,000 8,400 1,600 1,120 3. Combination , 2 Warrants 2 Warrants Satisfied Not Satisfied XX ' No one warrant satisfied but following warrants fulfilled 80%or more.. 100% 76% ' 1 2 NOTES: 1. Heavier left turn movement from the major street may be included ' with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. 1 1 t 1 1 ! APPENDIX E OPENING YEAR WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS 1 (WITHOUT IMPROVEMENTS) 1 1 1 1 1 1 t MITIG8 Sat Au g - 1 1998 09 : 28 : 10 page 1 -1 ----------------------------- ---- -- -- -- ----------- -- ---- - - -- - -- - -- -- - - - - - Patton Station Opening Year without Project AM Peak Hour -,--------------------------------------- -------------- ------ -- --- - - - - --- - - - --- - - ' Level Of Service Computation Report 1994 HCM Operations Method .(Base Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) ' #Y**+#*++##** Cycle (sec) : 60 Critical Vol . /Cap . (X) : 0 . 466 Loss* Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 7 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I ---------=----- 11 --------------- II -------------- ' Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ I --------------- 11 --------------- I1 --------------- 11 --------------- � Volume Module : Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 ' Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 0 0 679 0 0 0 323 0 0 433 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 ' PHF Volume: 0 0 0 860 0 0 0 363 0 0 541 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 860 0 0 0 363 0 0 541 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 860 0 0 0 363 0 0 541 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------ I --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 27 0 . 00 0 . 00 o . 00 0 . 10 0 . 00 0 . 00 0 . 15 0 . 00 Crit Moves : *+#* #*** Green/Cycle: 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 .32 0 . 00 0 . 00 0 .32 0 . 00 volume/Cap: 0 . 00 0 . 00 0 . 00 0 .47 0 . 00 0 . 00 0 . 00 0 . 31 0 . 00 0 . 00 0 .47 0 . 00 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 9 . 9 0 . 0 0 . 0 10 . 7 0 . 0 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 9 . 9 0 . 0 0 . 0 10 . 7 0 . 0 ' Queue : 0 0 0 8 0 0 0 5 0 0 7 0 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Au g 1, 1998 09 : 29 : 24 Page ------------------------- -------- ----- ------ ------ - - ----- --- ------- - - - - - - - - - - - - Patton Station ' Opening Year Without Project PM Peak Hour ------------------------------------------------------- --- --- =------ -- - - - - - - - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 609 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8 . 5 Optimal Cycle: 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- � � -------------- ____ Control : Permitted Permitted II Permitted II Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0__O_ ------------ I --------------- 11 --------------- --------------- Volume Module : Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 0 0 904 0 0 0 860 0 0 675 0 User Adj : 1 .-00 1. 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 • 1 . 00 PHF Adj : 1 . 00 '1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1. 00 0 . 95 1 . 00 PHF Volume: 0 0 0 932 0 0 0 925 0 0 711 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 O Reduced Vol : 0 0 0 932 0 0 0 925 0 0 711 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 ' Final Vol . : 1 0 0 0 932 0 0 0 925 0 0 711 0 Saturation Flow Module------ II --------------- --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0.94 1. 00 1. 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0_3600 0 Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 29 0 . 00 0 . 00 0 . 00 0 .26 0 . 00 0 . 00 0 .20 0 . 00 Crit Moves : +t## #*„ Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .48 0 . 00 0 . 00 0 . 00 0 .42 0 . 00 0 . 00 0 .42 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 61 0 . 00 0 . 00 0 . 00 0 . 61 0 . 00 0 . 00 0 .47 0 . 00 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 8 . 0 0 . 0 0 . 0 0 . 0 9 . 2 0 . 0 0 . 0 8 .2 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 0 . 0 0 . 0 0 . 0 8 . 0 0 . 0 0 . 0 0 . 0 9 . 2 0 . 0 0 . 0 8 . 2 0 . 0 Queue: 0 0 0 12 0 0 0 12 0 0 9 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , i i ' MITIG8 Sat Aug 1, 1998 09 : 28 : 16 Pacie 1- _ ----------------------------------------- --- -- ----- - - - - - - - - -- -- - - -- - - - - - - - - - - - - - Patton Station Opening Year Without Project AM Peak Hour ----------------------------------------------- ---- -------- - --- - - --- - - - - - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) Intersection #4 Arden Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 861 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31 . 2 Optimal Cycle: 120 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement x*+##*tfi*: }x**}L T - R L - T - R L - T - R L - T - R ------------ I --------------- II ------------- Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 Volume Module : ------------ I --------------- II --------------- II --------------- II --------------- I Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 258 125 69 30 287 330 80 644 299 137 877 130 User Adj : 1 , 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 . 79 0 . 79 PHF Volume: 397 192 107 36 337 388 100 805 374 173 1110 165 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 397 192 107 36 337 388 100 805 374 173 1110 165 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 ' MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final- II -- II - II - Vol . : 397 192 107 36 337 388 100 805 374 173 1110 165 ----- ------ I --------------- ------------- -------------- -------------- I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 . 61 0 . 39 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4701 6991 ------------ Capacity Analysis Module: ------ II "--"----------- Vol/Sat : 0 . 23 0 . 11 0 . 06 0 . 02 0 .19 0 . 22 0 . 03 0 . 22 0 .21 0 . 10 0 .24 0 .24 Crit Moves : **** ###* x**x ##*# 1 Green/Cycle: 0 . 27 0 .38 0 . 38 0 . 14 0 .25 0 . 25 0 . 08 0 .26 0 .26 0 . 12 0 .29 0 .29 volume/Cap: 0 . 86 0 . 28 0 . 16 0 .15 0 . 75 0 . 86 0 . 37 0 . 86 0 . 80 0 . 86 0 . 80 0 . 801 ------------ I --------------- II --------------- II --------------- II ------------ ' Level Of Service Module: --- Delay/Veh: 37 .4 16 . 7 15 . 8 29 .2 29 . 0 34 . 1 34 . 1 33 .2 33 .4 53 . 7 27 .4 27 .4 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 37 .4 16 . 7 15 . 8 29 . 2 29 . 0 34 . 1 34 . 1 33 .2 33 .4 53 . 7 27 .4 27 .4 Queue: 14 4 2 1 11 14 3 28 13 7 35 6 i Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug ; 1998 09 : 29 : 30 Page 1 - _ ___ g -------------- - ---- --------------- - -- - - - - -- - - -- - - - - - - - - - - - - - - - Patton Station ' Opening Year, Without Project --------------------------------- PM Peak Hour i----- -- ----- ----- - - -- - -- - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 90 Critical Vol . /Cap. (X) : 0 . 766 Loss Time (sec) : 12 (Y+R = 4 sec.) Average Delay (sec/veh) : 31 . 9 Optimal Cycle: 90 Level Of Service : D Approach: North Bound South' Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R ------------ ------------ ---------- Control : Protected Protected II Protected II Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 Volume Module --------------- � � -------i------- --------------- 11 --------------- Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 142 85 35 83 182 137 300 1104 _ 349 156 1154 177 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 87 0 . 87 0 . 87 PHF Volume: 189 113 46 92 202 152 341 1254 396 180 1326 204 ' Reduct Vol : 0 0 0 0 10 0 0 0 0 0 0 0 Reduced Vol : 189 113 46 92 202 152 341 1254 396 180 1326 204 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 ' Final Vol . : 189 113 46 92 202 152 341 1254 396 180 1326 204 -------Saturation----F- ow Module :------------ ---------.------ --------------- -------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 14 0 . 86 2 . 00 2 . 00 1 . 00 1 . 00 2 . 60 0 .40 Final- - -- Sat . : 1700 1800 1800 1700 2054 1546 3200 3600 1800 1700 4680 720 ' ----- -- ----- -- � � � Capacity Analysis Module: � --------------- - Vol/Sat : Crit Moves : *0+. #11 0 . 06 0 . 03 0 . 05 .0 . 10 0 . 10 0 . 11 0 .35 0 .22 0 . 11 0 . 28 0 .28 + *#*# Green/Cycle : 0 . 11 0 .30 0 .30 0 . 11 0 .30 0 .30 0 . 11 0*34 0 . 34 0*11 0 . 34 0 . 34 Volume/Cap: 1 . 00 0 .21 0 . 09 0 .49 0 .33 0 . 33 . 0 . 96 1 . 01 0 . 64 0 . 95 0 . 82 0 . 82 ------------ I --------------- --------------- 11 --------------- --------------- � Level Of Service Module: ' Delay/Veh: 76 .4 15 .2 14 . 6 25 . 9 15 . 9 15 . 9 52 . 9 41 .4 17 . 6 63 .5 19 .6 19 . 6 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 AdjDel/Veh: 76 .4 15 .2 14 .6 25 . 9 15 . 9 15 . 9 52 . 9 41 .4 17 . 6 63 .5 19 . 6 19 . 6 Queue : 8 2 1 2 4 3 12 42 9 7 32 6 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' ' MITIG8 Sat-Aug 1, 1998 09 : 28 : 21 Page ---- - - - - ---- - -- - --- - - - --- - -- - - - - - - - - - - - - - - - - Patton Station ' Opening Year Without Project -------------------------------- AM Peak-Hour - Level Of Service Computation Report ' 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Ramp +*+++++++x++++x+xx+x+♦ ' Average Delay (sec/veh) : 1 . 5 worst Case Level Of Service : B +x+x+x++x++xx+++xx+xx+x+xx+x+xx++++xx+x++x+x++x+x+xx+++x++x++x++xx+++++++xx+x+++ Approach: North Bound South Bound East Bound West Bound ' Movement : L - T - R L - T - R L - T ------------ I --------------- II - I Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include ' Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ I --------------- II --------------- Volume Module: II --------------- II ------------- - - I Base Vol : 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 422 104 217 464 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Volume : 0 555 137 268 573 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 555 137 268 573 0 0 0 0 0 0 0 - -----=----- I --------------- II --------- ' Adjusted Volume Module: - II - II -------------- I Grade: 0%; 0%. 0% 0 W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx ' * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 xxxx xxxx 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 555 137 295 573 0 0 0 0 0 0 0 ------------ I Module:------- Critical Gap -------- II --------------- II --------------- II --------------- ► MoveUp Time :xxxxx xxxx xxxxx 2 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ' Critical Gp:xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ --------------- --------- ---- - ------- --'-'-- - Capacity Module : ------- I Cnflict Vol : xxxx xxxx xxxxx 692 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 729 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 729 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ ---------- _ --- - ---- - I ---- ------- II ------------- Level Of Service Module: - II --'-'--'------- I Stopped Del :xxxxx xxxx xxxxx 7 . 8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * + x B + * + x + x x ' Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * x x x x x x + x + ApproachDel: 0 . 0 2 . 7 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach i I MITIG8 Sat Aug 1, 1998 09 : 29 : 33 Page -------------------------------------- - --------- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - Patton Station 1 Opening Year without Project PM Peak Hour ---------------------------------------------------- --- -- - --- ------- - - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) +xxx+x++++xxxxxx++++++xx++xx++x++x++xxxxxxxxxx+x++++xx++xx++xx+xxxxx+++xxxxxx+x Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) xxx++x+x+x+xxx+x+x+xxx+xxxxxx+x+xxxxx++xx+++xxxx+xx++x+x+xxxx+xxx+x+xx+r+xx+x+x� Average Delay (sec/veh) : 1 . 7 Worst Case Level Of Service : xxxxx+xx+xxxxxxx+++x+xxx+xxxxx++xx+++xxx+xxx++xx++++++xxxxxxx++x++++xx+xx+x++++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ------------- -- --- ------ - - - - -- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : I Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 .0 0 0 ------------ --------------- --------------- --------------- - - ---- -------- - Volume Module: Base Vol : 0 238 70 330 419 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 Initial Bse: 0 250 74 347 440 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1. 00 0 .86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 : 00 1 . 00 1 . 00 1 . 00 1 . 00 1 PHF Volume: 0 291 85 373 473 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 291 85 373 473 0 0 0 0 0 0 0 ' Adjusted Volume Module : Grade: 096 096 096 096 Cycle/Cars : xxxx xxxx X.?= xxxx xxxx xxxx xxxx xxxx Truck/Comb: xxxx xxxx xxxx xxxx xxxx X-= xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1. 10 1. 10 1 .10 1 . 10 1 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 291 85 410 473 0 0 0 0 0 0 0 1 ------------ ------- -------- --------------- --------------- � Critical Gap Module : � � � � 11 --------------- MoveUp Time:xxxxx xxxx xxxxx 2 .1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx , Critical Gp:xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol : xxxx xxxx xxxxx 376 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1077 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1 Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1077 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 5 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * x B + + + + + * x + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx StpDel :xxxxx xxxx xxxxx Shrd xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * * * x + x + * * x + + ApproachDel : 0 . 0 2 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 i 1 ' MITIGS ---- - Sat Aug 1, 1998 09 : 28 : 26 Page --- ------------ ------ ------ - -- ---- - - -- - - - - - - - - - - - - - - Patton Station Opening Year Without Project AM Peak Hour 1 Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #5 SR-30 Fwy. . WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 468 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 2 Optimal Cycle : 120 Level Of Service : C Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L -------- ----------- ---------- ' Control : Prot+Permit Permitted Protected II --- -Per Per Rights : Include Include Include mitted Min. Green: 10 22 22 22 22 22 10 15 0 0 Include Min. 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 Volume Module: ------------ 1 --------------- � � --------------- -------------- --------------- � Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse: 217 17 116 17 0 . 17 12 675 0 0 909 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 :00 PHF Adj : 0 .81 0 . 81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 PHF Volume: 268 21 143 21 0 21 15 866 0 0 1123 17 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 268 21 143 21 0 21 15 866 0 0 1123 17 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 268 21 143 21 0 21 15 866 0 0 1123 17 --------- I --------------- --------------- --------------- Saturation Flow Module : - � ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 13 0 . 87 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : xxxx 230 1570 1700 0 1800 1700 3600 0 0 3546 54I ------t-- n ------------- -------------- Capacity Analysis Module: Vol/Sat : Crit Moves : *0 . 00 0 . 09 0 . 09 0 . 01 0 . 00 0 . 01 0 . 01 0 . 24 0 . 00 0 . 00 0 . 32 0 .32 *#fifi ' Green/Cycle : 0 . 32 0 .32 0 .32 0 . 18 0 . 00 0 . 18 0 . 08 0 . 58 0 . 00 0 . 00 0 . 50 0 .50 volume/Cap: 0 . 000 .29 0 .29 0 . 07 0 . 00 0 . 06 0 . 11 0 .41 0 . 00 0 . 00 0 . 63 0 . 631 ------------ I --------------- --------------- --------------- --------------- ' Level Of Service Module: Delay/Veh: 31 . 8 20 . 0 20 . 0 26 .2 0 . 0 26 . 2 32 . 9 8 . 9 0 . 0 0 . 0 14 . 7 14 .7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 31 . 8 20 . 0 20 . 0 26 . 2 0 . 0 26 .2 32 . 9 8 . 9 0 . 0 0 . 0 14 . 7 14 . 7 ' Queue : 9 1 4 1 0 1 0 16 0 0 28 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Sat Aug 1, 1998 09 :29 : 37 Page , ----------------------------'---- --------------- - -------- - --- --- - - - - - - - - - - - - - - - - - Patton Station Opening Year Without Project ' PM Peak Hour ----------------------------------- ------------------------- --- - - - - - - -- - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) *******}+##*****}}t#*44+tt}t**t*}##4#**}}+*}****##}t}}t*#t++}*t}}tt*+t}t+}t+tx+ Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 583 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 7 Optimal Cycle : 120 Level Of Service : C Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- I1 ------------- ------ - Control : Prot+Permit Permitted Protected II Permitted l -- ' Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 O ' ------------ I --------------- --------------- 11 --------------- --------------- � volume Module: Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05. 1 . 05 1 . 05 1. 05 1. 05 1 . 05 1 . 05 1 . 05 Initial Bse: 256 13 122 16 0 18 23 1213 0 0 1209 19 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 . 94 0 .94 0 . 67 1 . 00 ' 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF volume: 273 13 130 24 0 27 25 1333 0 0 1456 23 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 273 13 130 24 0 27 25 1333 0 0 1456 23 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 273 13 130 24 0 27 25 1333 0 0 1456 23 ' ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final- -Sat . : xxxx 164 1636 1700 0 1800 1700 3600 0 03544 56 ----- ----- -- � � ------------- ------------- Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 08 0 . 08 0 . 01 0 . 00 0 . 01 0 . 01 0 .37 0 . 00 0 . 00 0 .41 0 .41 Crit Moves : **** ***+ }#*} Green/Cycle: 0 .29 0 .29 0 .29 0 . 18 0 . 00 0 . 18 0 . 08 0 . 61 0 . 00 0 . 00 0 .52 0 .52 Volume/Cap: 0 . 00 0 .27 0 .27 0 . 08 0 . 00 0 . 08 0 . 18 0 . 61 0 . 00 0 . 00 0 . 78 0 . 78 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : ' Delay/Veh: 33 . 6 21 .2 21.2 26 .2 0 . 0 26 . 2 33 . 1 9 . 8 0 . 0 0 . 0 16 . 5 16 .5 User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 33 . 6 21.2 21.2 26 . 2 0 . 0 26 . 2 33 . 1 9 . 8 0 . 0 0 . 0 16 .5 16 .5 Queue: 10 0 3 1 0 1 1 28 0 0 40 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' 1 ' MITIGS ----------------- Aug Sat 1, 1998 09 : 28 : 30 page ------------- --------- --- -- ---- -- --- - - -- - - - - - - - - - - - - - Patton Station ' Opening Year Without Project AM Peak Hour ----------------------------=------------------- --- - ------- - --- - - - -- - - - - - - - Level Of Service Computation Report ' 1994 HCM Operations Method (Base Volume Alternative) x+x+x+++xxxxxt x++x+++++++++++x++x++++x+++x+++x++++xx+xxxxx++++xx++++++++++++++++ Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) +++++++++x+x+++++xx++++++xx++x+++xxx++++++x+x++xx+++x+++++++++++++++x+++++++++xx ' Cycle (sec) : 71 Critical Vol . /Cap . (X) : 0 . 398 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 15 . 1 s Optimal Cycle : 71 Level Of Service : C Approach: North Bound South Bound East Bound West Bound_ Movement x+++x+x++: +xxx+L+xx+ T R L - T - R L - T - R L - T - ------------ I - ----------- II ------------- R Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- II --------------- II --------------- Volume Module : II ------ --------- I Base Vol : 64 54 32 23 169 51 16 296 35 33 393 27 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse : 67 57 34 24 177 54 17 311 37 35 413 28 User Adj : 1 :00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 ' 0 . 80 0 . 80 0 . 82 0 . 82 0 .82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 ' PHF Volume : 84 71 42 29 216 65 18 334 40 46 543 37 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 84 71 42 29 216 65 18 334 40 46 543 37 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 Final- - I -- - II -- - II -- - II -- Vol . : 84 71 42 29 216 65 18 334 40 46 543 371 ----- ----- ------------ ------------ ------------ ------------- Saturation Flow Module: ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 79 0 .21 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3215 385 1700 3600 18001 ' Capacity Analysis Module: II --- II --------------- Vol/Sat : 0 . 00 0 . 04 0 . 02 0 . 00 0 .12 0 . 04 Crit Moves : 0 . 01 0 . 10 0 . 10 0 . 03 0 . 15 0 . 02 **** ++++ ++++ x+x+ iGreen/Cycle: 0 .49 0 . 31 0 . 31 0 .49 0 .31 0 . 31 0 . 14 0 .24 0 .24 0 .14 0 .24 0 .24 Volume/Cap: 0 . 00 0 . 13 0 . 08 0 . 00 0 . 39 0 . 12 0 . 08 0 .43 0 .43 0 . 19 0 . 63 0 . 09 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 17 . 8 11 .4 11 .2 17 .2 12 . 6 11 .3 17 . 1 15 . 0 15 . 0 17 .4 16 . 7 13 .5 User DelAdj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 8 11 .4 11 . 2 17 .2 12 . 6 11 . 3 17 . 1 15 . 0 15 . 0 17 .4 16 . 7 13 .5 ' Queue : 2 1 1 1 3 1 0 6 1 1 10 1 t Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 MITIG8 Sat Au 1, 1998 09 : 29 : 40 Page , - , , g ------------------------------------------------------------ - - - - - - - - - - - - --- - - - - Patton Station , Opening Year Without Project PM Peak Hour --------------------------------------------------------- - -------- - - - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ***+xxx++x+*+xxxxx+x++xx+xx++*x++x+t x+++++x+**x++x+*txx++++x+++x+t*x*x*+x+++x+++ Intersection #6 Victoria Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 . 449 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 20 . 7 Optimal Cycle : 71 Level Of Service : C x*+*xx++*x+++xxt#xxxx#+xx++x++#x++x+++xxt#x+#x*+x+xx+++xxxx*++*+xt++x+++++x++++i� Approach: North Bound South Bound East Bound West Bound Movement : I -L--_ -T- _ -R II L - T -_ R L - T - R L - T - R ---------- -------- � � --------------- � � - Control : Prot+Permit Prot+Permit Protected Protected ' Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ --------------- � � --------------- � � --------------- � � --------------- �' Volume Module: Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 Initial Bse: 34 143 46 39 112 25 58 716 74 45 576 47 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0 . 93 0 .93 0 . 93 PHF Volume: 41 174 56 44 128 29 58 723 74 49 620 51 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 41 174 56 44 128 29 58 723 74 49 620 51 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 ' Final Vol . : 41 174 56 44 128 29 58 723 74 49 620 51 ------------ --------------- � � --------------- 11 --------------- � � ------ ------ � Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 i Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 81 0 .19 1. 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3266 334 1700 3600 1800 ------------ --------------- � � --------------- � � --------------- Capacity Analysis Module: Vol/Sat: 0 . 00 0 . 10 0 . 03 0 . 00 0 . 07 0 . 02 0 . 03 0 .22 0 .22 0 . 03 0 . 17 0 . 03 Crit Moves : *tx+ x++x x++x +*x+ Green/Cycle: 0 . 49 0 . 31 0 .31 0 .49 '0 .31 0 . 31 0 . 14 0 .24 0 .24 0 . 14 0 .24 0 .24 Volume/Cap: 0 . 00 0 .31 0 . 10 0 . 00 0 . 23 0 . 05 0 . 24 0 . 92 0 . 92 0 .20 0 . 72 0 . 12 ------------ I -- ------------- � � --------------- � � --------------- � � --------------- � Level Of Service Module: ' Delay/Veh: 17 .3 12 .2 11 .3 17 .4 11 . 8 11 . 1 17 . 6 28 .2 28 .2 17 .5 18 . 1 13 . 7 User DelAdj : 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 17 .3 12 .2 11.3 17 .4 11 . 8 11 . 1 17 . 6 28 . 2 28 .2 17 .5 18 . 1 13 . 7 Queue: 1 3 1 1 2 0 1 17 3 1 12 1 +x++x++x*xxt xx*+++x+t x++x+x+x+*x*+x*+x**+x*xx++++x+*+*tx+x++++x++x++x++x+txt+x++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' ' MITIG8 Sat-Aug- 1, 1998 09 : 28 : 34 Page -- - -- - --------------- - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - Patton Station ' Opening Year Without Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Operations Method (Base Volume Alternative) ++x+x++x++x x#+x+x+*x##+x#*#+x##+*#*++*#++x+*++#+x+#++++++#t+++++rx+++r++rtt+r+rr Intersection #50 Victoria Ave. (NS) / Pacific St . (EW) x*+x+x++x x++++xx++x+#+++#++x#+x+#+*+x#++x+##++++x+x++#x+++r++++++++++r+++xrtrtr+ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 495 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11 . 1 Optimal Cycle : 60 Level Of Service: B t +x++++#x+x++x+#+++x++#+xx+++++x++x+#+x#+++++x++++x#+#++x#++#+++x+x++++r+++xx++++ Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R --------- -------------- _ ______ _ _ _ Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 Volume Module : 1 ------------ ----------- � � --------------- ---- -------------- --------------- Base Vol : 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse: 96 290 38 86 218 46 32 227 167 36 120 63 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 94 0 . 94 0 . 94 0 . 82 0 . 82 0 . 82 0 . 91 0 . 91 0 . 91 ' PHF Volume: 101 305 40 92 232 49 38 277 204 39 132 69 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 101 305 40 92 232 49 38 277 204 39 132 69 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 101 305 40 92 232 49 38 277 204 39 132 69 ------------ --------------- � � --------------- Saturation Flow Module: ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 1 . 00 0 . 88 0 . 12 1 . 00 0 . 83 0 . 17 0 . 12 0 . 88 1 . 00 0 . 16 0 . 55 0 .29 Final Sat . : 1700 1591 209 1700 1486 314 217 1583 1800 293 990 517 � � --------------- � � - Capacity Analysis Module: ------- - � � -------------- I Vol/Sat : 0 . 06 0 . 19 0 .19 0 . 05 0 . 16 0 . 16 0 . 17 0 . 17 0 . 11 0 . 13 0 .13 0 . 13 Crit Moves : +#++ #+## ##+x Green/Cycle : 0 . 19 0 .36 0 . 36 0 . 17 0 . 34 0 . 34 0 . 33 0 . 33 0 .33 0 . 33 0 .33 0 . 33 Volume/Cap: 0 . 32 0 .54 0 .54 0 . 32 0 .46 0 .46 . 0 . 54 0 .54 0 .35 0 .41 0 .41 0 .41 ------------ --------------- --------------- 11 --------------- --------------- � Level Of Service Module: Delay/Veh: 13 . 8 10 . 6 10 . 6 14 . 5 10 . 5 10 . 5 11 .4 11 .4 10 . 1 10 .4 10 .4 10 .4 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 13 . 8 10 . 6 10 . 6 14 . 5 10 . 5 10 . 5 11 .4 11 .4 10 . 1 10 .4 10 .4 10 .4 Queue : 1 4 1 1 3 1 1 4 3 1 2 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Sat Aug 1, 1998 09 : 29 :44 Page t -------------------------- ---------------------- - -------- - - - - - - -- - - - - - - - - - - - - - - - Patton Station Opening Year without Project ' PM Peak Hour -------------------------------------------------------------- - -- - - - - - - -- - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #50 Victoria Ave . (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 466 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 10 . 7 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- -------------- Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 ------------ I ---------------- � � --------------- � � -------------- - � � ---------- ----- Volume Module : Base Vol : 77 189 36 68 279 43 26 101 94 20 162 28 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 81 198 38 71 293 45 27 106 99 21 170 29' User Adj : 1100 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 PHF Adj : 0 . 91 0 . 91 0 . 91 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 91 0 . 91 0 . 91 PHF Volume : 89 218 42 79 326 50 31 121 112 23 187 32' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 89 218 42 79 326 50 31 121 112 23 187 32 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : I 89 218 42 79 326 50 31 121 112 23 187 32 Saturation Flow Module------ --------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 1 . 00 0 . 84 0 . 16 1. 00 0 . 87 0 . 13 0 .20 0 . 80 1 . 00 0 . 10 0 . 77 0 . 13 Final Sat . : 1700 1509 291 1700 1561 239 367 1433 1800 171 1391 238 ------------ ----------- --------------- - -------------- Capacity Analysis Module: Vol/Sat: 0 . 05 0 . 14 0 . 14 0 . 05 0 .21 0 .21 0 . 08 0 . 08 0 . 06 0 . 13 0 . 13 0 .13 Crit Moves : **** +t*} +*t} Green/Cycle: 0 . 17 0 . 37 0 .37 0 .21 0 .42 0 .42 0 . 27 0 .27 0 .27 0 .27 0 .27 0 .27 ' Volume/Cap: 0 . 31 0 .39 0 . 39 0 .22 0 .50 0 . 50 0 . 32 0 .32 0 . 23 0 .50 0 .50 0 .50 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 14 .4 9 . 1 9 . 1 12 . 8 8 . 8 8 . 8 11 .5 11 .5 11 . 1 12 . 7 12 . 7 12 . 7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Adj Del/Veh: 14 .4 9 . 1 9 . 1 12 . 8 8 . 8 8 . 8 11 . 5 11 . 5 11 . 1 12 . 7 12 . 7 12 . 7 Queue : 1 3 1 1 4 1 0 2 1 0 3 1� ***+**+**+**+t*+t++tt}tt}t t**tt*t++t}+*x+tt}t}+**+t*tt+**#++t+t*tt#t*t+t+++t*}t Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' 1 ' MITIGB---------------- -----Sat Aug 1, 1998 09 : 28 : 38 Page ------ ------- ---------- ------ - -- - - --- -- -- - - - - -- - - - - - - - - - - Patton Station ' Opening Year Without Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Operations Method (Base Volume Alternative) xx++#x#x+*x*x+#t#*t*##t##t t+tt t#xt#+#++#xt+#+tx#++#+++++t++++++#tt+t++t+rt+trx++ Intersection #54 Victoria Ave . (NS) / Baseline St . (EW) +#t+t+*+t#x*++*++#x t##t###++x##t#+###+t##++x#t##+++++++#++tt++++#++x++tttxt+++xr ' Cycle (sec) : 69 Critical Vol . /Cap . (X) : 0 . 564 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 16 . 6 Optimal Cycle: 69 Level Of Service : C ' x##+##++++#t##+x#+++++++x+++x+t+#++++xx+#+++++t++#++x+t+x#++t+ Approach: North Bound South Bound East Bound West Bound Movement#++x#xx++: ++#xt L x+#+ T - R L - T - R L - T - R L - T R ------------ ------------ ---------- ' Control : Protected Protected II Protected II Protected--- I Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 52 232 28 140 356 96 68 280 32 72 392 124 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse: 55 244 29 147 374 101 71 294 34 76 412 130 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 79 0 . 79 0 . 79 0 . 75 0 . 75 0 . 75 0 . 74 0 . 74 0 . 74 0 . 78 0 . 78 0 .78 PHF Volume: 69 308 37 196 498 134 96 397 45 97 528 167 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 69 308 37 196 498 134 96 397 45 97 528 167 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Adj : - 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00- � � - � � -- Final Vol . : 69 308 37 196 498 134 96 397 45 97 528 167 --- -------------- -------------- ------------- � � --------------- � Saturation Flow Module: ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1. 00 Lanes: 1 . 00 1 . 79 0 .21 1 . 00 1 .58 0 .42 1 . 00 1 . 80 0 .20 1. 00 1.52 0 .48 Final Sat . : 1700 3214 386 1700 2837 763 1700 3233 367 1700 2735 865 1 ------------ I --------------- --------------- - Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 10 0 . 10 0 . 12 0 . 18 0 . 18 0 . 06 0 . 12 0 . 12 0 . 06 0 . 19 0 . 19 Crit Moves : **** #+t+ #### *+tx Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 Volume/Cap: 0 .28 0 .35 0 . 35 0 . 80 0 . 64 0 . 64 0 . 39 0 .47 0 .47 0 .39 0 .74 0 .74 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 17 .2 13 . 0 13 . 0 29 . 5 15 . 2 . 15 .2 17 . 8 14 .2 14 .2 17 . 8 17 .3 17 . 3 User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Adj Del/Veh: 17 .2 13 . 0 13 . 0 29 .5 15 .2 15 . 2 17 . 8 14 .2 14 .2 17 . 8 17 .3 17 .3 ' Queue: 1 5 1 5 9 3 2 7 1 2 10 4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 29 :47 page , ------------ ---- - -- ------------------------------ --- - - - - - - --- - - -- - - - - -- - - - - - - - - - Patton Station , Opening Year Without Project PM Peak Hour -.--------------------------------------------------------- - - - - - -- - - - - - - - - - - - - -- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) x++++++++x+x++++x+++x+++++****++*+++++xx+++x+*+t++x++++++++++++x+++++t+tx++x+++ Intersection #54 Victoria Ave. (NS) / Baseline St . (EW) Cycle (sec) : 69 Critical Vol . /Cap . (X) : 0 . 610 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 6 Optimal Cycle: 69 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L _ T _ R L - T - R L - T - R L - T - R ------------ I - - - - --------------- ----- -------- Control : Protected Protected Protected II Protected , Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 O ' ------------ -------------- ------------- ------------- ------------- - � Volume Module: Base Vol : 100 396 136 108 216 88 116 424 72 40 328 88 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 105 416 143 113 227 92 122 445 _ 76 42 344 92 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 70 0 . 70 0 . 70 0 . 93 0 . 93 0 . 93 0 . 89 0 . 89 0 . 89 0 . 930 . 93 0 . 93 PHF Volume: 150 594 204 122 244 99 137 500 85 45 370 99 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 150 594 204 122 244 99 137 500 85 45 370 99 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 ' Final Vol . : 150 594 204 122 244 99 137 500 85 45 370 99 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 .49 0 . 51 1 . 00 1 .42 0 . 58 1 . 00 1 . 71 0 .29 1. 00 1 . 58 0 .42 Final Sat . : 1700 2680 920 1700 2561 1039 1700 3077 523 1700 2840 760 ------------ I --------------- --------------- 11 - Capacity Analysis Module: Vol/Sat : 0 . 09 0 . 22 0 .22 0 . 07 0 . 10 0 . 10 0 . 08 0 . 16 0 . 16 0 . 03 0 . 13 '0 . 13 Crit Moves : ***+ ++++ x+++ **** Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .26 0 . 26 0 . 14 0 .26 0 .26 ' Volume/Cap: 0 . 61 0 . 81 0 . 81 0 .50 0 . 35 0 .35 0 . 56 0 . 62 0 . 62 0 . 18 0 .50 0 . 50 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 20 . 9 18 .5 18 . 5 18 . 9 13 . 0 13 . 0 19 . 8 15 .5 15 . 5 16 . 8 14 .4 14 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 AdjDel/Veh: 20 . 9 18 . 5 18 .5 18 . 9 13 . 0 13 . 0 19 . 8 15 . 5 15 .5 16 . 8 14 .4 14 .4 Queue: 3 12 5 2 4 2 3 9 2 1 6 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' ' MITIG8 Sat Aug 1, 1998 09 : 28 : 42 Page - ----------------- ----- ------------------------- - -- - - - - - - - - - - - - - - - Patton Station Opening Year Without Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Operations Method (Base Volume Alternative) +x+xx+x+++txx*xx+x+xx+++**t*+*+t+*t+++xt+txx+++x+x+++++xx+++x+++x+++++++++++++++ Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 436 Loss Time (sec) : 9 (Y+R 4 sec) Average Delay (sec/veh) : 13 . 0 Optimal Cycle : 60 Level Of Service: B ' x++x+x+++x+++++++++++x+++++++x+++++x++x+++x+x++x+++x+xx+++++x+x+x++x++++++x+++++ Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R L - T - R Control : Permitted Permitted II Protected II Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 - ----------- I --------------- II --------------- II --------------- II --------------- I Volume Module : Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 41 1 15 27 1 37 167 355 41 7 432 98 User Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 55 0 .55 0 .55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 . 69 0 . 79 0 . 79 0 . 79 ' PHF Volume: 74 2 27 33 1 45 242 514 59 9 546 124 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 2 27 33 1 45 242 514 59. 9 546 124 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : I 74 2 27 33 1 45 242 514 59 9 546 124 Saturation Flow Module: ----- II --------------- II --------------- II --------------- I ' Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 0 .94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 97 0 . 03 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 . 63 0 .37 Final Sat . : 1753 47 1800 1747 53 1800 1700 3600 1800 1700 2934 6661 ------------ I --------------- II --------------- II ----- II ----- --------- Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 04 0 . 01 0 . 02 0 . 02 0 . 03 0 . 14 0 .14 0 . 03 0 . 01 0 .19 0 . 19 Crit Moves : **** *+„ *x+* Green/Cycle: 0 . 37 0 . 37 0 .37 0 .37 0 . 37 0 .37 0 . 21 0 .29 0 .29 0 . 19 0 . 27 0 . 27 Volume/Cap: 0 . 12 0 . 12 0 . 04 0 . 05 0 . 05 0 . 07 0 . 68 0 .49 0 . 11 0 . 03 0 .68 0 . 68 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module : ' Delay/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 17 . 7 11 . 7 10 . 1 12 . 7 13 . 9 13 . 9 User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Adj Del/Veh: 8 . 1 8 . 1 7 . 9 7 . 9 7 . 9 8 . 0 17 . 7 11. 7 10 . 1 12 . 7 13 . 9 13 . 9 Queue: 1 0 0 0 0 0 4 7 1 0 9 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 :29 : 52 Page - - ----------------------------------------------------- ----- -- - - ------- - - - - - - - - - - Patton Station , Opening Year Without Project PM Peak, Hour --------------------------------------------------------------- -- -- - - - --- - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ++xxt++xx++++++x++xxx+xx++++tx+++zx+++xx++zz+++xx+z++++++++++++++++++++++++++x++ Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 424 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12 . 0 Optimal Cycle: 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- I1 --------------- , Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 l l 0 , VolumeModule: -------------- II --------------- 11 --------------- 11 --------------- Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1'. 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 65 2 32 109 1 185 46 722 61 6 687 14 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 . 71 0 . 71 0 . 78 0 . 78 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 0 .97 0 . 97 PHF Volume : 92 ' 3 44 140 1 237 48 753 63 6 708 14 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 92 3 44 140 1 237 48 753 63 6 708 14 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 , Final Vol . : 92 3 44 140 1 237 48 753 63 6 708 14 ---------Saturation---F ow Module:----------- --------------- 11 --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 0 . 97 0 . 03 1 . 00 0 . 99 0 . 01 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 .96 0 . 04 Final Sat . : 1743 57 1800 1787 13 1800 1700 3600 1800 1700 3530 70 ------------ I --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat : 0 . 05 0 . 05 0 . 02 0 . 08 0 . 08 0 . 13 0 . 03 0 .21 0 . 04 0 . 00 0 .20 0 .20 Crit Moves : +zx+ ++zx x+tt Green/Cycle : 0 .37 0 . 37 0 .37 0 .37 0 .37 0 . 37 0 . 17 0 .29 0 .29 0 . 19 0 .32 0 . 32 , Volume/Cap: 0 . 14 0 .14 0 . 07 0 . 21 0 . 21 0 . 36 0 . 17 0 . 72 0 . 12 0 . 02 0 . 63 0 . 63 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 8 .2 8 .2 8 . 0 8 . 5 8 . 5 9 . 1 13 .9 14 . 1 10 .1 12 . 7 12 . 1 12 . 1 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 8 .2 8 .2 8 . 0 8 .5 8 . 5 9 . 1 13 . 9 14 . 1 10 . 1 12 . 7 12 . 1 12 . 1 Queue: 1 0 0 2 0 3 1 12 1 0 10 0� zx+t++tt t+xt+t++++t+t++t++tt++t x+xx+xxx+x++xx+zx+zt+tx+tt+tt+tt+tt++tt+tt+tt+tt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIGB -- - -- - Sat Aug 1, 1998 09 : 28 :46 page - _ - --- --------- ------- - ------ ---- - --- - - -- - - - - - - - - - - - - - - Patton Station Opening Year Without Project AM Peak Hour ' Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ++}tt}t#+++##}++++++t#++#+++t+++++++*++}x#x++++}+t}}*++x**xr+xtx++xt}}xxrx}}}}## Intersection #8 Central Ave. (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 2 . 1 Worst Case Level Of Service : D Approach: North Bound South Bound East Bound West Bound , Movement : L T - R L - T R L - T R ------------ ------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 1 - ----------- --------------- � � -------------- ------------- ------------- - � Volume Module : Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 ' Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 69 0 27 0 0 0 0 362 24 4 497 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Adj : 0 . 88 1. 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume: 79 0 31 0 0 0 0 447 30 6 653 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 0 31 0 0 0 0 447 30 6 653 0 ------------ I --------------- --------- Adjusted Volume Module: II - 11 --------------- I Grade: 0%- 0%- 096 096 % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' W Truck/Comb: xxxx xxxx _Q= xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: . xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 0 34 0 0 0 0 447 30 6 653 0 Critical Gap Module: MoveUp Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 .1 x.)= xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx ------------ I --------------- 1 ► --------------- Capacity Module: 11 --------------- � � --------------- � Cnflict Vol : 1121 xxxx 239 xxxx xxxx xxxxx xxxx xxxx xxxxx 477 xxxx xxxxx Potent Cap. : 203 xxxx 1048 xxxx xxxx xxxxx xxxx xxxx xxxxx 951 xxxx xxxxx Adj Cap: 0 . 99 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 201 xxxx 1048 xxxx xxxx xxxxx xxxx xxxx xxxxx 951 xxxx xxxxx ------------ I --------------- 11 --------------- 11 - -------------- --------------- Level Of Service Module: Stopped Del : 29 .3 xxxx 3 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3 .8 xxxx xxxxx LOS by Move: * + + + } # # * + A + + ' Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 261 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 23 . 8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * D * + + + # # + + + + ApproachDel : 22 . 0 0 . 0 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 29 : 56 Page , - _ ' ------------ -- - - - - --- ---------- - --- -------------------- - - --- - ---- -- - - - - - - - - - - - - - Patton Station , Opening Year without Project PM Peak Hour -------- -------------------------------------------------- - ---- --- - - - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ++++*++x*++++*x+xx++++++xxx*++x+++x+++x+*++x+++++x+++x+++xx+xxx+++xxx++++rx+++x Intersection #8 Central Ave . (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 3 . 8 Worst Case Level Of Service : xxxx*+x**++x+++xxx++x+x+xxx++xxx+xx+++x*+x+xx++x++x+++++++x+++++++xx++++++++++++ Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ----- ---- -- � � ------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ I --------------- � � --------------- � � --------------- � � --------------- Volume Module : Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse: 48 0 15 0 0 0 0 812 53 9 669 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume: 64 0 20 0 0 0 0 820 53 10 697 0 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final-Vol . : 64 0 20 0 0 0 0 820 53 10 697 0 ' ----- ------ --------------- � � ---------- ----- � � --------------- � � --------------- Adjusted Volume Module : Grade: 096 0% 0%- 0%- $ Cycle/Cars : xXXX xx=x xxxx xxxx xxxx xxxx X==X XXXX * Truck/Comb: xxx= xxxx xxxx xx=x xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 .10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 ' Cycl/Cdr PCE: xxxx XXXX xxxx xxxx xxxx XXXX xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxx= xxx= xxxx xxxx xxxx Adj Vol . : 71 0 22 0 0 0 0 820 53 11 697 0 ' ----------- -------------- � � --------------- � � --------------- � � --------------- I Critical Gap Module: MoveUp Time : 3 . 4 xxxx 2 .6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx , ------------ I --------------- 11 --------------- Capacity Module: Cnflict Vol : 1553 xxxx 436 xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 108 xxxx 832 xxxx xxxx xxxxx xxxx xxxx 873 xxxx xxxxx xxxxx 583 xxxx xxxxx ' Adj Cap: 0 . 97 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 104 xxxx 832 xxxx xxxx xxxxx xxxx xxxx == 583 xxxx xxxxx , ------------ I --------------- 11 --------------- 11 --------------- � � --------------- � Level Of Service Module: Stopped Del : 86 .4 xxxx 4 .4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6 .3 xxxx xxxxx LOS by Move: * + + + + + x * * B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 131 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx ' Shrd StpDel :xxxxx 73 .4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxx xxxxx xx xxxx xxxxx Shared LOS : * F + + + + + ApproachDel : 67 . 3 0 . 0 0 . 0 0 . 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach , MITIG8 Sat Au g 1 1998 09 : 28 : 50 Dage --------- ------ ------ ---- ------ -- ----------------- -- - - - - ------ - -- - - - - - - - - - Patton Station ' Opening Year Without Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #39 Central Ave . (NS) / Pacific St . (EW) #+#+x#*x*#****+##*xx#*xx#**+#*x#*xx#*x#*x#t#**x+x++**+x####**+#*x**++*+#*#+*+##• ' Average Delay (sec/veh) : 2 . 4 Worst Case Level Of Service : B x+++*x+x+++x+++xx+#xx*x++*x+++x*+t++#+*#++++x+x#x+++**++#+x+++*x*x++r+*+*++**++* Approach: North Bound South Bound East Bound west Bound Movement : L - T R L - T - R L - T - R L - T R ------------ I --------------- II ------------- Sign -- II - II Control : Stop Sign Sto p Si n Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ I --------------- II --------------- II ----------- --- ----- ----- --- - I Volume Module: Base Vol : 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 60 15 38 26 12 3 35 106 9 24 93 51 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 ' PHF Volume:. 83 20 53 35 15 4 40 122 11 34 132 72 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 20 53 35 15 4 40 122 11 34 132 72I ------------ I --------------- II --------------- II --------------- II --------------- Adjusted Volume Module: Grade : 0'k 0% 0%; 09, W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx X)= xxxX Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 91 22 58 39 17 5 II --44 122 11 37 132 72 Critical Gap Module: ------------- II --------------- ► MoveUp Time : 3 .4 3 . 3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 -1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 . 5 6 .5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ II --------------- II --------------- Capacity Module : Cnflict Vol : 379 405 127 405 374 168 204 xxxx xxxxx 133 xxxx xxxxx Potent Cap. : 639 669 1193 617 694 1138 1370 xxxx xxxxx 1482 xxxx xxxxx Adj Cap: 0 . 93 0 .94 1 . 00 0 . 89 0 . 94 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 597 631 1193 546 655 1138 1370 xxxx xxxxx 1482 xxxx xxxxx ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Stopped Del : 7 . 0 5 . 9 3 .2 7 . 0 5 . 6 3 . 2 2 . 7 xxxx xxxxx 2 .5 xxxx xxxxx LOS by Move: * * A * * A A + + A + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 603 xxxx xxxxx 575 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 7 .2 xxxx xxxxx 6 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B + + + + * + + + ApproachDel : 5 . 6 6 . 3 0 .7 0 .4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Sat Aug 1, 1998 09 : 29 : 59 Page ';- _ --------------------------------------------- --- ---- - - - - - - - - - -- - - - - - - - - - - - - - - - - - Patton Station , Opening Year Without Project PM Peak Hour --------------------------------------------------------------- ---- -- - - - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) +++xxx+xx++xx++++++++++++x++x++xx++x+xxxxx+++x++xx++++++xx++x++x++xx++xx+x+x+x+ Intersection #39 Central Ave . (NS) / Pacific St . (EW) Average Delay (sec/veh) : 2 . 6 Worst Case Level Of Service : x+++x++++xx++xxx+++xx++xx++xxx++xx+++x++xx++xx+++++xxxx++xxxx+xx+x+xxx+++xx+x+xx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------ ------ - Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1- - - - - 0 1 0 0 1 0 ------ - --- -- -- - � � - -- ---------- � � --------------- � � ------------- - - Volume Module: Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse: 74 13 105 41 12 8 17 121 36 37 79 29 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91 PHF Volume : 83 14 118 48 14 10 21 149 44 40 87 32 , Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 14 118 48 14 10 21 149 44 40 87 32 , ------------ I --------------- 11 --------------- I1 --------------- 11 --------------- Adjusted Volume Module : Grade: 0'k 0'k 0% 0'k W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1. 10 1 . 00 1. 00 ' Cycl/Cdr PCE: xxxx xxxx xxxx xxxx Xxxx xxxx X3= xxxx Trck/Cmb PCE:. xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 91 16, 130 53 15 11 23 149 44 44 87 32 ' ------------ --Module:----- Critical Gap -------- 11 ----------- ---- II --------------- --------------- � MoveUp Time: 3 .4 3 . 3 2 .6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx , Critical- - � � - � � - Gp: 6 .5 6 . 0 5 . 5 6 .5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx -------- --- -------------- -------------- -------------- -------------- � Capacity Module: Cnflict Vol: 347 351 171 401 357 103 119 xxxx xxxxx 193 xxxx xxxxx ' Potent Cap. : 667 714 1134 620 709 1228 1505 xxxx xxxxx 1387 xxxx xxxxx Adj Cap: 0 . 94 0 . 95 1 . 00 0 . 84 0 . 95 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move- -- - -- -- � � - -- Cap. : 627 680 1134 521 676 1228 1505 xxxx xxxxx 1387 xxxx-xxxxx ---- ----- --- --- ---- --- --------- � � --------------- � � --------- ----- �' Level Of Service Module: Stopped Del : 6 . 6 5 .4 3 .5 7 . 6 5 .4 3 . 0 2 .4 xxxx xxxxx 2 . 7 xxxx xxxxx LOS by Move: * * A + x A A * * A Movement : LT - LTR - RT LT. - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 634 xxxx xxxxx 548 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ' Shrd StpDel: 6 . 7 xxxx xxxxx 7 .4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * + B ApproachDel : 4 . 8 6 . 6 0 . 3 0 . 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , ' MITIG8 Sat Aug , 1998 09 :28 : 54 Page g - - ------------------------------------------------ --- ---- - --- - - - - -- - - - - - - - Patton Station Opening Year Without Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Operations Method (Base Volume Alternative) +xxx#xx+#+x+x++z++x#+zz+z++++x#z#++++z+++z+#x+#++#++z++++++x+++++++++x+++z+++rrx Intersection #9 Orange St . (NS) / Highland Ave. (EW) #x++++++++++xx++t x++#++x x++++xx+x+#xx+t x++#++xx+x++++++++++x+++++#x+++++++++++++ ' Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 301 Loss Time (sec) : 6 (Y+R 4 sec) Average Delay (sec/veh) : 6 . 7 Optimal Cycle: 60 Level Of Service: B ++x+++x++x++xxx++zxx+zx+zx++x++x++x++x*+z++++z+++++xx+x++x+++++++x++x+xx+x++x+++ Approach: North Bound South Bound East Bound West Bound' Movement : L T R L - T - R L - T - R L ------------ I ------------ _ _____ _ Control : Permitted II Permitted - II Permitted I Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 - ----------- I --------------- II --------------- II --------------- II --------------- I Volume Module: Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 61 105 21 147 119 68 38 298 _ 28 42 369 103 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 . 93 0 . 93 0 . 81 0 . 81 0 . 81 PHF Volume: 74 128 26 204 165 95 41 321 30 52 455 127 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 128 26 204 165 95 41 321 30 52 455 127 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : 74 128 26 204 165 95 41 321 30 52 455 127 ------------ I --------------- II --------------- II --------------- II --------------- i Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 83 0 . 17 1 . 00 0 . 63 0 .37 1 . 00 1 . 83 0 . 17 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1496 304 1700 1142 658 1700 3292 308 1700 3600 18001 ' Capacity Analysis Module: II ---- II --------------- Vol/Sat : 0 . 04 0 . 09 0 . 09 0 . 12 0 . 14 0 . 14 0 . 02 0 . 10 0 . 10 0 . 03 0 . 13 0 . 07 Crit Moves : +z++ ++++ ' Green/Cycle: 0 .48 0 .48 0 .48 0 .48 0 .48 0 .48 0 .42 0 .42 0 .42 0 .42 0 .42 0 .42 Volume/Cap: 0 . 09 0 .18 0 . 18 0 .25 0 .30 0 . 30 . 0 . 06 0 .23 0 .23 0 . 07 0 .30 0 . 17 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 5 .5 5 .7 5 .7 6 . 0 6 .2 6 . 2 6 . 7 7 .2 7 .2 6 . 7 7 .5 7 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 5 .5 5 . 7 5 . 7 6 . 0 6 . 2 6 .2 6 . 7 7 .2 7 .2 6 . 7 7 . 5 7 . 0 Queue: 1 1 0 2 2 1 0 3 0 1 5 1 +++++x++++z+++x+z++zz+zz+++++++zx+++x+++++x+x+++++z++z++z+z++z+++++zx+z+tz+z++zz Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach L MITIG8 Sat Aug 1, 1998 09 : 30 : 04 Daces ' ---------------------------- ----------------------- - - - -- - - - - - -- - - - - - - - - - - - - - - - - - Patton Station Opening Year without Project , PM Peak Hour -------------------------------------------------- - ----------'- -- - - - -- - - - - - -- -- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +#xtt**x+#t x***t+##*##tt t+tt+t+t*##+xx##+*+*t++*x+++#x*x++****+#r**xt+++ttt*trx Intersection 49 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 302 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 2 Optimal Cycle : 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ , --------------- , , -------------- , --------------- , , ----- ------ - --- y Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ' ------------ I --------------- 11 --------------- I1 --------------- --------------- � Volume Module : Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 , Initial Bse : 57 28 44 79 30 37 97 647 107 42 489 135 User Adj : 1 :00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 PHF Adj : 0 . 93 . 0 . 93 0 . 93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 . 96 0 .96 0 . 96 PHF Volume: 61 30 47 91 35 42 101 674 112 44 510 141- 1 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 61 30 47 91 35 42 101 674 112 44 510 141 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 61 30 47 91 35 42 101 674 112 44 510 141 , ------------ I --------------- --------------- --------------- Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 1 . 00 0 .39 0 . 61 1 . 00 0 .45 0 . 55 1 . 00 1 . 72 0 .28 1. 00 2 . 00 1. 00 Final Sat . : 1700 701 1099 1700 818 982 1700 3087 513 1700 3600 1800 ------------ I --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 04 0 . 04 0 . 05 0 . 04 0 . 04 0 . 06 0 .22 0 . 22 0 . 03 0 . 14 0 . 08 Crit Moves : *tt+ #,*# Green/Cycle : 0 .33 0 .33 0 .33 0 .33 0 . 33 0 . 33 0 . 57 0 .57 0 .57 0 .57 0 . 57 0 .57 ' Volume/Cap: 0 . 11 0 .13 0 .13 0 .16 0 . 13 0 . 13 0 . 10 0 .39 0 . 39 0. 05 0 .25 0 .14 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module : Delay/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 4 . 7 4 . 7 3 . 7 4 .3 4 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 Adj Del/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 0 9 . 0 3 . 9 4 . 7 4 . 7 3 . 7 4 .3 4 . 0 Queue: 1 0 1 1 0 0 1 6 1 0 4 1 , Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Sat Aug 1, 1998 09 :28 : 57 Page _ - : --------- ------------------- -- - ---- - - -- - -- - - -- - - - -- - - - - - ' Patton Station Opening Year Without Project AM Peak Hour ---------------------------------------- ----- ----- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) x+x*+*++xx*++x*++xx*++*++x+x++x+x*+x*++x++++x**x*+++x+x++++++x+x++++++++++x+++++ Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) +xxx*+x*+x*+xx+x*++x*+*+x*t+**x*++*+x*+++x*+++xx++++++x++x++++++++++++ Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 325 Loss+x*+*T***** ime (sec) : 12 (Y+R = 4 sec) Average- Delay (sec/veh) : 14 . 3 Optimal Cycle: 72 Level Of Service : B x**+x+xx**xxx*+x**#x*x+x*++x**+x+x*+x*++x+x*xx++x+x++xx++xx*+x+x+x**x*++*+xx*r++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T R L - T - R L ------------ I ------------- ___ _ Control : Protected Protected Protected II Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0- I 1 0 2 0 1 ------------ I --------------- II --------------- Volume Module : II -------------- I --------------- I Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 ' Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 : 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 76 114 46 40 127 127 87 237 102 39 306 38 User Adj : 1 ..00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 IPHF Volume : 89 ' 135 54 49 155 155 105 286 123 44 343 42 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 89 135 54 49 155 155 105 286 123 44 343 42 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 Final Vol . : 89 135 54 49 155 155 105 286 123 44 343 421 ------------ I --------------- II --------------- II --------------- II --------------- Saturation Flow Module: ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .40 0 . 60 1. 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2517 1083 1700 3600 18001 ------------ --------- I -sis -- II --------------- II --------------- Capacity Analysis Module: Vol/Sat : 0 . 03 0 . 07 0 . 03 0 . 03 0 . 09 0 . 09 0 Crit Moves : . 0 .11 0 . 11 0 . 03 0 .10 0 . 02 **** *+xx + . 06 06 +x++ Green/Cycle : 0 . 14 0 . 28 0 .28 0 . 14 0 . 28 0 . 28 0 . 14 0 . 28 0 .28 0 . 14 0 .28 0 .28 Volume/Cap: 0 .20 0 .27 0 . 11 0 . 21 0 .31 0 .31 0 .44 0 .41 0 .41 0 . 19 0 .34 0 . 08 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 17 . 8 13 .2 12 .5 17 . 8 13 . 3 13 .3 19 . 3 13 . 8 13 . 8 17 . 7 13 . 5 12 .4 User DelAdj : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 17 . 8 13 .2 12 . 5 17 . 8 13 . 3 13 . 3 19 . 3 13 . 8 13 . 8 17 .7 13 . 5 12 .4 Queue: 2 2 1 1 2 2 2 5 2 1 6 1 *+*++*++**+x*+x*+x*+x*+x*+x*xx++*++x*+x*+*++*+**+x+x*+x+x+++++*+xx+x+++*+x*x+++* ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 30 : 07 PaaA 1- _ , -------------- - -------------- --------------------- - ------ - - - - - - - -- - - - - - - - - - - - - - - Patton Station Opening Year Without Project PM Peak Hour -.----------------------------------------------------------- - --------- - - - - - -- - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 72 Critical Vol . /Cap . (X) : 0 . 442 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 7 Optimal Cycle: 72 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : -- I L- _--T -_ -R II -L - T - R II L - T - R L - T - R ---------- -------------- -------------- 11 ----- ---------- � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ' ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Volume Module : Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 142 98 119 50 64 87 80 546 142 86 452 39 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 85 .0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 . 94 '0 . 94 0 . 94 PHF Volume: 167 115 140 63 80 109 83 569 148 92 480 41 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 167 115 140 63 80 109 83 569 148 92 480 41 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' ' Final Vol . : 167 115 140 63 80 109 83 569 148 92 480 41 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1. 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 59 0 .41 1 . 00 2 . 00 1 . 00 Final- - Sat . : 3200 1800 1800 1700 1800 1800 1700 2857 743 1700 3600 1800 ----- ----- Capacity Analysis Module: Vol/Sat : 0 . 05 0 . 06 0 . 08 0 . 04 0 . 04 0 . 06 0 . 05 0 . 20 0 .20 0 . 05 0 .13 0 . 02 Crit Moves : **** ++** *+#* *++* ' Green/Cycle : 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 .14 0 .28 0 . 28 Volume/Cap: 0 .38 0 .23 0 .28 0 .27 0 . 16 0 .22 . 0 . 35 0 .72 0 . 72 0 .39 0 .48 0 . 08 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: ' Delay/Veh: 18 . 5 13 . 0 13 .2 18 . 1 12 . 7 12 . 9 18 .5 16 . 9 16 .9 18 . 8 14 .3 12 .4 User DelAdj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 18 .5 13 . 0 13 .2 18 . 1 12 . 7 12 . 9 18 . 5 16 . 9 16 . 9 18 . 8 14 . 3 12 .4 Queue : 3 2 2 1 1 2 2 11 3 2 8 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , IMITIG8--------- ------------Sat Aug 1, 1998 09 : 29 : 01 Paae ----------------- ----- - ---- --- - -- - - - - - - - - - - - - - - - Patton Station ' Opening Year Without Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Operations Method (Base volume Alternative) xxxxxx+xxxxx+++++x*+++++++**++++++x++xxx+xx+xxxxxx+xx+xxxxxx+xxxxxxxxx+xx+xx+x+x Intersection #47 Boulder Ave . (NS) / Highland Ave. (EW) ' xxx+xxxxxxxxxxxx*xxxxxxxxxxxxxx+xrt xxxxxx+xxxxxxxxxxxxxxxxxx+xxxxxxxt+xxxtxxt++xx Cycle (sec) : 78 Critical Vol . /Cap . (X) : 0 . 451 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 17 . 2 Optimal Cycle: 78 Level Of Service : C I xxxxxxxxx+xxxxxxx xxx+xx+xxx+*xx*x**x*xx*xxxxx+xxx+xxxxxxxx+xxxx**xxxx+xx+xxx+xxx Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R ------------ I --------------- II - _ Control : Protected Protected Protected Protected Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- II --------------- Volume Module: II '-------------- I � ------------___ I Base Vol : 152 112 27 74 126 92 70 91 203 109 309 163 . . OS 1 . 05 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 105 105 1 . 05 1 . ' Initial Bse : 160 118 28 78 132 97 74 96 213 114 324 171 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 94 0 . 94 0 .94 PHF Volume: 179 132 32 87 149 109 83 107 239 122 345 182 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 179 132 32 87 149 109 83 107 239 122 345 182 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 Final- - I - Vol . : 179-- ---- - II -- II -- II - 132 32 87 149 109 83 107 239 122 345 182 ----- ----- --- --- - ------------- ------------- -------------- I Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 1 . 00 1. 61 0 . 39 1 . 00 1.16 0 . 84 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1 . 00 Final Sat . : 1700 2898 702 1700 2079 1521 1700 3600 1800 1700 3600 18001 Capacity Analysis Module: -------------- II --------------- Vol/Sat : 0 . 11 0 . 05 0 . 05 0 . 05 0 . 07 0 . 07 0 . 05 0 . 03 0 . 13 0 . 07 0 .10 0 . 10 Crit Moves : **** +x+x xxxx x+xx Green/Cycle: 0 . 13 0 .32 0 .32 0 . 13 0 .32 0 .32 0 . 13 0 . 27 0 . 27 0 . 13 0 .27 0 .40 Volume/Cap: 0 . 82 0 .14 0 . 14 0 .40 0 .22 0 .22 0 .38 0 . 11 0 .49 0 .56 0 .36 0 .25 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 36 . 0 12 . 2 12 . 2 20 . 8 12 . 5 12 . 5 20 . 7 13 . 9 16 . 2 23 . 0 15 . 0 10 .2 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 36 . 0 12 .2 12 .2 20 . 8 12 . 5 12 . 5 20 . 7 13 . 9 16 .2 23 . 0 15 . 0 10 .2 Queue: 5 2 0 2 2 2 2 2 4 3 6 3 xxxx+x+xxx+x++xxxx+xx+x+xxx+x+xxxxxxxx+xxxx+xxxxxx+xxxx+x+x++x+x+xx+x++x+++x+x+x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Au g 1, 1998 09 : 30 : 10 page , ---------------- ------------------------------------------ - - - - - --- - - - - - - - - - - - - - - Patton Station Opening Year Without Project PM Peak Hour ------------------------------------------------------------------- - --- - - - - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) #+#x#+#+xxx+xx+*xxxxxxxx+x+xxx+x+x+xxx+##x+#x+##x++#x+####+#+#++++++###++###### Intersection 447 Boulder Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 78 Critical Vol . /Cap . (X) : 0 . 434 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 17 .4 Optimal Cycle: 78 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T -_ R L - T - R L - T - R ------------ I --------------- � � ------- - - -------------- Control : Protected Protected Protected Protected Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1- � 1 0 2 0 1 ------------ --------------- � � --------------- � � -------------- � --------------- Volume Module : Base Vol : 134 123 32 76 96 99 81 146 173 136 182 147 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 141 129 34 80 101 104 85 153 182 143 191 154 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 0 .93 0 . 93 0 . 93 0 . 90 0 . 90 0 .90 PHF Volume : 170 156 40 90 113 117 91 165 195 159 212 172 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 170 156 40 90 113 117 91 165 195 159 212 172 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 .00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Final Vol . : 170 156 40 90 113 117 91 165 195 159 212 172 ------------ --------------- --------------- --------------- 11 --------------- � Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 .94 1. 00 1. 00 0 . 94 1 . 00 1. 00 Lanes : 1 . 00 1 .59 0 .41 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1 . 00 Final Sat . : 1700 2865 735 1700 1800 1800 1700 3600 1800 1700 3600 1800 ------------ , --------------- , --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat : 0 . 10 0 . 05 0 . 05 0 . 05 0 . 06 0 . 07 0 . 05 0 . 05 0 . 11 0 . 09 0 . 06 0 .10 Crit Moves : **** +### **** **** Green/Cycle : 0 . 13 0 .32 0 .32 0 . 13 0 . 32 0 . 32 0 . 13 0 . 27 0 .27 0.13 0 .27 0 .40 , Volume/Cap: 0 . 78 0 . 17 0 . 17 0 .41 0 .20 0 . 20 0 .42 0 . 17 0 .40 0 .73 0 .22 0 .241 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module : Delay/Veh: 32 .3 12 . 3 12 .3 21. 0 12 . 4 12 .5 21 . 0 14 . 1 15 .4 29 . 0 14 .3 10 .1 User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 32 .3 12 .3 12 . 3 21 . 0 12 .4 12 .5 21 . 0 14 . 1 15 .4 29 . 0 14 .3 10 . 1 Queue : 4 2 1 2 2 2 2 3 4 #++##+#x+##+#x+#x+#x+xx++xxx+xxx+##x#x++x++x+#++#xxx+#xx+x#++xx+#++x+xx+xx+#++#+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , f 1 f 1 1 1 fAPPENDIX F OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS 1 (WITHOUT IMPROVEMENTS) 1 1 1 1 1 1 1 1 IMITIG8 Sat Au g 1, 1998 09 : 38 : 25 Page 1- : ---------- - ----------- -- ----- ---- --------------- ----- --------- - - - - - - - - - - - - - - - - - - .Patton Station Opening Year With Project AM Peak Hour ----------------------------------------------------------------------- - - - - - - - -- ' Level Of Service Computation Report 1994 HCM Operations Method (Future volume Alternative) **}**x xx#*+*#ttt+ttttt}*#x*ttt*tx}**#}+t#t}+*}t+*}++*}++*xtxt+t*+x**x#t**tt#+t++ Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) t++}++xx}*+++x+x*x++++++xt+xx#+t xt}+x*xx++*t tt}++t*t++*tt+++tr+#++trr+xx#++#trr* Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 502 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 9 Optimal Cycle : 60 Level Of Service : B *+***+*t*t##*+*tx+t+*x#+*x**#***x+tttx++tx+t}+*x}++tt}+*+#+tt+*+++txt+#xt#*tx**+ Approach: North Bound South Bound East Bound West Bound Movement : L T R L T - R L - T - R L - T - R ------------ I --------------- --------------- I1 --------------- - ---- --------- - � Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ I --------------- --------------- --------------- � � --------------- � Volume Module: Base Vol : 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 :05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 0 0 679 0 0 0 323 0 0 433 0 Added Vol : 0 0 0 65 0 0 0 27 0 0 22 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 745 0 0 0 351 0 0 455 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1. 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 PHF Volume: 0 0 0 942 0 0 0 394 0 0 568 0 IReduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 942 0 0 0 394 0 0 568 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : I 0 0 0 942 0 0 0 394 0 0 568 0 Saturation Flow Module------ --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------ I --------------- --------------- ----- Capacity Analysis Module : - � Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .29 0 . 00 0 . 00 0 . 00 0 . 11 0 . 00 0 . 00 0 . 16 0 . 00 Crit Moves : ++++ x#*t Green/Cycle: 0 . 00 0 . 00 0 . 00 0 . 59 0 . 00 0 . 00 0 . 00 0 .31 0 . 00 0 . 00 0 .31 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 .50 0 . 00 0 . 00 0 . 00 0 . 35 0 . 00 0 . 00 0 .50 0 . 00 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 10 . 3 0. 0 0 . 0 11. 1 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 10 .3 0 . 0 0 . 0 11 . 1 0 . 0 Queue : 0 0 0 9 0 0 0 5 0 0 8 0 1 +*t#+*t}++t}++xt}+*t+*ttt+*+t}*++}x+tt#*+x*tx#*tx*t+#*+t++}*+}*+++}t++}*++}*t++* Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 39 :41 Page 1 , - ---------------- ---- - - ---- - - -- ----- - - - - - - - - - - - - Patton Station Opening Year With Project PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 656 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 9 . 0 Optimal Cycle : 60 Level Of Service: B Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L T - R L - T R L - T R ------------ I --------------- --------------- 11 -------------- ------- -------- Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ --------------- --------------- - Volume Module: Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 0 0 904 0 0 0 860 0 0 675 0 Added Vol : 0 0 0 95 0 0 0 40 0 0 36 0 PasserByVol : 0• 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 999 0 0 0 900 0 0 711 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1. 00 0 . 95 1 . 00 PHF Volume: 0 0 0 1030 0 0 0 968 0 0 748 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1030 0 0 0 968 0 0 748 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 0 0 0 1030 0 0 0 968 0 0 748 0 Saturation Flow Module------ II --------------- II ------- - �, Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------ I --------------- --------------- ------------- Capacity Analysis Module : - � � ---------- Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 32 0 . 00 0 . 00 0 . 00 0 .27 0 . 00 0 . 00 0 .21 0 . 00 Crit Moves : *#t# x#*# Green/Cycle: 0 . 00 0 . 00 0 . 00 0 .49 0 . 00 0 . 00 0 . 00 0 .41 0 . 00 0 . 00 0 .41 0 . 00 Volume/Cap: - - -- 0 . 00 0 . 00 0 . 00 0 . 66 0 . 00 0 . 00 0 . 00 0 . 66 0 . 00 0 . 00 0 . 51 0 . 00 ----------- ---- ---- ---- Level Of Service Module: � � --------------- --------------- --------------- Delay/Veh: 0 . 0 0 . 0 0 . 0 8 . 1 0 . 0 0 . 0 0 . 0 10 . 0 0 . 0 0 . 0 8 . 8 0 . 0 ' User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 0 . o 0 . 0 0 . 0 8 . 1 0 . 0 0 . 0 0 . 0 10 . 0 0 . 0 0 . 0 8 .8 0. 0 Queue: 0 0 0 13 0 0 0 13 0 0 9 0 , x+*+#*#*t+x#x*#*x#+*+tt*+#xt+*x#*#}x#}*##x#x*}x}}t#++**tt*ttt#x+t+tt*tt+t*+#tttt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 38 : 31 Page ---------------------------------------------------- - - --- - --- - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak .Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 901 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32 . 0 Optimal Cycle : 120 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T R L - T - R L -------- --------- --------- Control : Protected Protected - II Protected II Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1_ � 1 0 2 1 0 ------------ --------------- � � --------------- � � -------------- � --------------- � r Volume Module: Base Vol : 246 119 66 29 273 314 76 613 285 130 835 124 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 258 125 69 30 287 330 80 644 299 137 877 130 Added Vol : 0 0 3 7 0 0 0 93 0 6 74 6 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 258 125 73 37 287 330 80 736 299 142 951 136 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 PHF Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 79 0 .79 0 . 79 PHF Volume: 397 192 112 44 337 388 100 920 374 180 1204 172 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 397 192 112 44 337 388 100 920 374 180 1204 172 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Ad3 : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 ' Final Vol . : 1 397 192 112 44 337 388 100 920 374 180 1204 172 Saturation Flow Module. ----- --------------- --------------- 11 --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 .94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 89 1. 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 2 . 00 2 . 00 1. 00 1. 00 2 . 62 0 .38 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4725 675 ------------ I --------------- --------------- ----------------II ------------ --- � Capacity Analysis Module : Vol/Sat : 0 . 23 0 . 11 0 . 06 0 . 03 0 . 19 0 . 22 0 . 03 0 .26 0 .21 0 . 11 0 .25 0 .25 Crit Moves : ***+ *##: *#,# #*#* Green/Cycle: 0 .26 0 .36 0 .36 0 . 13 0 .24 0 .24 0 . 08 0 .28 0 .28 0 .12 0 .32 0 . 32 Volume/Cap: 0 . 90 0 .29 0 .17 0 . 19 0 . 78 0 . 90 0 . 37 0 . 90 0 . 73 0 . 90 0 . 80 0 . 80 ---- II II --------------- --------------- Level Of Service Module- � � � Delay/Veh: 42 . 7 17 . 6 16 . 7 29 . 8 30 . 7 38 . 0 34 . 1 34 .5 28 . 8 60 . 0 26 .2 26 . 2 User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 42 . 7 17 . 6 16 . 7 29 . 8 30 . 7 38 . 0 34 . 1 34 .5 28 . 8 60 . 0 26 .2 26 .2 Queue : 15 5 3 1 11 15 3 32 12 8 38 6 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1- 1998 09 :48 : 31 Page 1_ _ 1 ------------------------------------ ------ -- - - - - - Patton Station Opening Year With Project PM Peak Hour ----------------------------------------------------------------------- - -- - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) **+#******x**#x+*tx4txxx x#***xx+**x x*++++#*tx tt+4***+**++#*tt+t##tt*+#t##tt####t Intersection #4 Arden Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 95 Critical Vol . /Cap. (X) : 0 . 815 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 35 . 5 Optimal Cycle : 95 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ - _------------ ---------- --------------- � _ II _ ---_ II II _-------------- Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------ , --------------- „ --------------_ „ --------------- „ --------------- , r Volume Module : Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 Initial Bse: 142 85 35 83 182 137 300 1104 349 156 1154 177 Added Vol : 0 0 5 10 0 0 0 134 0 9 121 9 PasserByVol : 0 0 0 0 0 0 0 0 0 0 _ 0 0 Initial Put : 142 85 40 93 182 137 300 1238 349 165 1275 186 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 0 . 75 0 .75 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 .87 0 .87 0 . 87 PHF Volume: 189 113 53 103 202 152 341 1406 396 190 1465 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 'Reduced Vol : 189 113 53 103 202 152 341 1406 396 190 1465 214 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 Final Vol . : 189 113 53 103 202 152 341 1406 396 190 1465 214 ------------ Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 89 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1.14 0 . 86 2 . 00 2 . 00 1 . 00 1.00 2 .62 0 .38 Final Sat . : 1700 1800 1800 1700 2054 1546 3200 3600 1800 1700 4712 . 688 ------------ I ----a---------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 11 0 . 06 0 . 03 0 . 06 0 . 10 0 . 10 0 . 11 0 . 39 0 . 22 0 . 11 0 .31 0 .31 Crit Moves : **** xx## x**+ +xxx Green/Cycle: 0 . 11 0 .29 0 .29 0 . 11 0 .28 0 .28 0 . 12 0 .38 0 .38 0 .11 0 .36 0 .36 Volume/Cap: 1 . 04 0 .22 0 . 10 0 . 57 0 . 35 0 . 35 0 . 86 1 . 04 0 .59 1 . 04 0 . 86 0 . 86 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 92 .3 16 . 8 16 .2 29 .3 17 . 5 17 . 5 38 . 8 49 . 0 16 .3 92 . 1 21.4 21.4 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/veh: 92 .3 16 . 8 16 .2 29 . 3 17 . 5 17 . 5 38 . 8 49 . 0 16 .3 92 . 1 21 .4 21 .4 Queue: 9 2 1 3 4 3 11 53 9 9 38 7 #xx+#xx++xx*+xtx+xxxx#xxx+*xtx#xxxx**x*+#xxx+xx+*x++xx+*xxx++xx+*x+x+xxx#xxx+xxx ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 i IMITIG8 Sat Aug 1, 1998 09 : 38 : 36 -------- ----- ------------ ---------------- --------- Page Patton Station Opening Year with Project ---------------------------------AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) rxt xxt xxt+xxx##xt xt#txtt t*+#+t++x+t x#t#x#t+#x+t+x++txxtxttxxtx#t+t+x++++x+x+rx+x Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) x+++rx+t+#xxxx+xxx+t x++xx+x+xt+x++x++++*x+++++tt+txxtt+t+xt+x+xtx++xt+r+txx++tx. 1 Average Delay (sec/veh) : 1 . 5 Worst Case Level Of Service : B r+t x+t xtt x+xxt+t x+xx+xxt x+t x+t x+t x+x+t xx+xtt++x++xxxxtxxxt+xx+ttx++xt*xttxtxxexx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T ------------ -------------- _ _ Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ Volume Module . -------------- --------------- --------------- --------------- � Base Vol : 0 402 99 207 442 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 422 104 217 464 0 0 0 0 0 0 0 Added Vol : 0 3 0 3 3 0 0 0 0 0 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 426 104 220 467 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' PHF Volume: 0 560 137 272 576 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 560 137 272 576 0 0 0 0 0 0 0 Adjusted Volume Module: Grade: 0%. 0%- 0� 0%.W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 ' Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 560 137 299 576 0 0 0 0 0 0 0 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I - Capacity Module: "" ---- � Cnflict Vol : xxxx xxxx xxxxx 697 xxxx xxxxx xxxx Potent Cap. : xxxx xxxx xYYYx 725 �C?CXX 7xOC7C]xC xxr xxxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxx xxxxx Move Ca xxxx xxxxx xxxx xxxx xxxxx Cap. : xxxx xxxx xxxxx 725 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ----------- ------- Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 7 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : * * t B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx XXXx 7C xxxx xxxx �(](RT Shrd StpDel :xxxxx xxxx xxxxx xxxxx xx7Cx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxxxx Shared LOS : * + x x + x x + t # t # ApproachDel : 0 . 0 2 . 7 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach c u MITIG8 Sat Au g - 1 1998 09 : 39 : 54 Page , _ _ , ------------ ---- -- --- - ----------- -- --- -------- ----- - - - -- - - - - - - - - -- - - - - - - - Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------- ------------ ---- -- - -- - - - - --- -- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 1 . 7 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ------------ --- ---- - -------- -- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 .0 0 0 , ------------ I --------------- --------------- --------------- --------- ----- - � Volume Module: Base Vol : 0 238 70 330 419 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 Initial Bse: 0 250 74 347 440 0 0 0 0 0 0 0 Added Vol : 0 5 0 4 4 0 0 0 0 0 0 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 255 74 351 444 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 0 . 86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Volume: 0 ' 296 85 377 478 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 296 85 377 478 0 0 0 0 0 0 0 Adjusted Volume Module: Grade: 0lk 0%. 096 Og $ Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx $ Truck/Comb: xxxx xxxx X.2= xxxx X=K xxXX X)= xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1.10 1 . 10 1. 10 1 . 10 1 . 10 Cycl/Car PCE: XXXX xxXX X.)= xxxx xxxx XXxx XXXx XYYY Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 296 85 415 478 0 0 0 0 0 0 0 Critical Gap Module : MOVeUp Time:xxxxx xxxx XYYYY 2 . 1 xxxx XYYYY xxxxx xxxx xxxxx XYYYY xxxx xxxxx Critical Gp:xxxxx xxxx-xxxxx 5_5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ --------------- --------------- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 382 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1069 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1. 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move- -- - - � � Cap. : xxxx xxxx xxxxx 1069 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx-xxxxx , ---- ----- ---- ---- ----- � � --------------- --------------- � � - ------ ----- � Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 5 .2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ' LOS by Move: * + t B t # t t x t t t Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XYYY xxxxx Shared LOS : * * t * } + t + t t t t ApproachDel : 0 . 0 2 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 'S MITIGB Sat Aug 1, 1998 09 : 50 : 18 Page 1- 1 - ------------------------------------------------------ - ---- - --- --- - -- - - - - - - - - - - Patton Station Opening Year With Project AM-Peak Hour -------------------------------- - ------------------------------------ - - --- - - - Level Of Service Computation Report 1t 1994 HCM Operations Method (Future Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) **#+xt+++x*t++#**+#+#x***+**##x*t++x*t++xx#x*xxt*+#x*xx**+++t*#x#*xxx++x*+t+xttr Cycle (sec) : 95 Critical Vol . /Cap. (X) : 0 . 516 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 3 Optimal Cycle : 95 Level Of Service: C *+x*#+*x**++xx**x*##xxx+++*+++x***#+*#+x*x*#+*##**#++##x**#++**#+++#**#+x*x++#*# Approach: North Bound South Bound East Bound West Bound; Movement : L T R L T R L T R L - T - R ------------ I --------------- --------------- 11 --------------- 11 - aControl : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 a ------------ --------------- --------------- --------------- --------------- Volume Module: Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 OInitial Bse.: 217 17 116 17 0 17 12 675 0 0 909 14 Added Vol : . 0 0 3 0 0 0 0 103 0 0 85 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 217 17 119 17 0 17 12 778 0 0 994 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 81 0 .81 0 . 81 0 . 80 1 . 00 0 . 80 0 . 78 0 . 78 1 . 00 1 . 00 0 . 81 0 . 81 PHF Volume: 268 21 146 21 0 21 15 998 0 0 1228 17 aReduct Vol : 0 0 0 0 0 0 , 0 0 0 0 0 0 Reduced Vol : 268 21 146 21 0 21 15 998 0 0 1228 17 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Add : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 Final Vol. : 1 268 21 146 21 0 21 15 998 0 0 1228 17 Saturation Flow Module : ----- II --------------- II --------------- Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1. 00 0 .94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1. 00 1 . 00 Lanes : 2 . 00 0 .13 0 .87 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 .97 0 . 03 Final Sat. : xxxx 226 1574 1700 0 1800 1700 3600 0 0 3551 49 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 09 0 . 09 0 . 01 0 . 00 0 . 01 0 . 01 0 .28 0 . 00 0 . 00 0 .35 0 .35 Crit Moves : ***+ +*** *##+ *x+* Green/Cycle: 0 .34 0 .34 0 . 34 0 .23 0 . 00 0 .23 0 . 11 0 .54 0 . 00 0 . 00 0 .43 0 .43 Volume/Cap: 0 . 00 0 .2B 0 .28 0 . 05 0 . 00 0 . 05 0 . 08 0 . 52 0 . 00 0 . 00 0 .80 0 . 80 ------------ I --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 26 . 8 14 . 9 14 .9 18 . 3 0 . 0 18 . 3 24 . 8 9 . 3 0 . 0 0 . 0 17 .4 17 .4 User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 26 . 8 14 . 9 14 . 9 18 . 3 0 . 0 18 . 3 24 . 8 9 .3 0 . 0 0 . 0 17 .4 17 .4 Queue : 8 0 3 0 0 0 0 17 0 0 29 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach a MITIG8 Sat Aug 1, 1998 09 :49 : 15 Page ---------------------------------------------- -------- - - -- - -- -- - - - - - - - - - - - - - - - - - Patton Station Opening Year with Project PM Peak Hour ---------------------------------------------------------------------- - - - ------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xx+++x+xxxx+x+++#+++++++++++++xxx++xx++#+xx++xx+x++#++#xx+++++x+rx+r+++rxx+++xxx Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) xxxxxxx+x+xxxxxx++xxx+++xxx+++x++xx+xxxxxx+x+++xxxx+xx++xxxxx+xxxtxxxx+xxxxxxxxx i Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 635 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 6 Optimal Cycle : 120 Level Of Service: C xxx+xxxxxxx++x+xxxxx+++xxxx+++##xx++xx++#x++xx+++x+x+xx++++xxx#x++rxx+xxxx+txxrt Approach: North Bound South Bound East Bound west Bound Movement : I -L- _ -T -_ -R- II L - T - R L - T - R L - T - R --------- - -------------- 11 --------------- II ---------- ---- Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- --------------- „ --------------- „ --------------- I Volume Module : Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 256 13 122 16 0 18 23 1213 0 0 1209 19 Added Vol : 0 0 5 0 0 0 0 149 0 0 139 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 256 13 127 16 0 18 23 1362 0 0 1348 19 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 94 0 .94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 . 91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume : 273 13 135 24 0 27 25 1496 0 0 1624 23 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 273 13 135 24 0 27 25 1496 0 0 1624 23 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 Final Vol . : 273 13 135 24 0 27 25 1496 0 0 1624 23 Saturation Fiow Module------ --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 .00 1 .97 0 . 03 Final Sat . : xxxx 158 1642 1700 0 1800 1700 3600 -OII ---0-3550----50I ------------ -------- Capacity Analysis Module Vol/Sat : 0 . 00 0 . 08 0 . 08 0 . 01 0 . 00 0 . 01 0 . 01 0 .42 0 . 00 0 . 00 0 .46 0 .46 Crit Moves : **** x+++ x+x+ x++* Green/Cycle : 0 .28 0 .28 0 .28 0 . 18 0 . 00 0 . 18 0 . 08 0 . 62 0 . 00 0 . 00 0 .53 0 . 53 Volume/Cap: 0 . 00 0 .29 0 .29 0 . 08 0 . 00 0 . 08 0 . 18 0 . 67 0 . 00 0 .00 0 . 86 0 . 86 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 34 .4 21. 8 21 . 8 26 .2 0 . 0 26 . 2 33 . 1 10 .3 0 . 0 0. 0 18 .5 18 .5 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 34 .4 21 . 8 21. 8 26 . 2 0 . 0 26 . 2 33 . 1 10 . 3 0 . 0 0. 0 18 . 5 18 .5 Queue : 11 0 4 1 0 1 1 33 0 0 49 1 xx++x+++x++xx++xxx+xx+++xx+xx++xx++xx++xxx+xxx+xxxx*++x+t++x++++*++xx*+xxx++xx+x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGS Sat Aug- - 1, 1998 09 : 38 :45 Page -- -- ------- -- - ---- - - --- - - --- - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour Level Of Service Computation Report �{ 1994 HCM Operations Method (Future Volume Alternative) Intersection #6 Victoria Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 . 436 LOSS Time (sec) : 12 (Y+R 4 Sec) Average Delay (sec/veh) : 16 . 3 Optimal Cycle: 71 Level Of Service : C }+}##xx##*+t*#t+Y* Q Approach: North Bound South Bound East Bound w#est Bound Movement : L T R L T - R L - T - ------------ I --------------- - nControl : Prot+Permit II Prot+Permit II Protected Rights : Include Include Include Protected Il Min. Green: 10 22 22 10 22 22 10 17 17 Include Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1100 27 0 17 Q Volume Module: II --------------- II -------------- - I Base Vol : 64 54 32 23 169 51 16 296 35 33 393 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 27 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 67 57 34 24 177 54 17 311 31 35 413 28 Added Vol : 0 0 48 17 0 0 0 106 " 0 39 85 14 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 67 57 82 41 177 54 17 417 37 73 498 42 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 . 93 0 . 93 0 . 93 0 . 76 0 . 76 0 . 76 PHF Volume: 84 71 102 50 216 65 18 449 40 96 655 55 �. Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 84 71 102 50 216 65 18 449 40 96 655 55 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 84 71 102 50 216 65 18 449 40 96 655 55 ------------ -------------- II --------------- I Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lanes : Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 84 0 . 16 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3306 294 1700 3600 1800 ------------ ------- ________ ---- ------------- Capacity Analysis module: I '--- II ----'-'-'------ I Vol/Sat : 0 . 00 0 . 04 0 . 06 0 . 00 0 .12 0 . 04 Crit Moves : 0 . 01 0 .14 0 . 14 0 . 06 0 . 18 0 . 03 +*** #### . #x#+ Green/ **#+ Cycle: 0 .49 0 .31 0 .31 0 .49 0 . 31 0 .31 0 . 14 0 .24 0 . 24 0 . 14 0 .24 0 .24 volume/Cap: 0 . 00 0 . 13 0 . 18 0 . 00 0 . 39 0 . 12 0 . 08 0 .57 0 .57 0 .40 0 . 76 0 . 131 ------------ __________ --------------- II --------------- II - Level Of Service Module: --------------- 0 . 13 17 . 8 11 .4 11 . 6 17 .4 12 . 6 11 .3 17 . 1 16 . 0 16 . 0 18 . 6 19 . 0 13 . 7 User DelAdj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 17 . 8 11 .4 11 . 6 17 .4 12 . 6 11 .3 17 . 1 16 . 0 16 . 0 18 . 6 19. 0 13 . 7 Queue : 2 1 1 1 3 1 0 8 1 2 13 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 51 : 25 Page 1- : ------------------ - --- -- ------------------- - --------- - - - - -- - - - - - -- - - - - - - - - - - - - - - Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------- - - -- - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +t+rt+++*x**t tttttt*ttttt+t+#**t r#xtt+tttt+tt+#+x txr++x+x+**t+*x**t+tt*xrxr#rrxx Intersection 46 Victoria Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 75 Critical Vol . /Cap. (X) : 0 . 563 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 22 . 3 Optimal Cycle: 75 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L -_--T- _--R L - T - R L - T - R --------- -------------- ------------ --- ---- � Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- -------- ------- � , Volume Module: Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 34 143 46 39 112 25 58 716 74 45 576 47 Added Vol : 0 0 70 25 0 0 0 154 0 63 139 22 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 34 143 116 64 112 25 58 870 74 108 715 69 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 88 0 . 88 0 . 88 0 . 99 0 . 99 0 . 99 0. 93 0 . 93 0 .93 PHF Volume: 41 174 142 73 128 29 58 879 74 116 769 74 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 41 174 142 73 128 29 58 879 74 116 769 74 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 MLF Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : J 41 174 142 73 128 29 58 879 74 116 769 74 Saturation Flow Module: ----- II II ----- II ----------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1. 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 Lanes : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 84 0 .16 1. 00 2 . 00 1. 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3320 280 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 10 0 . 08 0 . 00 0 . 07 0 . 02 0 . 03 0 .26 0 . 26 0 . 07 0 .21 0 . 04 Crit Moves : ***+ ++tt ++t+ tt+t Green/Cycle : 0 .47 0 .29 0 .29 0 .47 0 . 29 0 . 29 0 . 15 0 .28 0 .28 0 . 13 0.26 0 .26 Volume/Cap: 0 . 00 0 .33 0 .27 0 . 00 0 . 24 0 . 05 0 .22 0 . 95 0 . 95 0 .51 0 . 82 0 . 16 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 18 . 6 13 .5 13 .2 19 . 0 13 . 1 12 .3 18 . 1 29 .4 29 .4 21 . 1 21 . 0 13 . 8 User DelAdj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 18 . 6 13 .5 13 .2 19 . 0 13 . 1 12 .3 18 . 1 29 .4 29 .4 21 .1 21 . 0 13 . 8 Queue: 1 3 2 1 2 0 1 22 3 2 16 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 6 MITIG8 Sat Aug 1, 1998 09 :38 : 49 Page 1- - --------------------------- ------ - ------- - -- - -- - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour ----------------------------------------------------- - --- --- - - - - -- -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +++++xx++x++++*+++++++++++x+x++x++x+*+++++++++x+x+++x++++++x++++++++x++++x++xxxx Intersection #50 Victoria Ave . (NS) / Pacific St . (EW) I x+x++xx+xx++x+++++++x++x+++x+xxx+x++++r+x++++x+xx++++++++x+rxx++++++++++x+xx++++ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 527 LOSS Time (sec) : 9 (Y+R 4 sec) Average Delay (sec/veh) : 11 .4 Optimal Cycle: 60 Level Of Service : g ++x++x*++xx++x++xx+++x+x++x+++x*x++xx+t++x+xx++++x++x++xxx+x+++++++x+x++++x++xrx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T R L - T - R L ------------ I --------------- II ------ - II ----Perm - Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1- I 0 0 1! 0 0 ------------ I --------------- II --------------- Volume Module: II I "-"--------" I Base Vol : 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 :05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 96 290 38 86 218 46 32 227 167 36 120 63 Added Vol : . 0 34 0 0 28 8 10 0 0 0 0 :0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 96 324 38 86 246 54 42 227 167 36 120 63 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 94 0 . 94 0 . 94 0 . 82 0 . 82 0 . 82 0 .91 0 .91 0 .91 PHF Volume: 101 341 40 92 262 58 51 277 204 39 132 69 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 101 341 40 92 262 58 51 277 204 39 132 69 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Add : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 Final Vol . : 101 341 40 92 262 58 51 277 204 39 132 69 Saturation Fl 1 ow Module: ----- II --------------- II --------------- II --------------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 1 . 00 0 . 90 0 . 10 1 . 00 0 . 82 0 . 18 0 . 16 0 . 84 1 . 00 0 . 16 0 .55 0 .29 Final Sat . : 1700 1611 189 1700 1474 326 280 1520 1800 293 990 517 - ------------ --------------- _ _ _ --------------- ---- -------- ----- I Capacity Analysis Module : II ------" Vol/Sat : 0 . 06 0 .21 0 .21 0 . 05 0 .18 0 . 18 0 . 18 0 . 18 0 . 11 0 . 13 0 . 13 0 . 13 Crit Moves : *+xx *x*+ x++x Green/Cycle : 0 .19 0 .37 0 .37 0 .17 0 . 34 0 . 34 0 . 32 0 .32 0 . 32 0 . 32 0 .32 0 . 32 Volume/Cap: 0 . 31 0 . 58 0 .58 0 . 32 0 . 52 0 .52 0 . 58 0 .58 0 .36 0 .42 0 .42 0 .42 ---- II --------------- II --------------- II --------------- Level Of Service Module- I Delay/Veh: 13 . 7 10 .8 10 . 8 14 . 5 10 . 8 10 . 8 12 .2 12 . 2 10 .4 10 . 8 10 .8 10 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 13 . 7 10 . 8 10 . 8 14 .5 10 . 8 10 . 8 12 .2 12 . 2 10 .4 10 . 8 10 . 8 10 . 8 Queue : 1 5 1 1 4 1 1 4 3 1 2 1 ++x+x*++++x++x+++x++x*x++x++*+x++*++*++++x*+x+x+x+xx+++x++++++x+++x++x*xx+++x+++ ITraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach i 1 MITIG8 Sat Aug 1, 1998 09 :40 : 02 page - - - ------------ -------------- ------ -- ------------------ - - -- - - - - - - - -- - - - - - - - - - - - - - - - Patton Station , Opening Year With Project PM Peak Hour ---------------------------------------------------------- - --'- --- - - -- - - - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #50 Victoria Ave . (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 507 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 10 . 9 Optimal Cycle: 60 Level Of Service: g Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- I1 ------------- -------- ------ Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 ------------ I --------------- 11 --------------- 11 --------------- � � ----------- ---- Volume Module: Base Vol : 77 189 36 68 279 43 26 101 94 20 162 28 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 81 198 38 71 293 45 27 106 99 21 170 29' Added Vol : - 0 50 0 0 45 13 15 0 0 0 0 0 PasserByvol : 01 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 81 248 38 71 338 59 42 106 99 21 170 29� User Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 91 0 .91 0 . 91 0 . 90 0 . 90 0 . 90 0 . 88 0 . 88 0 . 88 0 . 91 0 . 91 0 . 91 PHF Volume: 89 273 42 79 375 65 48 121 112 23 187 32 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 89 273 42 79 375 65 48 121 112 23 187 32 PCE Adj : 1 . 00 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 89 273 42 79 375 65 48 121 112 23 187 32 ------------ --------------- 11 --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 1 . 00 0 .87 0 . 13 1 . 00 0 . 85 0 . 15 0 .28 0 . 72 1 . 00 0 . 10 0 . 77 0 . 13 Final Sat . : 1700 1560 240 1700 1534 266 511 1289 1800 171 1391 238 ------------ ---- ---- ----------- ----- ----------- Capacity Analysis Module: Vol/Sat : 0 . 05 0 .17 0 .18 0 . 05 0 .24 0 . 24 0 . 09 0 . 09 0 . 06 0 . 13 0 . 13 0 . 13 Crit Moves : **** ***# Green/Cycle: 0 . 17 0 .39 0 . 39 0 .21 0 .43 0 .43 0 . 25 0 .25 0 .25 0 .25 0 .25 0 .25 Volume/Cap: 0 .31 0 .45 0 .45 0 .22 0 . 56 0 .56 0 . 38 0 .38 0 .25 0 .54 0 .54 0 .541 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 14 .4 9 .2 9 .2 12 . 6 9 . 0 9 . 0 12 . 3 12 .3 11 . 7 13 . 6 13 . 6 13 . 6 I User DelAdj : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 Adj Del/Veh: 14 .4 9.2 9 .2 12 . 6 9 . 0 9 . 0 12 . 3 12 . 3 11 . 7 13 . 6 13 . 6 13 .6 Queue: 1 3 1 1 5 1 1 2 2 0 3 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 38 : 54 Page 1 ----------- ------ ---- ------ ----------- ---- - - ------ --- - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #54 Victoria Ave . (NS) / Baseline St . (EW) xx+xx*+x#+x#+xx+++++x####++x#+++#x+xx#x#x x+++x#r+x+x###+#+######+#+x###*#+xxxxrr Cycle (sec) : 69 Critical Vol . /Cap . (X) : 0 . 594 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 8 Optimal Cycle: 69 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L ------------ ------------ --------- ---------Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 -------- --------------- II --------------- --------------- --------------- � Volume Module: Base Vol: 52 232 28 140 356 96 68 280 32 72 392 124 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 i . 05 Initial Bse: 55 244 29 147 374 101 71 294 34 76 412 130 Added Vol : 0 17 0 0 14 14 17 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 55 261 29 147 388 115 89 294 34 76 412 130 User Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 79 0 . 79 0 . 79 0 . 75 0 . 75 0 . 75 0 . 74 0 . 74 0 .74 0 . 78 0 . 78 0 . 78 PHF Volume: 69 330 37 196 517 153 120 397 45 97 528 167 iReduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 69 330 37 196 517 153 120 397 45 97 528 167 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 69 330 37 196 517 153 120 397 45 97 528 167 ------------ Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 80 0 .20 1. 00 1 .54 0 .46 1 . 00 1. 80 0 .20 1 . 00 1 .52 0 .48 Final Sat . : 1700 3237 363 1700 2778 822 1700 3233 367 1700 2735 865 ------------ ---------- 11 ---- ----- ----------- Capacity Analysis Module: ----- Vol/Sat : 0 . 04 0 .10 0 . 10 0 . 12 0 . 19 0 . 19 0 . 07 0 . 12 0 .12 0 . 06 0 .19 0 . 19 Crit Moves : **** +#xx #+x# +*++ Green/Cycle: 0 . 14 0.28 0 .28 0 .14 0 . 28 0 .28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 Volume/Cap: - - 0 .28 0 .37 0 .37 0 . 80 0 . 68 0 . 68 0 .49 0 .47 0 .47 0 .39 0 . 74 0 . 74 ----------- ---- ---------- --------------- Level Of Service Module : Delay/Veh: 17 .2 13 .1 13 . 1 29 . 5 15 . 7 15 . 7 18 . 8 14 .2 14 .2 17 . 8 17 .3 17 . 3 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 ` Adj Del/Veh: 17 .2 13 . 1 13 . 1 29 . 5 15 . 7 15 .7 18 . 8 14 .2 14 .2 17 . 8 17 .3 17 . 3 Queue : 1 5 1 5 9 3 2 7 1 2 10 4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Sat Aug 1, 1998 09 :40 : 06 Page --------------------------------- ------ ---- ---------- -- - ------ ----- - - - - - - - - - - - - - Patton Station Opening Year with Project PM Peak Hour ----------------------------------------------------------------- -- - - - -- - - - - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #54 Victoria Ave . (NS) / Baseline St . (EW) Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 643 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17 . 2 Optimal Cycle : 69 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 - -------------- � Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- Volume Module : Base Vol : 100 396 136 108 216 88 116 424 72 40 328 88 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 105 416 143 113 227 92 122 445 76 42 344 92' Added Vol : 0 25 0 0 22 22 25 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 105 441 143 113 249 115 147 445 76 42 344 921 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 70 0 .70 0 . 70 0 . 93 0 . 93 0 . 93 0 . 89 0 . 89 0 . 89 0 . 93 0 .93 0 . 93 PHF Volume: 150 630 204 122 268 123 165 500 85 45 370 99 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 150 630 204 122 268 123 165 500 85 45 370 99 _ PCE Adj : 1 . 00 1.00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Add : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : 150 630 204 122 268 123 165 500 85 45 370 99� ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 Lanes : 1 . 00 1 .51 0 .49 1 . 00 1 .37 0 . 63 1 . 00 1.71 0 .29 1 . 00 1 .58 0 .42 Final Sat . : 1700 2719 881 1700 2468 1132 1700 3077 523 1700 2840 ---760 ------------ -------------- ---------- ---------- Capacity Analysis Module: Vol/Sat : 0 . 09 0 .23 0 . 23 0 . 07 0 . 11 0 . 11 . 0 . 10 0 . 16 0 . 16 0 . 03 0 . 13 0 . 13 Crit Moves : **** ***+ ++++ ++++ Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 . 26P Volume/Cap: 0 . 61 0 . 84 0 . 84 0 . 50 0 .39 0 . 39 0 . 67 0 . 62 0 . 62 0 . 18 0 . 50 0 . 50 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 20 . 9 19 .9 19 . 9 18 . 9 13 . 3 13 . 3 22 . 7 15 .5 15 . 5 16 . 8 14 .4 14 .411 User DelAdj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 001r AdjDel/Veh: 20 . 9 19 . 9 19 . 9 18 . 9 13 . 3 13 . 3 22 . 7 15 .5 15 .5 16 . 8 14 .4 14 .4 Queue: 3 13 5 2 4 2 3 9 2 1 6 21 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 52 : 29 Page 1- : ------------------------ ------ ------------------- --- ----- - - -- --- - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour ----------------------------------------------------------------------------- - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) +*+****#+**+++x+**++x+r+*++#*xxx+*x++*+*++++x+++*xxx+++++++++*tx++++++#*+xr+*rrr Cycle (sec) : 70 Critical Vol . /Cap. (X) : 0 . 589 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 4 Optimal Cycle : 70 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------ --------- ----------- --- � ■ Control : Permitted Permitted Protected Protected i Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 41 1 15 27 1 37 167 355 41 7 432 98 Added Vol: 138 3 66 0 3 0 0 0 172 82 0 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 179 4 81 27 4 37 167 355 213 89 432 98 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 55 0 . 55 0 .55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 .69 0 . 79 0 . 79 0 . 79 PRY Volume: 325 7 147 33 5 45 242 514 309 113 546 124 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 325 7 147 33 5 45 242 514 309 113 546 124 PCE Ad! : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.. 00 1 . 00 MLF Ad] : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 325 7 147 33 5 45 242 514 309 113 546 124 ------------ Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 Lanes : 0 .98 0 . 02 1 . 00 0 . 87 0 .13 1. 00 1 . 00 2 . 00 1 . 00 1. 00 1.63 0 .37 Final Sat . : 1762 38 1800 1563 237 1800 1700 3600 1800 1700 2934 666 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 18 0 . 18 0 . 08 0 . 02 0 . 02 0 . 03 0 . 14 0 . 14 0 . 17 0 . 07 0 .19 0 . 19 Crit Moves : **** +++x #+x+ Green/Cycle : 0 .31 0 . 31 0 . 31 0 .31 0 .31 0 . 31 0 .24 0 . 33 0 .33 0 .22 0 .32 0 .32 Volume/Cap: 0 .59 0 .59 0 .26 0 . 07 0 . 07 0 . 08 0 .59 0 .43 0 .51 0 .30 0 .59 0 .59 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 14 .2 14 .2 11 . 6 10 . 9 10 . 9 10 . 9 16 . 8 11 . 8 12 .7 14 . 8 13 . 6 13 . 6 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 14 . 2 14 .2 11 .6 10 . 9 10 . 9 10 . 9 16 . 8 11 . 8 12 .7 14 . 8 13 . 6 13 .6 Queue : 6 0 2 0 0 1 4 8 5 2 9 2 xx+x#x++#+x++xx*+x+++xxx+x*+xx*+#++x++#++#x+#x+++x+#xx+#x+x+++x+++++++#++#xx+x++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 53 : 33 Page 1- 1 ------- -------------- ------- - -- - ---------------- - ----- - - -- - - - --- - - - - - - - - - - - - - - - - • Patton Station Opening Year With Project R PM Peak Hour J� -------------------------------------------------------------------- ---- - - - -- - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xx++xx++++xx++x#xx++++#+++++xx+x#xxxxx+++#xxx+x++*###++x++}++}+xxx}+**}+#+#}+## Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 70 Critical Vol . /Cap. (X) : 0 . 594 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 1 Optimal Cycle : 70 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L _ T - R L - T - R L - T R ------------ ------------ ------- - Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- �� Volume Module : Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 65 2 32 109 1 185 46 722 61 6 687 14 Added Vol : 225 4 108 0 5 0 0 0 249 120 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 290 6 140 109 6 185 46 722 310 126 687 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 71 0 .71 0 .71 0 . 78 0 . 78 0 . 78 0 . 96 0 . 96 0 . 96 0 . 97 0 . 97 0 . 97 PHF Volume: 409 9 196 140 8 237 48 753 323 130 708 14 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 409 9 196 140 8 237 48 753 323 130 708 14 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 Final Vol. : 409 9 196 140 8 237 48 753 323 130 708 14 ------------ --------------- --------------- --------------- --------------- I Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 0 . 98 0 . 02 1. 00 0 . 95 0 . 05 1 . 00 1 . 00 2 . 00 1. 00 1. 00 1 . 96 0 . 04 Final Sat . : 1761 39 1800 1703 97 1800 1700 3600 1800 1700 3530 70 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat : 0 .23 0 .23 0 . 11 0 . 08 0 . 08 0 . 13 0 . 03 0 .21 0 . 18 0 . 08 0 .20 0 .20 Crit Moves : **** +++x ++++ Green/Cycle: 0 . 38 0 .38 0 . 38 0 . 38 0 .38 0 .38 0 . 20 0 . 35 0 .35 0 . 14 0 .29 0 .29 nn Volume/Cap: 0 . 61 0 .61 0 . 28 0 . 21 0 . 21 0 .34 0 . 14 0 . 61 0 .52 0 .54 0 . 68 0 . 68 u ------------ i --------------- i i --------------- i i --------------- i i --------------- r Level Of Service Module: Delay/Veh: 12 .3 12 . 3 9 . 7 9 .4 9 .4 10 . 0 15 . 1 12 . 9 12 .5 19 . 8 15 .4 15 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 Adj Del/Veh: 12 . 3 12 . 3 9 . 7 9 .4 9 .4 10 . 0 15 . 1 12 . 9 12 .5 19 . 8 15 .4 15 .4 Queue : 7 0 3 2 0 3 1 12 5 3 13 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach �. MITIG8 Sat Au g 1 1998 09 : 39 : 02 imago ------------- ------ ------------- - - ------- - ---------- --- - -- - - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) +*+x*+#x*xxx}xxx+xxxxxx}t**x tt++t*+++xt+*++}++}+t+x+xx+x}+x}x}+++*ttYx#YxxYx+ryx Intersection #8 Central Ave. (NS) / Highland Ave. (EW) }+}+#}xx**x+*t##++x*Y+*+x}x*xY*xxx#*+*xx+xtx}xx}x}t*+xxx*}+}+#t*++Yx}YxYYYYY*YxY Average Delay (sec/veh) : 3 . 1 Worst Case Level Of Service : E +*+***x**#x}#*}xX}#x}#*}**}***x*#**x*+#x}#++}++}t#*+#x*++x#Yx*+#+xxx*#**Yt*+#Y+Y Movement : LNorthTBoundR L South TBoundR L EastTBoundR L West Bound ------------ I ------- -- - Control : Stop Si g n- - - I I --------------- I I -------------- - I --- -- - - ------- P Si gn Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ I --------------- II --------------- Volume Module: II --------------- II ----------- ---- I Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 69 0 27 0 0 0 0 362 24 4 497 0 Added Vol : 0 0 3 0 0 0 0 6 PasserByVol : 0 0 0 0 0 0 0 3 82 p 0 6 6 0 0 0 0 Initial Fut.: 69 0 30 0 0 0 0 428 24 8 579 0 User Adj : 1 .-00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 PHF Adj : 0 . 881 . 00 0 . 88 1 . 00 1 . 00 1 . 00 1 . 00 0 . 81 0 . 81 0 . 76 0 . 76 1 . 00 PHF Volume: 79 0 34 0 0 0 0 529 30 10 762 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 0 34 0 0 0 0 529 30 10 762 0 Adjusted Volume Module : Grade: 0%- 0% 0'k 0 W Cycle/Cars : xxxx xxxx X.)= xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxx= xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1.10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx X XXXX Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 0 38 0 0 0 0 529 30 11 762 0 Critical Gap Module : j MoveUp Time: 3 . 4 xxxx 2 .6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx ------------ I --------------- 5 .5 xxxx xxxxx Capacity Module : II --------------- II --------------- II --------------- I Cnflict Vol : 1315 xxxx 2.79 xxxx xxxx xxxxx xxxx xxxx xxxxx 559 xxxx xxxxx Potent Cap.-: 153 xxxx 1000 xxxx xxxx xxxxx xxxx xxxx xxxxx 860 xxxx xxxxx Adj Cap: 0 . 98 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 149 xxxx 1000 xxxx xxxx xxxxx xxxx xxxx xxxxx 860 xxxx xxxxx ----- II --------------- II --------------- -------------- Level Of Service Module II - I Stopped Del : 50 .4 xxxx 3 . 7 xxxxx xxxx xxxx= xxxxx xxxx XXXXX 4 . 2 xxxx xxxxx LOS by Move: * * x + } } } * t A * t Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Cap. : xxxx 201 xxxxx xxxx xxxx xxxxx xxxx xxxx XXXXX xxxx XXXX XXXXX Shrd StpDel :xxxxx 40 .3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * E x x } } * } } * * + ApproachDel : 36 . 3 0 . 0 0 . 0 0 .1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Au g 1- 1998 09 :40 : 20 page , - _ - ------- ------------------------- -- --------- - - -- ----- - - --- -- -- -- - - - - - - - Patton Station Opening Year With Project PM Peak Hour ----------------------------------------------------------- ------------ - - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #8 Central Ave. (NS) / Highland Ave. (EW) Average Delay (sec/veh) : 10 . 0 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ----------g---- � � --------------- � � -------- -- - ---- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled. Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ I --------------- --------------- ----------- ---- -------- - ------ �� Volume Module: Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 05. 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 Initial Bse: 48 0 15 0 0 0 0 812 53 9 669 0 Added Vol : 0 0 4 0 0 0 0 108 0 5 120 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 48 0 19 0 0 0 0 919 53 14 788 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 .75 1 . 00 1 . 0'0 1. 00 1 . 00 0 . 99 0 . 99 0 . 96 0 . 96 1 . 00 PHF Volume: 64 0 26 0 0 0 0 929 53 15 821 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 64 0 26 0 0 0 0 929 53 15 821 0 Adjusted Volume Module: Grade : 0% 0% 0% 0% % Cycle/Cars : Xxxx xxxx X- X= Xxxx xxxx xxxx XXXX xxxx % Truck/Comb: Xxxx xxxx XXXX Xx xxxx X= XX XXXX PCE Adj : 1 . 10 1 . 10 1 .10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1.10 1. 00 1 . 00 , Cycl/Car PCE: XXXX xxxx xxxx xxxx XXxX xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx 7- x= xxxx XXXX Xxxx X2= Xxxx Adj Vol . : 71 0 28 0 0 0 0 929 53 17 821 0 Critical Gap Module: MoveUp Time : 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx XXXXX Critical Gp: 7 . 0 xxxx 5 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 55 xxxx XXX ------------ --------------- 11 --------------- 11 - ------------ 11 - . XX -----------xxxxx Capacity Module : Cnflict Vol : 1791 xxxx 491 xxxx xxxx xxxxx xxxx xxxx xxxxx 982 xxxx xxxxx Potent Cap. : 76 xxxx 781 xxxx xxxx xxxxx xxxx xxxx xxxxx 509 xxxx XXXXX Adj Cap: 0 . 94 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 71 xxxx 781 xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ --------------- 11 --------------- 11 --------------- 11 --------------509 xxxx xxxxx J Level Of Service Module: Stopped Del:266 . 7 xxxx 4 .8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: 7 3 xxxx xxxxx * * * * * # # Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 96 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 241 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * F * * * * * # ApproachDel : 192 .2 0 . 0 0 . 0 0 . 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Mon Au g 3 , 1998 14 : 08 : 05 Page 1- _ Patton Station Opening Year With Project AM Peak Hour --.----------------------------------------------------------------- -------- - - - -- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) #+xt###xxxxx######xxxxx###xxx#xxx##x++++#xxx+xx#++xx+++++#x+++++rr+++###++rr+rrr Intersection #38 Central Ave. (NS) / Project Entrance (EW) +#x+r+x#r#++++++++r#+x+++###+++++#r+x#t rx+x#+#+#++#xx++++xx####++++#x++++##+++++ Average Delay (sec/veh) : 1 . 1 Worst Case Level Of Service : A x###x#####xx+xxx###xxxx#+#xxx#xxxxrxx#xx#+#x+#x+r#+#x###+r++##+++xx+###r+#xrr+++ Approach: North Bound South Bound East Bound West Bound , Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------ --------- -- ------- --- � Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 0 92 0 0 27 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 97 0 0 28 0 0 0 0 0 0 0 Added Vol : 51 0 0 0 0 3 3 0 41 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 IInitial Fut : 51 97 0 0 28 3 3 0 41 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Volume: 51 97 0 0 28 3 3 0 41 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 51 97 0 0 28 3 3 0 41 0 0 0 Adjusted Volume Module : Grade: 0%- 0'k 0 9d 0'k Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx $ Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx x� PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 .10 1 . 10 1 . 10 1 . 10 1 .10 ' Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Tick/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 56 97 0 0 28 3 3 0 45 0 0 0 Critical Gap Module: MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 .5 xxxx 5 .5 xxxxx xxxx xxxxx ------------ I --------------- --------- --------------- --------------- I Capacity Module : Cnflict Vol : 31 xxxx xxxxx xxxx xxxx xxxxx 177 xxxx 30 xxxx xxxx xxxxx Potent Cap. : 1656 xxxx xxxxx xxxx xxxx xxxxx 836 xxxx 1337 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 97 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap. : 1656 xxxx xxxxx xxxx xxxx xxxxx 807 xxxx 1337 xxxx xxxx xxxxx ---------- I --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del : 2 .2 xxxx xxxxx xxxxx xxxx xxxxx 4 . 5 xxxx 2 .8 xxxxx xxxx xxxxx LOS by Move: A + + + + + A # A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared' LOS : * * * + x x x x # # # ApproachDel : 0 . 8 0 . 0 2 . 9 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach I MITIG8 Mon Aug 3 , 1998 14 : 08 : 33 Page --------------------- ------------------------------ - ---- --- - - - -- -- - - - - - - - - - - - - - - Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------- ------------------- - ---- - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #38 Central Ave. (NS) / Project Entrance (EW) Average Delay (sec/veh) : 1 . 5 Worst Case Level Of Service : A� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ -------------- ------------- -------------- � � --------- ------ �, Volume Module : Base Vol : 0 60 0 0 59 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 Initial Bse: 0 63 0 0 62 0 0 0 0 0 0 0 Added Vol : 75 0 0 0 0 5 4 0 67 0 0 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 75 63 0 0 62 5 4 0 67 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Volume : 75 63 0 0 62 5 4 0 67 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 75 63 0 0 62 5 4 0 67 0 0 0 Adjusted Volume Module: Grade: 0w 0%. 096 09 * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb: xxxx xxxx xxxx xxxx X.)= xxxx xxxx xxxx PCE Adj : 1. 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 .10 1 .10 1 .10 1 . 10 1 . 10 ' Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxX XYYY XxxX Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 83 63 0 0 62 5 4 0 74 0 0 0 Critical Gap Module: MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx , Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 . 5 xxxx 5 .5 xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol : 67 xxxx xxxxx xxxx xxxx xxxxx 202 xxxx 64 xxxx xxxx xxxxx Potent Cap. : 1593 xxxx xxxxx xxxx xxxx xxxxx 808 xxxx 1284 xxxx xxxx xxxxx Adj Cap: 1. 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 95 xxxx 1. 00 xxxx xxxx xxxxx Move Cap. : 1593 xxxx xxxxx xxxx xxxx xxxxx 766 xxxx 1284 xxxx xxxx xxxxx ------- Level Of Service Module: Stopped Del : 2 .4 xxxx xxxxx xxxxx xxxx xxxxx 4 . 7 xxxx 3 . 0 xxxxx xxxx xxxxx LOS by Move : A + + x # * A * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx. xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx XYYYx , Shared LOS : * * * * * x * * x } x x ApproachDel : 1 . 3 0 . 0 3 . 1 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB- -- - ---- - - --- ---- ----Sat Aug 1, 1998 09 : 39 : 10 Page _ _ - -- ---- ----- - - ----- ----- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) x+#*xtx*+#*x#*+*#x***#*x******#*++#*++##*#**t#x*+*+#*++#x#+#*++++*++*+r#xt*x+xt+ Intersection 439 Central Ave . (NS) / Pacific St . (EW) #*+*+*x*++*x*t#xxt+t+*+##*##*+#*+#+++tt t+#*++tx++#+*+##t*#*+xttt+##tt+wt+wtwt++w ' Average Delay (sec/veh) : 3 . 0 Worst Case Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I ------- --g---- II ------------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 ------------ I --------------- II --------------- II -------------- Volume Module: - II --------------- I Base Vol : 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 Initial Bse: 60 15 38 26 12 3 35 106 9 24 93 51 Added Vol : 0 17 0 22 14 6 7 0 0 0 0 27 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 IInitial Fut : 60 32 38 48 25 9 42 106 9 24 93 79 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 . 87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume: 83 44 53 64 34 12 48 122 11 34 132 111 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 44 53 64 34 12 48 122 11 34 132 111 Adjusted Volume Module : Grade: 096 ow 0%; 0'k W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1. 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 .10 1 . 00 1 . 00 ICycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 91 49 58 71 37 13 52 122 11 37 132 111 Critical Gap Module : MoveUp Time: 3 . 4 3 .3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 .1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 . 5 6 .5 6 . 0 5 .5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ I --------------- II --------------- II --------------- II --------------- I Capacity Module : Cnflict Vol : 419 452 127 445 402 187 243 xxxx xxxxx 133 xxxx xxxxx Potent Cap. : 606 632 1193 585 671 1113 1313 xxxx xxxxx 1482 xxxx xxxxx Adj Cap: 0 . 90 0 .94 ' 1 . 00 0 . 85 0 . 94 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 544 591 1193 497 628 1113 1313 xxxx xxxxx 1482 xxxx xxxxx ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Stopped Del : 7 . 8 6 . 6 3 .2 8 .3 6 . 1 3 . 3 2 . 8 xxxx xxxxx 2 .5 xxxx xxxxx LOS by Move: * * A * * A A * * A * # Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 560 xxxx xxxxx 535 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 8 . 3 xxxx xxxxx 8 . 2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B # # * * + ApproachDel : 6 . 1 7 . 1 0 . 8 0 . 3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Au g 1, 1998 09 :40 : 34 Page ---------------- ------ -- --------------------- - -- - ----- - --- - - - - -- - -- - - - - - - - - - - - - - Patton Station Opening Year with Project PM Peak Hour --------------------------------------------------------------- - -- - - - --- ------ -- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ++x««+#xx«+x+«+++xx+++#«««#++«x+«+x«+++xx++#«+xx++x++x++xxx«+x+xx+xx+x++xxtx+r+x Intersection #39 Central Ave . (NS) / Pacific St . (Ew) Average Delay (sec/veh) : 3 .4 worst Case Level Of Service : +x+++++«x+xx++xx+«xxxx«x««xxxx«+x+«+«««++x«xxx++++xx+++xxx«++x+xxx++xx+xxxxxx+r+ Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I ------- --g---- II --=------------ II ------------- -- II - Control : Stop Sin Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1- - - - - 0 1 0 0 1 0 ------------ I ------- -- -- - II - -- ---------- Volume Module: II --------------- II ------- -------- I Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 Initial Bse: 74 13 105 41 12 8 17 121 36 37 79 29 Added Vol : 0 25 0 36 22 9 10 0 0 0 0 40 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 38 105 77 34 17 27 121 36 37 79 69 ' User Adj : 1 .-00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 . 1 . 00 PHF Adj : 0 . 890 . 89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 . 81 0 . 81 0 . 91 0 . 91 0 . 91 PHF Volume : 83 42 118 90 40 20 33 149 44 40 87 76 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 42 118 90 40 20 33 149 44 40 87 76 Adjusted Volume Module : Grade: 096 Olt 0% 09 W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 ' Cycl/Car PCE: xxxx xxXX YD= xxxX xX= X.2= XYYY xxxx Trck/Cmb PCE : xxxx xxxx xXXX xxxx xxxx xxxx xxxx xxxx Adj Vol. : 91 46 130 99 44 22 36 149 44 44 87 76 Critical Gap Module: , MoveUp Time: 3 .4 3 . 3 2 .6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 .5 6 . 0 5 .5 6 .5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxxl ------------ I --------------- II --------------- II --------------- II --------------- Capacity Module : , Cnflict Vol : 399 407 1.71 449 391 125 163 xxxx xxxxx 193 xxxx xxxxx Potent Cap. : 622 667 1134 582 680 1197 1434 xxxx xxxxx 1387 xxxx xxxxx Adj Cap: 0 . 89 0 . 94 1 . 00 0 . 80 0 . 94 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 553 629 1134 465 642 1197 1434 xxxx xxxxx 1387 xxxx xxxxx ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Stopped Del : 7 . 6 6 .1 3 .5 9 . 6 6 . 0 3 . 1 2 .6 xxxx xxxxx 2 . 7 xxxx xxxxx LOS by Move : * * A * * A A * « A « « Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Cap. : 577 xxxx xxxxx 508 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 8 . 0 xxxx xxxxx 9 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * + B x + « « + « « ApproachDel : 5 .4 7 . 8 0 .4 0 . 6 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' I ' MITIG8 Sat Au g 1, 19,98 09 : 39 : 14 paQ- , - _ ------ - -------- -------- ---- - - --- - - -- - - -- - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave. (EW) 1 Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 3x 36 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 6 . 7 Optimal Cycle: 60 Level Of Service : g xx++x+xx++x+++xx++xx+xx+x++x++x+++x+xx++xxx+x++x+xx++++xx+xx++x+x+xx++x++xxxxx+x Approach: North Bound South Bound East Bound West Bound Movement : L T R L T - R L - T R --------- ---------- - IControl : Permitted Permitted Permitted I Permitted ' Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- II --------------- ' Volume Module: II --------------- II --------------- I Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 �. Initial Bse: 61 105 21 147 119 68 38 298 28 42 369 103 Added Vol : 0 0 0 0 0 7 6 63 0 0 79 p PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 61 105 21 147 119 75 43 361 28 42 447 103 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 82 0 . 82 0 . 82 0 . 72 0 . 72 0 . 72 0 . 93 0 .93 0 . 93 0 . 81 0 .81 0 . 81 PHF Volume: 74 128 26 204 165 104 47 389 30 52 552 127 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 128 26 204 165 104 47 389 30 52 552 127 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad3 : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 Final Vol . : 74 128 26 204 165 104 47 389 30 52 552 127 ------------ I --------------- II --------------- II --------------- II --------------- I Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 83 0 . 17 1. 00 0 . 61 0 .39 1 . 00 1 . 86 0 . 14 1. 00 2 . 00 1. 00 Final Sat . : 1700 1496 304 1700 1104 696 1700 3342 258 1700 3600 1800 ------------ I --------------- II --------------- II --------------- II --------------- I Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 09 0 . 09 0 . 12 0 . 15 0 . 15 0 . 03 0 . 12 0 .12 0 . 03 0 . 15 0 . 07 Crit Moves : ++++ ++++ ' Green/Cycle : 0 .44 0 .44 0 .44 0 .44 0 .44 0 .44 0 .46 0 .46 0 .46 0 .46 0 .46 0 .46 Volume/Cap: 0 . 10 0 . 19 0 . 19 0 .27 0 .34 0 . 34 0 . 06 0 .26 0 .26 0 . 07 0 .34 0 . 15 Level Of Service Module- ---- II --------------- II --------------- II --------------- I ' Delay/Veh: 6 . 3 6 . 6 6 . 6 6 . 9 7 . 1 7 . 1 5 . 9 6 .5 6 .5 5 . 9 6 . 8 6 .2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 6 . 3 6 .6 6 . 6 6 . 9 7 . 1 7 . 1 5 . 9 6 .5 6 .5 5 . 9 6 . 8 6 .2 Queue: 1 1 0 2 2 1 0 4 0 0 6 1 ++x++++x++x++xx++x+x+xx++++x+x++x+++++x++++x+x+++++x+++++x+x++x+++++x+xxxx+xxxx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Au g 1, 1998 09 :40 : 38 Page 1- _ , -------------- -- -- ---------------------------- - - - ----- - - - ------- - - - - - - - - - - - - - - - - Patton Station Opening Year With Project PM Peak Hour --------------------------------------------------------------------- - - ---- - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 331 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 3 Optimal Cycle : 60 Level Of Service : g Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 -------------- Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- Volume Module : Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05, Initial Bse: 57 28 44 79 30 37 97 647 107 42 489 135 Added Vol : 0 0 0 0 0 10 9 103 - 0 0 115 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 57 28 44 79 30 47 106 750 107 42 604 135 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 93 0 . 93 0 .93 0 . 87 0 . 87 0 . 87 0 . 96 0 . 96 0 . 96 0 . 96 0 . 96 0 .96 PHF Volume: 61 30 47 91 35 54 110 781 112 44 629 141 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 61 30 47 91 35 54 110 781 112 44 629 141 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 MLF Add : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 Final Vol . : 61 30 47 91 35 54 110 781 112 44 629 141 - ------------ --------------- 11 --------------- Saturation Flow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 .94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0. 94 1. 00 1 . 00 1 Lanes : 1 . 00 0 .39 0 . 61 1 . 00 0 .39 0 . 61 1 . 00 1. 75 0 .25 1. 00 2 . 00 1 . 00 •. Final Sat . : 1700 701 1099 1700 708 1092 1700 3148 452II1700-3600--1800I� ------------ I --------------- � � --------------- � � ---------- -- Capacity Analysis Module : Vol/Sat : 0 . 04 0 . 04 0 . 04 0 . 05 0 . 05 0 . 05 . 0 . 06 0 . 25 0 .25 0 . 03 0 .17 0 . 08 Crit Moves : *#x+ ##** Green/Cycle: 0 . 33 0 . 33 0 .33 0 .33 0 .33 0 . 33 0 . 57 0 . 57 0 .57 0.57 0 .57 0 .57 ' Volume/Cap: 0 . 11 0 . 13 0 . 13 0 . 16 0 . 15 0 . 15 0 . 11 0 .44 0 .44 0 . 05 0 .31 0 . 14 ------------ I --------------- --------------- 11 --------------- Level Of Service Module: Delay/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 1 9 . 1 3 . 9 4 .9 4 . 9 3 . 7 4 .4 4 . 0 User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 Adj Del/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 . 1 9 . 1 3 . 9 4 . 9 4 . 9 3 . 7 4 .4 4 . 0 Queue : 1 0 1 1 0 1 1 8 1 0 6 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 2 ' MITIGB Sat Aug 1, 1998 09 : 39 : 17 - - - -- - - - -------- --- -- 0 ---- - -- - - - --- - -- - - - - - - - - - - --- - - -- - - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour ' Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x#*x x+#x#x+*x*xx***x+x#x+**##**x*x x#++#*xx#+x#+##+++#++#+++++#+++#x++#++x+++t+++ Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) ' Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 358 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 6 Optimal Cycle: 72 Level Of Service : B Approach: North Bound South Bound East Bound west Bound Movement : L T - R L - T - R L - T R L ---------- -- I --------------- ----- ----- Control : Protected Protected II Protected I Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 ------------ -------------- -------------- Volume Module: Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 76 114 46 40 127 127 87 237 102 39 306 38 Added Vol : 7 0 0 0 0 7 6 52 6 0 65 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Fut : 82 114 46 40 127 134 93 290 107 39 371 38 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 PHF Volume: 97 135 54 49 155 163 112 349 129 44 417 42 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 97 135 54 49 155 163 112 349 129 44 417 42 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 11. 00 1 . 00 MLF Ad3 : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 97 135 54 49 155 163 112 349 129 44 417 42 ------------ I --------------- 11 --------------- --------------- --------------- � Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .46 0 . 54 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2628 972 1700 3600 18001 ------------ --------- ------ ------ Capacity Analysis Module: Vol/Sat : 0 . 03 0 . 07 0 . 03 0 . 03 0 . 09 0 . 09 0 . 07 0 . 13 0 . 13 0 . 03 0 . 12 0 . 02 Crit Moves : **** xx#x +++x xxxx ' Green/Cycle : 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 Volume/Cap: 0 . 22 0 .27 0 . 11 0 .21 0 . 31 0 . 33 0 .47 0 .48 0 .48 0 . 19 0 .42 0 . 08 ------------ I --------------- --------------- --------------- Level Of Service Module: ' Delay/Veh: 17 . 8 13 . 2 12 .5 17 . 8 13 . 3 13 .4 19 . 6 14 . 3 14 .3 17 . 7 13 . 9 12 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Adj Del/Veh: 17 . 8 13 .2 12 .5 17 . 8 13 .3 13 .4 19 . 6 14 .3 14 . 3 17 . 7 13 . 9 12 .4 Queue: 2 2 1 1 2 3 2 6 2 1 7 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIGB Sat Aug 1, 1998 09 :40 :42 Page :- _ ------------- ------------------------------- - - - - ------ - - - -- - - - - - - - -- - - - - - - - - - - - - • Patton Station ' Opening Year With Project PM Peak Hour --------------------------------------------------------------- ---- - - - - -- - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x+x++xxxx++xxxxt+#+xtx++xx+x+xx++x+xxx++x+x+x++x++xx++++++++++++t+++x++++++xxxrr Intersection #10 Palm Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 72 Critical Vol . /Cap . (X) : 0 . 484 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 8 Optimal Cycle: 72 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T -_ R L - T - R L - T - R ------------ I ----------- II - - II --------------- 11 - Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ' ------------ I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1105 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 142 98 119 50 64 87 80 546 142 86 452 39 Added Vol : 10 0 0 0 0 10 9 85 9 0 95 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 152 98 119 50 64 97 89 631 151 86 546 39 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 . 96 0 . 96 0 . 96 0 . 94 0 . 94 0 . 94 PHF Volume: 178 115 140 63 80 121 92 658 157 92 581 41 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 178 115 140 63 80 121 92 658 157 92 581 41 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Final- � � -- - � � -- - � � -- Vol . : 178 115 140 63 80 121 92 658 157 92 581 41 ' ----- ------ --------------- ------------ ------------ ------------- � Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 89 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0. 94 1 . 00 1. 00 Lanes : 2 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 61 0 .39 1. 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2907 693 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- �1 Capacity Analysis Module: Vol/Sat : 0 . 06 0 . 06 0 . 08 0 . 04 0 . 04 0 . 07 0 . 05 0 .23 0 .23 0 . 05 0 . 16 0 . 02 Crit Moves : **** x++x xxx+ +xxx Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 ' Volume/Cap: 0 .40 0 .23 0 .28 0 .27 0 . 16 0 . 24 0 .39 0 . 81 0 . 81 0 .39 0 .58 0 . o8 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 18 . 6 13 . 0 13 .2 18 .1 12 . 7 13 . 0 18 . 8 19 .4 19 .4 18 . 8 15 . 1 12 .4 ' User DelAdj : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 AdjDel/Veh: 18 . 6 13 . 0 13 . 2 18 . 1 12 . 7 13 . 0 18 . 8 19 .4 19 .4 18 . 8 15 . 1 12 .4 Queue: 3 2 2 1 1 2 2 14 4 2 10 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 ' MITIG8 Sat Aug 1, 1998 09 : 39 : 20 - --------- - - -- ----- - -- - ---- - - -- - Patton Station ' Opening Year With Project AM Peak Hour Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) Intersection #47 Boulder Ave . (NS) / Highland Ave . (EW) ' #+t##+##+++#+##*+++#++#+#+##+*x*t#+#txxt+t*txt+#t#++#+#+t+tt#tt+#t#tx#tt+++tr+tt Cycle (sec) : 78 Critical Vol . /Cap . (X) : 0 . 494 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 20 , 8 Optimal Cycle : 78 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T R L - T R ------------ --------------- Control : Protected Protected Protected __Protected Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ ---------- volume Module : ---- ------ --------- Base Vol : 152 112 27 74 126 92 70 91 203 109 309 163 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 160 118 28 78 132 97 74 96 213 114 324 171 Added Vol : -31 0 0 0 0 0 0 19 25 0 24 . 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 ' initial Fut : 190 118 28 78 132 97 74 115 238 114 348 171 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 .94 0 .94 0 . 94 PHF Volume: 214 132 32 87 149 109 83 129 267 122 371 182 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 214 132 32 87 149 109 83 129 267 122 371 182 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 214 132 32 87 149 109 83 129 267 122 371 182 ------------ I --------------- --------------- Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 61 0 .39 1. 00 1 .16 0 . 84 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1 . 00 Final Sat . : 1700 2898 702 1700 2079 1521 1700 3600 1800 1700 3600 1800 ------------ --------------- ------------------------ --------------- � Capacity Analysis Module : Vol/Sat : 0 . 13 0 . 05 0 . 05 0 . 05 0 . 07 0 . 07 0 . 05 0 . 04 0 . 15 0 . 07 0 . 10 0 . 10 Crit Moves : **** **+x **** xx#t Green/Cycle : 0 . 13 0 .32 0 .32 0 . 13 0 . 32 0 .32 0 . 13 0 . 27 0 .27 0 .13 0 .27 0 .40 ' volume/Cap: - - -- 0 . 98 0 . 14 0 . 14 0 .40 0 .22 0 . 22 0 . 38 0 . 13 0 . 55 0 . 56 0 . 38 0 . 25 ----------- ---- ---- ---- --------------- Level Of Service Module : ' Delay/Veh: 63 . 8 12 .2 12 . 2 20 . 8 12 . 5 12 . 5 20 . 7 14 . 0 16 . 8 23 . 0 15 . 1 10 . 2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 63 . 8 12 .2 12 .2 20 . 8 12 . 5 12 . 5 20 . 7 14 . 0 16 . 8 23 . 0 15 . 1 10 . 2 Queue: 8 2 0 2 2 2 2 2 5 3 7 3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 1 MITIG8 Sat Aug 1, 1998 09 :40 :46 Page i- _ 1 ------------------ ------------- - - - ----- ----- - --- --- -- --- -- - - - - - - - - - Patton Station ' Opening Year With Project PM Peak Hour --------------------------------------------------------- - --- - - --- -- - - - - - ------ - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +xx+t x++ttt xx++tt t+txttt x+ttx+t++ttt+tt x+t x+x+++xx++x++txxxtx++x++++++++++++++.+ Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 78 Critical Vol . /Cap . (X) : 0 . 500 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23 . 3 Optimal Cycle: 78 Level Of Service : C x+t x+t x+tt++tt x+tt xx++tt xt xxxx+t x+tt++t x+t++x+tt x+tx++tx++x+++++x++x++t++x++x++� Approach: North Bound South Bound East Bound West Bound Movement : I -L _ T _ R II L - -T _--R L - T - R L - T - R ---------- --------------- ----------- -- -- Control : Protected Protected Protected II Protected ' Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ -------------- -------------- Volume Module: II -- ---- � � --------------- � Base Vol : 134 123 32 76 96 99 81 146 173 136 182 147 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 141 129 34 80 101 104 85 153 182 143 191 154 ' Added Vol : 45 0 0 0 0 0 0 31 40 0 35 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 186 129 34 80 101 104 85 185 222 143 226 154 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 . 89 0 . 93 0 . 93 0 . 93 0. 90 0 . 90 0 . 90 PHF Volume: 224 156 40 90 113 117 91 199 239 159 251 172 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 O ' Reduced Vol : 224 156 40 90 113 117 91 199 239 159 251 172 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final- - - -- - � I -- � � -- � � - Vol . : 224 156 40 90 113 117 91 199 239 159 251 172 ' ----- ----- --- -------- ------------- ------------- -------------- I Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes: 1. 00 1 .59 0 .41 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1. 00 Final Sat . : 1700 2865 735 1700 1800 1800 1700 3600 1800 1700 3600 1800 ------------ ---------- ___ ------- ------------ Capacity Analysis Module: ( ------------ I Vol/Sat : 0 . 13 0 . 05 0 . 05 0 . 05 0 . 06 0 . 07 0 . 05 0 . 06 0 . 13 0 . 09 0 . 07 0 . 10 Crit Moves : **** +*,+ **** tx+* Green/Cycle: 0 . 13 0 .32 0 . 32 0 . 13 0 . 32 0 .32 0 . 13 0 .27 0 .27 0 . 13 0 .27 0 .40 ' Volume/Cap: 1 . 03 0 . 17 0 . 17 0 .41 0 .20 0 . 20 0 .42 0 . 21 0 .49 0 . 73 0 .26 0 .24 ------------ I --------------- II --------------- --------------- II --------------- I Level Of Service Module: Delay/Veh: 77 . 5 12 .3 12 .3 21 . 0 12 .4 12 .5 21 . 0 14 .3 16 .2 29 . 0 14 .5 10 . 1 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 AdjDel/Veh: 77 .5 12 .3 12 .3 21 . 0 12 .4 12 . 5 21 . 0 14 . 3 16 .2 29 . 0 14 .5 10 . 1 Queue: 9 2 1 2 2 2 2 3 4 4 4 2 +t x+x+t++t xtt+t x+t+t x+tt+t xt x+t x+t x+t xtt+t x+t+t xt++txt++t+xtt+tt+txtt+t+t++txt+x ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , 1 1 ' APPENDIX G OPENING YEAR WITH PROJECT CONDITIONS INTERSECTION ANALYSIS ' (WITH IMPROVEMENTS) ' MITIGB------ - ------------ - -Sat Aug e g 1, 1998 09 : 38 : 25 Pa 1 - --- -------- --------------- -- ------- - - - - - -- - - - - - - - - - - - - - - Patton Station ---Opening Year With Project ----AM Peak Hour ---------------------.--- ------------------------------- -------- - Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) tt##+##+t#++t+++++t##t++t++#t++x#t#+##t tt t#t++t#t t++#ttt+###+t##+ttt+#x+t#ttrrtt Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) +t++tt tt#ttttt+t#tt+#++t#t+xt##tt#t ttt+tt#t+t+#++t+++txtt+t##tt#x+#+t++rttttrttt ' Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 502 Loss Time (sec) : 6 (Y+R 4 sec) Average Delay (sec/veh) : 7 . 9 Optimal Cycle: 60 Level Of Service: B t++tx++x+#+tt+#x+###+#t#t###xt##+#++xx+++t x+xt#txxxt+txx+++t#+xxt#xttx+t#tt#ttx# Approach: North Bound South Bound East Bound west Bound Movement : L T R L T R L - T - R L - T - R ------------ I --------------- --------------- 11 - II - Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ' ------------ --------------- --------------- --------------- --------------- Volume Module: Base Vol: 0 0 0 647 0 95 0 308 0 0 412 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 0 . 00 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 ' Initial Bse : 0 0 0 679 0 0 0 323 0 0 433 0 Added Vol : 0 0 0 65 0 0 0 27 0 0 22 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 0 0 0 745 0 0 0 . 351 0 0 455 0 ' User Adj : 1. 00 1 . 00 1 . 00 1 . 00 1. 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 PHF Adj : 1 . 00 1 . 00 1 . 00 0 . 79 1 . 00 0 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 80 1 . 00 PHF Volume: 0 0 0 942 0 0 0 394 0 0 568 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 942 0 0 0 394 0 0 568 0 PCE Adj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 0 . 00 1 . 00 1. 00 1 . 00 1 . 00 1.00 1. 00 MLF Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 0 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 0 0 0 942 0 0 0 394 0 0 568 0 Saturation Flow Module: ----- II --------------- II --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0 .94 1 . 00 1 . 00 0 . 89 1 . 00 1.00 0 . 94 1. 00 1. 00 0 . 94 1. 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat. : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .29 0 . 00 0 . 00 0 . 00 0 .11 0 . 00 0 . 00 0 .16 0 . 00 Crit Moves : #+++ x+t# Green/Cycle: 0 . 00 0 . 00 0 . 00 0 .59 0 . 00 0 . 00 0 . 00 0 .31 0 . 00 0 . 00 0 .31 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 .50 0 . 00 0 . 00 0 . 00 0 .35 0 . 00 0 . 00 0 .5o 0 . 00 ------------ I -------,-------- --------------- --------------- Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 10 .3 0 . 0 0 . 0 11.1 0 . 0 User DelAdj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 4 . 9 0 . 0 0 . 0 0 . 0 10 .3 0 . 0 0 . 0 11 .1 0 . 0 Queue : 0 0 0 9 0 0 0 5 0 0 8 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & 7.K, Newport Beach MITIG8---------------------Sat Aug 1, 1998 09 : 39 : 41 Paae 1 , ----------------------- - -- --- - - -- ----- - - - - - - - - - - - - - - Patton Station Opening Year with Project PM Peak Hour ----- -- - - Level of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x+#xtxtxt##+:4t t++#4t 4+#}+#+ttt+tttt*++tt#*ttt}*tt t+ttt++4+#xx+x+tt+#x+++4+x*t+x' Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (Ew) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 656 Loss Time (sec) : 6 (Y+R 4 sec) Average Delay (sec/veh) g - p Optimal Cycle: 60 Level Of Service: g xxt*4*4*xx*#*xt**x+ttt*x#4#xtxtt*4*4+##ttt#tx#+}+tx#4*xtt*}+tt*44x4++t#xtxt+4*x� Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R ------------ I ------------- Control : Permitted Permitted Permitted II --------------- , Rights : Include I Permitted re Min. Green: 0 0 0 23 O 23 0 In15 0 nc Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 Include 00 25 0 00 ------------ I --------------- II --------------- il --------------- II - -------------- I, Volume Module: Base Vol : 0 0 0 861 0 148 0 819 0 0 643 0 Growth Adj : 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 0 . 00 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 0 0 0 904 0 0 0 860 0 0 675 0 ' Added Vol : 0 0 0 95 0 0 0 40 0 0 36 - 0 PasserByVOl : 01 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 999 0 0 0 900 0 0 711 O ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1. 00 1. 00 0 . 97 1 . 00 0 . 00 1 . 00 0 . 93 1 . 00 1. 00 0 .95 1 . 00 PHF Volume: 0 0 0 1030 0 0 0 968 0 0 748 O ' Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1030 0 0 0 968 0 0 748 0 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1.00 1. 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1. 00 1. 00 1 . 00 1. 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : I 0 0 0 1030 1 . 00 0 0 0 968 0 0 748 0 ' Saturation Flow Module: ----- II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 .94 1. 00 1 . 00 0 .89 1 . 00 1 . 00 0 .94 1 .00 1. 00 0 . 94 1 . 00 1. 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1. 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800II - 0 3600_ 0 0 3600 0 ------------ I --------------- II ---------- ----- II --------------- I 1 Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .32 0 . 00 0 . 00 0 . 00 0 .27 0 . 00 0 . 00 0 .21 0 . 00 Crit Moves : 4### ***t Green/Cycle: 0 . 00 0 . 00 0 . 00 0 .49 0 . 00 0 . 00 0 . 00 0 .41 0 . 00 0 . 00 0 .41 0 . 00 ' Volume/Cap: 0 . 00 0_. 00 0 . 00 0 . 66 0 . 00 0 . 00 0 . 00 0 .66 0 . 00 0 . 00 0 .51 0 . 00 ------- Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 8 . 1 0 . 0 0 . 0 0 . 0 10 . 0 0 . 0 0 . 0 8 . 8 0 . 0 , User DelAdj : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 8 .1 0 . 0 0 . 0 0 . 0 10 . 0 0 . 0 0 . 0 8 . 8 0 . 0 Queue: 0 0 0 13 0 0 0 13 0 0 9 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach , MITIG8 Sat Aug 1, 1998 09 : 38 :31 - ------------------ --------=--------------------------- _ -age Patton Station - - -- - - - Opening Year With Project AM Peak ,Hour Level Of Service --------------------------------------------- Computation Report --- +xt++xxt+x+x1994*HtM*Operation sx Method+ (Future xVolume*Alternative) +xx+++tr++xxxx Intersection #4 Arden Ave. (NS) t+xx+x++*xxx+x+x**++t++xtx+*x*x+/x Highland xAve . **fiW*tt+x*x+*xxxxtx+tt+t++xtxx+++ Cycle (sec) : 120 Loss Time (sec) : 12 (Y+R = 4 sec) Average 0 . 901/Cap. (X) 0 . 901 Optimal Cycle: 120 Level Of y (sec/veh) : 32 . 0 xxxt+++xttx+xxxx+xxxxxxxtxxx+*xxxx+*xxx+xx**x+++re+rx+ex*t+xxxx+t:+x++xx+*D*xxt+ Approach: North Bound South Bound Movement : L - T R L - T _ West Bound R East Bound ------------ � ------------ L - T - R L T - R Control : Protected � � ---Prot- Rights : Include Protected Protected II ----- --------- Min. Green: 10 27 27 10 Include Include Protected Lanes : 1 0 1 0 1 1 0 1 1 -07 2100 29 0 19 10 Include 19 ------------ --------- 1 0 2 1 0 ' Volume Module: ------ � � ------------ � � --------------- --------------- � Base Vol: 246 119 66 29 273 314 76 613 285 130 835 124 ' Growth Adj : 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1. 05 Initial Bse: 258 125 69 30 287 330 80 644 299 137 877 130 Added Vol : 0 0 3 7 0 0 93 0 6 74 6 PasserByVOl : p 0 0 0 0 ' Initial Put : 258 125 73 37 287 330 80 736 299 142 951 136 User Adj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 PH Adj : 0 . 65 0 . 65 0 . 65 0 . 85 0 . 85 0 .85 79 0 . 80 0 .80 0 . 80 0 . 79 0 . 0 . 79 PHF Volume: 397 192 112 44 337 388 100 920 380 180 0 .79 172 ' Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 397 192 112 44 337 388 100 920 374 180 1204 172 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 Final Vol . : 397 192 112 44 337 388 100 920 374 180 1204 172 Saturation F ow Module: ----------- Adjustment : 0894 1800 1. 00 0894 1800 1800 0889 1800 11800 00 0894 1800 1800 ' Lanes : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 2 .62 0 .38 Final Sat . : 1700 1800 1800 1700 1800 1800 3200 3600 1800 1700 4725 675 ------------ --------------- ' Capacity Analysis Module: II --------------- � � --------------- ------------ Vol/Sat : 0 .23 0 .11 Crit Moves: 0 . 06 0. 03 0 . 19 0 .22 0 . 03 0.26 0 .21 0 . 11 0 .25 0 .251 **++ Green **** ***+ /Cycle: 0 .26 0.36 0 .36 0 .13 0.24 0 . 24 0 . 08 0 .28 0 .28 0*12 0 .32 0 .32 V01ume/Cap: 0 . 90 0,29 0 . 17 0 .19 0 . 78 0 . 90 0 .37 0 .90 0 . 73 0 . 90 0 . 80 0 . 801 Level Of Service Module - II - II --------------- --------------- Delay/Veh: 42 . 7 17 . 6 16 .7 29 . 8 30 . 7 38 . 0 34 .1 34 .5 28 . 8 60 . 0 26.2 26 2 User DelAdj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 djDel/Veh: 42 . 7 17. 6 16 .7 29 . 8 30 . 7 38 . 0 34 . 1 34 .5 28 . 8 60 . 0 26 .2 26 .2 Queue: 15 5 3 1 11 is 3 32 12++t++x*#+x*+t*t+tx t*#x t**txt+xxt*x xt*++x+#*t***#+*tt**t+*x+tt*t*xt*8t**38+t*#xt* Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc : Licensed to R.K & J.K, Newport Beach MITIGB---------------------Sat Aug 1, 1998 09 :48 : 31 Page 1- -- , ------ ------- -- ------- ----- ---------- - -- - - - -- - - - - - -- - - - - - - - Patton Station Opening Year With Project PM Peak Hour --------------------------------- - - ------------------------ --- - ---- --- ---- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 95 Critical Vol . /Cap. (X) : 0 . 815 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 35 . 5 Optimal Cycle : 95 Level Of Service: D ###x}x*###xx**}}#+*x4}x#*x#*+*#x**x#x***x#*xx**xxx*t*xx}#*}##x*#*t**+#*}k#Y}++t+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 ---------- --- Control : Protected Protected Protected II Protected Rights : Include Include include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------ I --------------- --------------- --------------- --------------- Volume Module: Base Vol : 135 81 33 79 173 130 286 1051 332 149 1099 169 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse : 142 85 35 83 182 137 300 1104 349 156 1154. 177 Added Vol: 0 0 5 10 0 0 0 134 0 9 121 9 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 142 85 40 93 182 137 300 1238 349 165 1275 186 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 .75 0 . 75 0 . 75 0 . 90 0 . 90 0 . 90 0 . 88 0 .88 0 . 88 0 .87 0 . 87 0 . 87 PHF Volume: 189 113 53 103 202 152 341 1406 396 190 1465 214 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 O ' Reduced Vol : 189 113 53 103' 202 152 341 1406 396 190 1465 214 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 .00 1. 00 1 . 00 MLF Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 .00 1 . 00 1. 00 Final Vol . : 189 113 53 103 202 152 341 1406 396 190 1465 214 Saturation Fl 1 ow Module: -- II II --------------- II --------------- � ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 .94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1. 00 1 . 00 1. 00 1.14 0 . 86 2 . 00 2 . 00 1. 00 1. 00 2 . 62 0 .38 Final Sat . : 1700 1800 1800 1700 2054 1546 3200 3600 1800 1700 4712 •688 ------------ I --------------- --------------- II --------------- --------------- � 1 Capacity Analysis Module : Vol/Sat : 0 . 11 0 . 06 0 . 03 0 . 06 0 .10 0 . 10 , 0 . 11 0 .39 0 .22 0 .11 0 .31 0 . 31 Crit Moves : **#* x##x *#** #x+} Green/Cycle: 0 . 11 0 .29 0 .29 0 . 11 0 .28 0 . 28 0 . 12 0 .38 0 .38 0 .11 0 .36 0 . 36 ' Volume/Cap: 1. 04 0.22 0 . 10 0 .57 0 . 35 0 . 35 0 . 86 1. 04 0 .59 1 . 04 0 . 86 0 . 86 ------------ I ------ -------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 92 .3 16 . 8 16 .2 29 . 3 17 . 5 17 . 5 38 . 8 49 . 0 16 .3 92 . 1 21.4 21 .4 User DelAdj : 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1.00 1. 00 1 . 00 1 . 00 1. 00 AdjDel/Veh: 92 . 3 16 .8 16 .2 29 . 3 17 . 5 17 .5 38 . 8 49 . 0 16 .3 92 . 1 21 .4 21 .4 Queue: 9 2 1 3 4 3 11 53 9 9 38 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach ' fMITIG8---------------------Sat Aug 1, 1998 09 : 38 : 36 Page ------------------ - ----- ----- - - - -- - - - -- - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour -------------------------------- ------- ------- - - - -- --- - - - --- - ' Level Of Service Computation Report **++++x++++1994 CM Unsigt+***ed*Method (Future Alternative) +++x+++++x+x+ Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) *+xx+xx++xx+x++xxx+xx+x+x+x+xx++xx+++xx++xx+xx+xx++x+*x++tx++++xx+++xx+rx+rx*rr+ Average Delay (sec/veh) : 1 .5 worst Case Level Of Service : B x+++*+++xx+xx++xxx++xx+x*++xx++x+xx+xxx+x+xx++xx++*+xx++xx+x+xx+x++xx++x++x+xx+x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T ------------ I ------------- Control : Uncontrolled Uncontrolled -- II ------P---g- --- Rights : Include Stop Include n Lanes : 0 0 1 1 0 1 OIn2 00 0 0 OInOlu0e 0 0 SOIncOlud0e 0 Volume Module: II --------'---'-' II '---- ---- - I Base Vol: 0 402 99 207 442 0 0 0 0 0 0 0 ' Growth Adj : 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 Initial Bse: 0 422 104 217 464 0 0 0 0 0 0 0 Added Vol : 0 3 0 3 3 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 426 104 220 467 0 0 0 0 0 0 0 User Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 1 . 00 0 . 76 0 . 76 0 . 81 0 . 81 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 ' PHF Volume: 0 560 137 272 576 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 560 137 272 576 0 0 0 0 0 . 0 0 Adjusted Volume Module: ' Grade : 096 09r 09r $ Cycle/Cars : xxxx xxxx xxxx xxxx xxxx XXXX xxxx 096 xxxx k Truck/Comb: xxxx xxxx xxxx xxxx xxxx XXXX PCE Adj : 1. 10 1 . 00 1 . 00 1 . 10 1 . 00 XYYx X-2=1 . 00 1 . 10 1.10 1 . 10 1. 10 1 .10 1 . 10 ' Cycl/Car PCE: xxxx XXXX xxxx xxxx xxxx X2= XXXX Xxxx Trck/Cmb PCE: XYYx xxxx XYYx xxxx X. a= xxxx XYYx xxxx Adj Vol . : 0 560 137 299 576 0 0 0 0 0 0 0 Critical Gap Module: ' MoveUp Time:xxxxx xxxx xxxxx 2 .1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx ------------ xxxxx XYYx xxxxx ---- ------------ II - ------------ Capacity Module: -- Cnflict Vol : xxxx xxxx xxxxx 697 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 725 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxXX xxxxx 1. 00 xxxx xxxxx xxxx XY ' Move Ca xxxxx xxxx xxxx xxxxx Cap. : - XYYx XYYx xxxxx 725 XYYx xxxxx XYYx XYYx xxxxx XYYx XYYx xxxxx Level Of Service Module- ---- II --------------- II --------------- II --------------- I Stopped Del :xxxxx xxxx xxxxx 7 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ' LOS by Move: * * + B + * * * x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : XYYx XXXX xxxxx XYYx Shrd xxxx xxxxx Xxxx xxxx xxxxx XYYx Xxxx =LKX StpDel :xxxxx xxxx xxxxx xxxxx. xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ' Shared LOS : * * + + x x x ApproachDel : 0 . 0 2 . 7 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8----- ----- -----------Sat Aug 1, 1998 09 : 39 : 54 page , - --------------- ----- --------- --- -- -- --- - - - - - - - - - - - - - - Patton Station , Opening Year with Project PM Peak Hour ------------------------------------------------------------- - - ---- - ---- -- - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) x++++t+t+++++x++++++t***++*+++++++x+++t+x++++x+x+x++x+x+ttt++x++x+x+t+++xx++x+++ Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 1 . 7 Worst Case Level Of Service : txx+x+++txxxxx+ttx+xxx++x txxtttxt+x+++xx++tx++xt++x+xx+++tttx*xttttttx++xtxr++r+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ---------- Control : -- ---------- ----- 11 --------------- 11 - -------------- 11 ------- ---g---- Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ----- ------- --------------- --------------- --------------- --------------- Volume Module: Base Vol: 0 238 70 330 419 0 0 0 0 0 0 O ' Growth Adj : 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 Initial Bse : 0 250 74 347 440 0 0 0 0 0 0 0 Added Vol : 0 5 0 4 4 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 0 255 74 351 444 0 0 0 0 0 0 0 0 ' User Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 3 . 00 0 . 86 0 . 86 0 . 93 0 . 93 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Volume: 0 ' 296 85 377 478 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 296 85 377 478 0 0 0 0 0 0 0 Adjusted Volume Module: Grade: 096 0$ 0%. 0% ' 'k Cycle/Cars: xxxx xxxx xxxx xxxx XJ= X)= xxxx xxxx Truck/Comb: xxxx xxxx xxxx xxxx X)= xxxx YD= )0= PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1. 00 1 . 10 1. 10 1 .10 1 . 10 1 . 10 1 .10 , Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx TrCk/Cmb PCE: xxxx xXXX XXXX xxxx xxxx XXxx 30= X3= Adj Vol . : 0 296 85 415 478 0 0 0 0 0 0 0 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 2 .1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xocxx , Critical Gp:xxxxx x7 xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ ----------- -- II --- - I --------------- I Capacity Module: Cnflict Vol : xxxx xxxx xxxxx 382 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1069 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1069 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ' ------------ I ---------------- --------------- --------------- Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 5 .2 'xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: + + t B x + + + + + + + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shared d LOS :Shad Oel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxxx xxxxx XXx xxxx xxxxx ' + + + + + + x xx+ + + + + + ApproachDel : 0 . 0 2 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , ' MITIGB---------- -----------Sat Aug 1, 1998 09 : 50 : 18 Page ------ ------------------- - ------------ --- - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour --------------------------------- ------------------------------ - -- -- - - - - -- -- - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *##fix*t#*x****x*ttt*#fi*;#t#ttttttt;tt#;#t+;;*4#t#ttt*ttttxtt+tt+*+#t;**#ttfi tt#+# Intersection 45 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) ' Cycle (sec) : 95 Critical Vol . /Cap. (X) : 0 . 516 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 3 Optimal Cycle: 95 Level Of Service : C ' Approach: North Bound South Bound East Bound West Bound Movement : L T R L T R 11 ---------------- T - R L - T - R ------------ I --------------- II ----------- Control : Prot+Permit Permitted Protected - II Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- II --------------- II --------------- II --------------- I ' Volume Module: Base Vol : 207 16 110 16 0 16 11 643 0 0 866 13 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 Initial Bse: 217 17 116 17 0 17 12 675 0 0 909 14 Added Vol: - 0 0 3 0 0 0 0 103 0 0 85 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Put : 217 17 119 17 0 17 12 778 0 0 994 14 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 81 0 . 81 0 . 81 0 . 80 1. 00 0 . 80 0 . 78 0 . 78 1. 00 1. 00 0 .81 0 . 81 PHF Volume: 268 21 146 21 0 21 15 998 0 0 1228 17 Reduct Vol: 0 0 0 0 0 0 - 0 0 0 0 0 0 Reduced Vol : 268 21 146 21 0 21 15 998 0 0 1228 17 PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.00 1 . 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 ' Final Vol . : 1 268 21 146 21 0 21 15 998 0 0 1228 17 Saturation Flow Module------ II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : xxxx 1 . 00 1 . 00 0 .94 1. 00 1. 00 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1. 00 Lanes : 2 . 00 0 .13 0 . 87 1. 00 0 . 00 1. 00 1 . 00 2 . 00 0 .00 0 . 00 1 .97 0 . 03 Final Sat . : xxxx 226 1574 1700 0 1800 1700 3600 0 0 3551 49 ------- ---------- ----- --------------- "--'---------- Capacity Analysis Module: II I Vol/Sat : 0 . 00 0 . 09 0 . 09 0 . 01 0 . 00 0 . 01 0 . 01 0 .28 0 . 00 0 . 00 0 .35 0 . 35 Crit Moves : **** Green/Cycle: 0 .34 0 .34 0 .34 0 .23 0 . 00 0 .23 0 . 11 0 .54 0 . 00 0 . 00 0 .43 0 .43 Volume/Cap: 0 . 00 0 .28 0 .28 0 . 05 0 . 00 0 . 05 0 . 08 0 .52 0 . 00 0 . 00 0 . 80 0 . 80 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: ' Delay/Veh: 26 . 8 14 . 9 14 . 9 18 .3 0 . 0 18 . 3 24 . 8 9 . 3 0. 0 0 . 0 17 .4 17 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 Adj Del/Veh: 26 . 8 14 .9 14 . 9 18 .3 0 . 0 18 . 3 24 . 8 9 .3 0 . 0 0 . 0 17 .4 17 .4 Queue: 8 0 3 0 0 0 0 17 0 0 29 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Au g - 1 1998 09 :49 : 15 Page 1 - 1 , ------------------ ------- -------- -- -------------------- - -- - ----- - - - - - - - - - - - - - - Patton Station Opening Year With Project , PM----------------------------------- Peak Hour ------- ---------------------- ----- ---- - --- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) }***##+}t#r+rw+rrrr 4rrx***rr}rr}r}Ytrrr}+#*}rtrtt}r+t}rrtt}wwwrw}+rt}}##tt}+}ttr Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 635 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 6 Optimal Cycle: , 120 Level Of Service: C x++#rx*rx##rr+++xx**rrr+w}r+tr##t+tr++wtw}}r*r*+rrtwttrrxx*rrrtr#}rx#*rwt*r*t+rr' Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T - R L - T - R L T - R ------------ I --------------- II --------------- � --------------- � --------------- Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I ' Volume Module: Base Vol : 244 12 116 15 0 17 22 1155 0 0 1151 18 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1. 05 Initial Bse: 256 13 122 16 0 18 23 1213 0 0 1209 19 , Added Vol : 0 0 5 0 0 0 0 149 0 0 139 0 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 256 13 127 16 0 18 23 1362 0 0 1348 19 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 ' PHF Adj : 0 . 94 0 . 94 0 . 94 0 . 67 1 . 00 0 . 67 0 . 91 0 .91 1 . 00 1 . 00 0 . 83 0 . 83 PHF Volume: 273 13 135 24 0 27 25 1496 0 0 1624 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol : 273 13 135 24 0 27 25 1496 0 0 1624 23 PCE Add : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 .00 Final Vol. : 1 273 13 135 24 0 27 25 1496 0 0 1624 23 Saturation Flow Module : --- � � --------------- � � --------------- -- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1. 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 .00 0 . 00 0 . 00 1. 97 0 . 03 Final Sat. : xxxx -158--1642 1700 0 1800 1700 3600 0 0 3550 50 - - -----Ana-- Capacity -1ysis- Module-: --- --------------- --------------- --------------- I Vol/Sat: 0 . 00 0 . 08 0 . 08 0 . 01 0 . 00 0 . 01 0 . 01 0 .42 0 . 00 0 . 00 0 .46 0 .46 Crit Moves : **** *rr* }}}* ***r Green/Cycle: 0 .28 0 .28 0 .28 0 . 18 0 . 00 0 . 18 0 . 08 0 .62 0 . 00 0 . 00 0 .53 0 .53 ' Volume/Cap: 0 . 00 0 .29 0 .29 0 . 08 0 . 00 0 . 08 0 . 18 0 .67 0 . 00 0 . 00 0 . 86 0 . 86 ------------ I ------=-------- --------------- --------------- --------------- � Level Of Service Module: Delay/veh: 34 .4 21.8 21 . 8 26 .2 0 . 0 26 .2 33 .1 10 .3 0 . 0 0 . 0 18 .5 18 .5 , User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1.00 1 . 00 1 . 00 1 . 00 1 .00 Adj Del/Veh: 34 .4 21 . 8 21 . 8 26 .2 0 . 0 26 . 2 33 . 1 10.3 0 . 0 0 . 0 18 .5 18 .5 Queue: 11 0 4 1 0 1 1 33 0 0 49 1 *+r#*r+trr}rt*w}rrt*rrr**t*rt+rr*tt*r*t rr*rr+rt*rr*t*+r*r**rxr+**r*rrr*x*+r*rr** ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Sat Au g 1 1998 09 : 38 : 45 oagP - - ----- --- - - - ---- -------- -------- - ------------- - -- --- --- ----- -- - -- - - - - - -- - - - - Patton Station Opening Year With Project AM Peak Hour ' Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +tx+xxtt xt x+xt+tt t+xtt xtt+xtxt rt+tx++tt rx+++t+txxt tx+tr+tx+tr+xx+tttxt+xtrrtxttr Intersection #6 Victoria Ave . (NS) / Highland Ave. (EW) ' +x+t++t+xx+x+r+txtt+tx++x+xrxxtt+txt+t x+t r+x+++x++t+ttr+tx++tttt++rtttx+ttttt+tr Cycle (sec) : 71 Critical Vol . /Cap. (X) : 0 . 436 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 3 Optimal Cycle: 71 Level Of Service: C ' xt+t++t tx+txr++tx+txt x+x+x+xx+t*rxtxrtt xxxtx++t+tx+x+ttrt+x+x+x+**txrtx++xtrt+tt Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T - R L - T - R - ---- ------- --------------- � � --------------- Control : Prot+Permit Prot+Permit II Protected Rights : Include Include Protected Min. Green: 10 22 22 10 22 22 10 Include 17 Include Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1100 27 0 17 Volume Module: Base Vol: 64 54 32 23 169 51 16 296 35 33 393 27 ' Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 Initial Bse: 67 57 34 24 177 54 17 311 _ 37 35 413 28 Added Vol : 0 0 48 17 0 0 0 106 0 39 85 14 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 67 57 82 41 177 54 17 417 37 73 498 42 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 80 0 . 80 0 . 80 0 . 82 0 . 82 0 . 82 0 .93 0.93 0 .93 0 . 76 0 . 76 0 . 76 PHF Volume: 84 71 102 50 216 65 18 449 40 96 655 55 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 84 71 102 50 216 65 18 449 40 96 655 55 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Final Vol . : I 84 71 102 50 216 65 18 449 40 96 655 55 Saturation Flow Module: ----- 11 --------------- 11 --------------- --------------- � Adjustment : 1800 xxxx 1800 1800 1800 xxx 1800 1800 0894 1800 1800 0894 1800 1800 ' Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1. 00 1 . 00 1 . 84 0.16 1 . 00 2 . 00 1.00 Final Sat . : xxxx 1800--1800 xxxx 1800 1800 1700 3306 294 1700 3600 1800 --------- -- ------- -- ---- Capacity Analysis Module: ---- Vol/Sat : 0 . 00 0 . 04 0 . 06 0 . 00 0 . 12 0 . 04 0 . 01 0 .14 0 .14 0 . 06 0 .18 0 . 03 Crit Moves : **** +x+r +xtx tx+x Green/Cycle: 0 .49 0 .31 0 .31 0 .49 0 .31 0 .31 0 . 14 0 .24 0 .24 0 . 14 0 .24 0 .24 Volume/Cap: 0 . 00 0.. 13 0 . 18 0 . 00 0 .39 0 . 12 II 0 . 08 0 .57 0 .57 0 . 40 0 .76 0 . 13 ---- II --------------- --------------- � � ------------''- Level Of Service Module: � ' Delay/Veh: 17 . 8 11.4 11. 6 17 .4 12 . 6 11 . 3 17 . 1 16. 0 User DelAdj : 1. 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 16 . 0 18 . 6 19 . 0 13 . 7 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 Adj Del/Veh: 17 . 8 11.4 11 . 6 17 .4 12 . 6 11.3 17 . 1 16 . 0 16 . 0 18 . 6 19 . 0 13 . 7 Queue : 2 1 1 1 3 1 0 8 1 2 13 1 tt+tt t'xttt xx+t xt x+xtt rt+txt xt+xx+tt ttx+tt xttt+tx+txxttxtt+txxtx++xtrx+xrtxtxxtrx 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Sat Aug 1, 1998 09 : 51 : 25 Page 1-_ , ---------------------- --- ----------------------------- ---- -- --- - --- - - - - - - - - - - - - - Patton Station Opening Year With Project , PM Peak Hour -------------------------------------------------------------- ---------- -- --- - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *xxt tt#t#t*#*#++tt tt+++**xt+#*#x*+*x*+xt txtt t+##xtxxt*+++#++#++ttxtt+++t+++#+++ Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 75 Critical Vol . /Cap. (X) : 0 . 563 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 22 . 3 Optimal Cycle: 75 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L--_--T--_--R L - T - R L - T - R L - T - R ------------ I - - I1 --------------- 11 --------------- --------------- 11 Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- �, Volume Module: Base Vol : 32 136 44 37 107 24 55 682 70 43 549 45 Growth Adj : 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 34 143 46 39 112 25 58 716 74 45 576 47 , Added Vol : 0 0 70 25 0 0 0 154 0 63 139 22 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 34 143 116 64 112 25 58 870 74 108 715 69 ' User Adj : 1. 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 PHF Adj : 0 . 82 0 .82 0 . 82 0 . 88 0 . 88 0 .88 0 . 99 0 .99 0 .99 0 .93 0 . 93 0 . 93 PHF Volume: 41 174 142 73 128 29 58 879 74 116 769 74 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol : 41 174 142 73 128 29 58 879 74 116 769 74 PCE Ad! : 1. 00 1.00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 .00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 Final Vol . : I 41 174 142 73 128 29 58 879 74 116 769 74 , Saturation Flow Module : ----- 11 --------------- ------------- -------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1.00 1 . 00 xxxx 1. 00 1 . 00 0 .94 1 . 00 1.00 0 .94 1 . 00 1. 00 , Lanes : 1 . 00 1.00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 84 0 .16 1. 00 2 . 00 1 . 00 Final Sat. : xxxx 1800 1800 xxxx 1800 1800 1700 3320 280 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- �, Capacity Analysis Module: Vol/Sat : 0 . 00 0 .10 0 . 08 0 . 00 0 . 07 0 . 02 0 . 03 0 .26 0 .26 0 . 07 0 .21 0 . 04 Crit Moves : **** **** t+tt ++tt Green/Cycle: 0 .47 0 .29 0 .29 0 .47 0 .29 0 .29 0 .15 0 .28 0 .28 0.13 0 .26 0 .26 , Volume/Cap: 0 . 00 0_.33 0 .27 0 . 00 0 .24 0 . 05 0 .22 0 . 95 0 . 95 0.51 0 . 82 0 . 16 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 18 . 6 13 .5 13 .2 19 . 0 13 . 1 12 .3 18 .1 29 .4 29 .4 21 . 1 21. 0 13 . 8 User DelAdj : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 AdjDel/Veh: 18 .6 13 .5 13 .2 19 . 0 13 .1 12 .3 18 .1 29 .4 29 .4 21. 1 21. 0 13 . 8 Queue: 1 3 2 1 2 0 1 22 3 2 16 1� xt x*t+t+*tt xtt x#*tt*xt+xtt xt xt txtt xt**+#xt x*#x##xt**#tt**++tt++tt++++*t+tt++**x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1 1998 09 : 38 :49 n - acre ------ - ------ - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #50 Victoria Ave . (NS) / Pacific St . (EW) #t*t++t+r+}}}xt+#x#+xxtt#t#t#+xtr#t#x#t}x#+t#x}tt t}xrtt+xtt#tttxxt+x#ttt}ttrtrt+ Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 527 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11 .4 Optimal Cycle: 60 Level Of Service: B rt+}}#}#rx#+x#}}x}txt+x+t+x+x#+}x#t#x#txx#tt x+x*xtx#xxt}xxx#x+tx#t+x#x#xttt+xx}t Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T ------------ I --------------- __ IControl : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 ------------ I --------------- II --------------- volume Module: II -------------- II --------------- I Base Vol : 91 276 36 82 208 44 30 216 159 34 114 60 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1'. 05 1 . 05 1 . 05 1 . 05 1. 05 Initial Bse: 96 290 38 86 218 46 32 227 167 36 120 63 Added Vol : 0 34 0 0 28 8 10 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Put : 96 ' 324 38 86 246 54 42 227 167 36 120 63 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 .95 0 . 94 0 . 94 0 . 94 0 . 82 0 .82 0 . 82 0 .91 0. 91 0 .91 PHF Volume: 101 341 40 92 262 58 51 277 204 39 132 69 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 101 341 40 92 262 58 51 277 204 39 132 69 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.00 1 . 00 1 . 00 1 . 00 1. 00 MLF Adj : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 ' Final Vol . : 1 101 341 40 92 262 58 51 277 204 39 132 69 Saturation Flow Module: ----- II --------------- II --------------- II --------------- I ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 Lanes : 1. 00 0 . 90 0 .10 1 . 00 0 .82 0 . 18 0 . 16 0 . 84 1 . 00 0 .16 0 .55 0 .29 Final Sat . : 1700 1611 189 1700 1474 326 280 1520 1800 293 990 517 ------------ ----- ______ ---- ------ I --------------- ------ Capacity Analysis Module: II -- II --------------- Vol/Sat : 0 . 06 0 .21 0 .21 0 . 05 0 .18 0 . 18 0 . 18 0 .18 0 .11 0 .13 0 .13 0 . 13 Crlt MOVES: +#++ }++} #*t* Green/Cycle: 0 .19 0 .37 0 .37 0 . 17 0 . 34 0 .34 0 .32 0 .32 0 .32 0.32 0 .32 0 .32 ' Volume/Cap: - I - 0 . 31 0_ -- .58 0 .58 0 .32 0 .52 0 . 52 0 . 58 0 .58 0 .36 0 .42 0 .42 0 .42 ----------- ---- ---- Level Of Service Module: ---- II --------------- II --------------- II --------------- I IDelay/Veh: 13 . 7 10 . 8 10 . 8 14 .5 10 . 8 10 . 8 12 .2 12 .2 10 .4 10. 8 10 . 8 10 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 13 . 7 10 . 8 10 . 8 14 .5 10 . 8 10 . 8 12 .2 12 .2 10 .4 10 .8 10 . 8 10 . 8 Queue : 1 5 1 1 4 1 1 4 3 1 2 1 +#+x#x#xxtx#t*+txt##+#+#x#t xt#+#**t#+#t+++#+++t+x+##+##x#x#++#+tx+#x#tx#}tt+t#xt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 :40 : 02 Page 1- ; ---- --------------------- -------------- ----- - -- ----- - - -- - - - - - - - - - - - Patton Station ' Opening Year With Project PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++*+++xt+xt xxttxxtt++tttxtt++xt t+ttttt+t++x++x+xxtt+ttt+x+tx+*+tr+x++t++tt+++tx� Intersection #50 Victoria Ave. (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (x) : 0 . 507 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 10 . 9 Optimal Cycle: 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L ------------ � ------------ ---------- Control : Protected Protected II Permitted - II ----PermitPerm -ted----- Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 ------------ I -------------.-- II --------------- volume Module: � I - II '--'----------- Base Vol : 77 189 36 68 279 43 26 101 94 20 162 28 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse: 81 198 38 71 293 45 27 106 99 21 170 29 Added Vol: 0 50 0 0 45 13 15 0 0 0 0 0 PasserByVOl : 0• 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 81 248 38 71 338 59 42 106 99 21 170 29 ' User Adj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 91 0 . 91 0 . 91 0 . 90 0 . 90 0 .90 0 . 88 0 . 88 0 . 88 0 .91 0 .91 0 . 91 PHF Volume : 89 273 42 79 375 65 48 121 112 23 187 32 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol : 89 273 42 79 375 65 48 121 112 23 187 32 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : I 89 273 42 79 375 65 48 121 112 23 187 32 Saturation Flow Module: -- 1i --------------- 1I --------------- II --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 ' Lanes : 1 . 00 0 . 87 0 .13 1. 00 0 . 85 0 . 15 0 .28 0.72 1 . 00 0.10 0 .77 0 . 13 Final Sat . : 1700 1560 240 1700 1534 266 511 1289 1800 171 1391 238 ------------ ----------- i � ---- Capacity Analysis Module : . ------ I, Vol/Sat : 0 . 05 0 . 17 0 . 18 0 . 05 0 .24 0 .24 0 . 09 0 . 09 0 . 06 0 .13 0 . 13 0 .13 Crit Moves : **** t+t+ +*xt Green/Cycle : 0 .17 0 .39 0 .39 0 .21 0 .43 0 .43 0 . 25 0 .25 0 .25 0 .25 0 .25 0 .25 ' Volume/Cap: 0 . 31 0_.45 0 .45 0 .22 0 .56 0 . 56 0 . 38 0 .38 0 .25 0 .54 0 .54 0 .54 ------------ I -------.-------- � I --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 14 .4 9 .2 9 . 2 12 . 6 9 . 0 9 . 0 12 .3 12 . 3 11 . 7 13 . 6 13 . 6 13 . 6 , User DelAdj : 1. 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 AdjDel/Veh: 14 .4 9 .2 9 .2 12 . 6 9 . 0 9 . 0 12 . 3 12 .3 11.7 13 .6 13 .6 13 .6 Queue : 1 3 1 1 5 1 1 2 2 xt+t+t+ttt+t++ttt+tttttttt+t tt+t++ttt+t++ttt+x++ttt***ttxttxt+*t*tt*tttttxtttttx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach ' MITIGB Sat Aug 1, 1998 09 : 38 : 54 0 -- --------- -- ------------ ------ - ---------------- _ _ ------------------ - - - -ag- - - - - Patton Station ' Opening Year With Project ---------------------------------AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++#}tttt#yt+t+tttt ttt+#+t+*tt}+#t tt#t}ttt}t+}##t tt*tt+*+*+#tt#}#*#t+*#+x+r#++r+# Intersection #54 Victoria Ave. (NS) / Baseline St . (EW) ' Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 594 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16 . 8 Optimal Cycle: 69 Level Of Service: C +x++t++t}+xtt t+t}tt ttt xt x+t*t+#t#t+}tttt+x++#tt+t}#*t*xxttxt*x*tart#tt+#+rtt+t}t Approach: North Bound South Bound East Bound West Bound Movement: L T R L - T - R L - T --------- ----------- IControl : Protected Protected II Protected Rights : -- Rights : Include Protected Protected Min. Green: 10 19 19 10 Include 19 10 Include 18 10 include 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ ----------- II - -------------- 1 0 1 1 0 Volume Module : --------------- Base Vol : 52 232 28 140 356 96 68 280 32 72 392 124 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 ' Initial Bse: 55 244 29 147 374 101 71 294 34 76 412 130 Added Vol : 0 17 0 0 14 14 17 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 55 261 29 147 388 115 89 294 34 76 412 130 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 79 0 . 79 0 . 79 0 . 75 0 . 75 0 .75 0 .74 0 .74 0 .74 0 . 78 0 .78 0 . 78 PHF Volume: 69 330 37 196 517 153 120 397 45 97 528 167 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 69 330 37 196 517 153 120 397 45 97 528 167 PCE Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad3 : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 IFinal Vol . : I 69 330 37 196 517 153 120 397 45 97 528 167 Saturation Flow Module: ----- --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1. 00 . 0 . 94 1. 00 1. 00 0 .94 1. 00 1 . 00 Lanes : 1 . 00 1. 80 0 .20 1. 00 1 .54 0 .46 1 . 00 1 . 80 0.20 1 . 00 1.52 0 .48 Final-Sat. : 1700 3237 363 1700 2778 822 1700 3233 367 1700 2735 865 - ---- ------ --------------- Capacity Ana ysis Module: - � Vol/Sat : 0 . 04 0 .10 0 . 10 0 . 12 0 . 19 0 .19 0 . 07 0 . 12 0.12 0 . 06 0 . 19 0 .19 Crit Moves : **#t ###+ }+*# tttt Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 Volume/Cap: - - 0 .28 0. -- .37 0 .37 0 . 80 0 . 68 0 . 68 0 .49 0 .47 0 .47 0 . 39 0 . 74 0 . 74 ----------- ---- ---- ---- --------------- Level Of Service Module: Delay/Veh: 17 .2 13 . 1 13 .1 29 . 5 15 . 7 15 . 7 18 . 8 14 .2 14 .2 17 . 8 17 .3 17 .3 User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1. 00 AdjDel/Veh: 17 . 2 13 . 1 13 .1 29 .5 15 .7 15 . 7 18 . 8 14 .2 14 . 2 17 . 8 17 .3 17 .3 Queue: 1 5 1 5 9 3 2 7 1 2 10 4 *+*++*+t+t t#t+t#t tt ttt*ttt tt ttttt tttt ttt t+*+t*tt t#ttt#t+ttt+t#ttt*ttttt+tt++t#tt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 40 : 06 Page i- '_ --- ----------- --- --- --------- - - -- - --- - - - - - - - - - - - - - - - Patton Station Opening Year With Project , PM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #54 Victoria Ave. (NS) / Baseline St . (EW) #*t}}4tY}t*}t tt4Y}}t}*t}t}xt4ttt#4}*#t1t}}tt}ttt}*x4*}t##xttxt##}tttt#t###t**##� Cycle (sec) : 69 Critical Vol . /Cap . (X) : 0 . 643 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17 .2 Optimal Cycle: 69 Level Of Service : C xxt#x+tt#tt}tt#t}}t*t}t}}#tt}t}t}tt*t}t}ttxttt}xt#}t}}*}tt}}*xtttt#x*#}t#}tx}tr� Approach: North Bound South Bound East Bound West Bound Movement: L - T R L - T R L - T - R -------- ------- ------- -- Control: Protected Protected Protected Protected___ Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0- � 1 0 1 1 0 ------------ --------------- � � --------------- � � -------------- � --------------- Volume Module: Base Vol : 100 396 136 108 216 88 116 424 72 40 328 88 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 initial Bse: 105 416 143 113 227 92 122 445 76 42 344 92 ' Added Vol : 0 25 0 0 22 22 25 0 0 0 0 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 105 441 143 113 249 115 147 445 76 42 344 92 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 70 0 .70 0 . 70 0 . 93 0 . 93 0 . 93 0 . 89 0 .89 0 . 89 0 . 93 0 . 93 0 .93 PHF Volume: 150 630 204 122 268 123 165 500 85 45 370 99 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol : 150 630 204 122 268 123 165 500 85 45 370 99 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 MLF Add : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 150 630 204 122 268 123 165 500 85 45 370 99 t Saturation Fl J ow Module: --- II --------------- I1 --------------- 11 --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 ' Lanes : 1. 00 1 .51 0 .49 1 . 00 1.37 0 . 63 1 . 00 1.71 0 .29 1. 00 1.58 0 .42 Final Sat. : 1700 2719 881 1700 2468 1132 1700 3077 523 1700 2840 • 760 ------------ I --------------- Capacity Analysis Module : � � � � --------------- fit Vol/Sat : 0 . 09 0 .23 0 .23 0 . 07 0 . 11 0 . 11 . 0 . 10 0 .16 0 .16 0. 03 0 .13 0 . 13 Crit Moves : }*}t }}}} }#}x 0 .13 Green/Cycle: 0 .14 0.28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .26 0 .26 0. 14 0.26 0 .26 , Volume/Cap: 0 . 61 0_. 84 0 . 84 0 .50 0 . 39 0 . 39 0 . 67 0 .62 0 . 62 0 . 18 0 .50 0 . 50 ------------ i --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 20 . 9 19 . 9 19 . 9 18 . 9 13 .3 13 .3 22 . 7 15.5 15 .5 16 . 8 14 .4 14 .4 User DelAdj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.00 1. 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 20 . 9 19 . 9 19 .9 18 . 9 13 .3 13 .3 22 .7 15 .5 15 .5 16 . 8 14 .4 14 .4 Queue: 3 13 5 2 4 2 3 9 2 1 6 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Sat Au g 1, 1998 09_52_29------- - ------- - - - g Pae 1.1 ------------------------- -------- ----- --- --- Patton Station Opening Year with Project -- ---- -- AM Peak Hour ------------------- -------------------------------------- ------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) ###*+}}t+t##x*+t}t}*t#t*t*4t#*+*fi*+4}*tt#**+fiYt*}tt}*fi*t}+*t*#*+**+*+*t++tttt*t♦ Cycle (sec) : 70 Critical Vol . /Cap . (X) : 0 . 589 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 .4 Optimal Cycle: 70 Level Of Service: g Approach: North Bound South Bound East Bound West Bound Movement : L T R L T R L - T - R L - T - R ------------ I --------------- --------------- ------------ - Control : Permitted Permitted Protected II Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1- � 1 0 1 1 0 ------------ --------------- � � --------------- � � -------------- � --------------- � Volume Module: Base Vol : 39 1 14 26 1 35 159 338 39 7 411 93 Growth Adj : 1. 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 ' Initial Bse: 41 1 15 27 1 37 167 355 41 7 432 98 Added Vol : 138 3 66 0 3 0 0 0 172 82 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 179 4 81 27 4 37 167 355 213 89 432 98 ' User Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 .55 0 .55 0 . 55 0 . 82 0 . 82 0 . 82 0 . 69 0 . 69 0 .69 0 . 79 0 .79 0 . 79 PHF Volume: 325 7 147 33 5 45 242 514 309 113 546 124 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 325 7 147 33 5 45 242 514 309 113 546 124 PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : 1 325 7 147 33 5 45 242 514 309 113 546 124 Saturation Flow Module------ --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 .94 1. 00 1 . 00 Lanes : 0 .98 0 . 02 1 . 00 0 . 87 0 .13 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1.63 0 .37 Final Sat. : 1762 38 1800 1563 237 1800 1700 3600 1800 1700 2934 666 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module : Vol/Sat : 0 . 18 0 . 18 0 . 08 0 . 02 0 . 02 0 . 03 0 . 14 0 . 14 0 .17 0 . 07 0. 19 0 . 19 Crit Moves: *t#} Green/Cycle: 0 .31 0 .31 0 .31 0 . 31 0 .31 0 . 31 0 .24 0 .33 0 .33 0 .22 0 .32 0 . 32 Volume/Cap: 0 .59 0 .59 0 .26 0 . 07 0 . 07 0 . 08 0 .59 0 .43 0 .51 0 .30 0 .59 0 .59 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: Delay/Veh: 14 . 2 14 .2 11 .6 10 . 9 10 . 9 10 . 9 16 . 8 11 . 8 12 . 7 14 . 8 13 .6 13 .6 User DelAdj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 AdjDel/Veh: 14 .2 14 . 2 11 . 6 10 . 9 10 . 9 10 . 9 16 . 8 11. 8 12 . 7 14 . 8 13 . 6 13 . 6 Queue : 6 0 2 0. 0 1 4 8 5 2 9 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 53 : 33 Page -- , ------------------------------------------------------- - - - - -- --- -- - - - - - - - - - - - - - - Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------------------------- - - -- - --- - --- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ***#**X*tttX Y**#xXX#XXX tX#tXX tX#ttX##tt+#X+x##tx XXXtt++t+*+#XXX*t#t##+t+x#ttttr Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) *+#tt x+#tXXXX xx#t#+++t*xtX##X t+ttX+*X xX x#+#++tX#++ttt+ttt#tX+++t++t++XtXtr+t++++' Cycle (sec) : 70 Critical Vol . /Cap . (X) : 0 . 594 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 1 Optimal Cycle: 70 Level Of Service : B xX fix*x+xX 4#X+X ttxxX+#XXX**XX**+**x*XX#i#X#tXt+t4##XXXXt**#i##X#X+xxt#+##t XtXXt+t' Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ----------- ------------- -------------- 11 --- ---------- -- Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- �� Volume Module: Base Vol : 62 2 30 104 1 176 44 688 58 6 654 13 Growth Adj : 1. 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 : 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 65 2 32 109 1 185 46 722 61 6 687 14 ' Added Vol: 225 4 108 0 5 0 0 0 249 120 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 290 6 140 109 6 185 46 722 310 126 687 14 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 PHF Adj : 0 .71 0 .71 0 .71 0 . 78 0 . 78 0 .78 0 . 96 0 .96 0 .96 0 . 97 0 .97 0 . 97 PHF Volume : 409 9 196 140 8 237 48 753 323 130 708 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 409 9 196 140 8 237 48 753 323 130 708 14 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1.00 1. 00 1. 00 1 . 00 1 . 00 Final Vol . : 1 409 9 196 140 8 237 48 753 323 130 708 14 Saturation Flow Module: ----- II II ------------ II ------------ I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 0 . 94 1 . 00 1 .00 0. 94 1 . 00 1 . 00 , Lanes : 0 . 98 0 . 02 1 . 00 0 .95 0 . 05 1 . 00 1 . 00 2 . 00 1. 00 1. 00 1 .96 0 . 04 Final Sat . : 1761 39 1800 1703 97 1800 1700 3600 1800 1700 3530 70 ------------ I --------------- --------------- --------------- --------------- �� Capacity Analysis Module: Vol/Sat : 0 .23 0 .23 0 . 11 0 . 08 0 . 08 0 . 13 0 . 03 0 .21 0 . 18 0 . 08 0 .20 0 .20 Crit Moves : *##* x+X# #tXX Green/Cycle: 0 .38 0 .38 0 .38 0 .38 0 . 38 0 . 38 0 . 20 0 .35 0 .35 0. 14 0 .29 0 .29 ' Volume/Cap: 0 . 61 0 .61 0 .28 0 .21 0 .21 0 . 34 0 . 14 0 . 61 0 .52 0 .54 0 . 68 0 .68 ------------ I --------------- ---------- --------------- --------------- � Level Of Service Module: Delay/Veh: 12 . 3 12 .3 9 . 7 9 .4 9 .4 10 . 0 15 . 1 12 .9 12 .5 19. 8 15 .4 15 .4 , User DelAdj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 12 . 3 12 .3 9 .7 9 .4 9 .4 10 . 0 15 . 1 12 .9 12 .5 19 . 8 15 .4 15 .4 Queue: 7 0 3 2 0 3 1 12 5 3 13 1 , *X*+X#*++XX#+XX#*XX#####XX##X+XX#XX#*++XX#XX#x+#t+#X+XX#++++XtX++XXXtXX#tXX##tXX Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Sat Aug 1, 1998 10 : 02 :49 Pacxe ---------------------- - -- - - - - - - -- - -- - - - - - - - - - - - - - - - Patton Station I Opening Year with Project AM Peak Hour ----------------------------------------------------------------- --- - - -- --- - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x+++xx+x+++++t+xx+xtxxx#*xxx*xt##txx##txtttx#+txxx*t##tx++++#tx+x++x++#++++++r++ Intersection #8 Central Ave. (NS) / Highland Ave. (EW) +x+*#*xx**++++xt+x+*+++++x+rrx*+++++++++xxx+++++++++++++++x*+++++xx++++r+x+++++x ' Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 307 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 4 . 9 Optimal Cycle: 60 Level Of Service : A +x++++xxxx*++x++xx*+t+x+x*++++++++x*t+x++++x++x#++++*tt++xt+++x++++++xx+++x+++++ Approach: North Bound South Bound East Bound west Bound Movement : L T R L T R L T - R L - T - R ------------ I --------------- I1 --------------- 1I --------------- I1 ----- ----- - ---- I ' Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ I --------------.- II --------------- II --------------- --------------- I Volume Module: Base Vol : 66 0 26 0 0 0 0 345 23 4 473 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 IInitial Bse.: 69 0 27 0 0 0 0 362 24 4 497 0 Added Vol : - 0 0 3 0 0 0 0 66 0 3 82 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 69 0 30 0 0 0 0 428 24 7 579 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 88 1 . 00 0 . 88 1 . 00 1 . 00 1. 00 1 . 00 0 . 81 0 . 81 0 . 76 0 .76 1 . 00 PHF Volume: 79 0 34 0 0 0 0 529 30 9 761 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 79 0 34 0 0 0 0 529 30 9 761 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 ' Final Vol . : I 79 0 34 0 0 0 0 529 30II 9 761OI Saturation Flow Module - II --------------- II -------------- --------------- Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Lanes : 0 . 70 0 . 00 0 .30 0 . 00 0 . 00 0 . 00 0 . 00 1 . 89 0 . 11 0 . 02 1 . 98 0 . 00 Final Sat . : 1258 0 542 0 0 0 0 3407 193 42 3558 0 ------------ I --------------- II --------------- II --------------- II --------------- I Capacity Analysis Module : Vol/Sat : 0 . 06 0 . 00 0 . 06 0 . 00 0 . 00 0 . 00 0 . 00 0 . 16 0 . 16 0 .21 0 .21 0 . 00 Crit Moves : **** #*++ Green/Cycle : 0 .33 0 . 00 0 . 33 0 . 00 0 . 00 0 . 00 0 . 00 0 . 57 0 . 57 0 . 57 0 .57 0 . 00 Volume/Cap: 0 . 19 0 . 00 0 . 19 0 . 00 0 . 00 0 . 00 0 . 00 0 .27 0 .27 0 .38 0 .38 0 . 00 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 9 .2 0 . 0 9 .2 0 . 0 0 . 0 0 . 0 0 . 0 4 .3 4 . 3 4 . 7 4 . 7 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 9 . 2 0 . 0 9 .2 0 . 0 0 . 0 0 . 0 0 . 0 4 . 3 4 . 3 4 . 7 4 . 7 0 . 0 Queue: 1 0 0 0 0 0 0 5 0 0 7 0 +x*++*x*+++*+++x*++tt++xx*t*t++++xx++x+*+*+++x*+xt+#*t*tt#*xt+*t+**++#*++#*++#*+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach I , I , MITIG8 Sat Aug 1, 1998 10 : 03 : 18 Page - ---------------------------------------- ---------- - ----- - - - --- - - - - - - - - - - - - - - - - - Patton Station , Opening Year With Project PM Peak Hour --------------------------------------------------------------- --- --- - - - -- - - -- -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #8 Central Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 358 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 2 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T-- _--R L - T - R --------- ------------- ------- --- -------- - -- � Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ I --------------- --------------- --------------- --------------- �' Volume Module: Base Vol : 46 0 14 0 0 0 0 773 50 9 637 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 48 0 15 0 0 0 0 812 53 9 669 0 Added .Vol : 0 0 4 0 0 0 0 108 0 5 120 0 PasserByVol : 0 0 0 0 0 o 0 0 0 0 0 0 Initial Fut : 48 0 19 0 0 0 0 920 53 14 789 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 75 1 . 00 0 . 75 1 . 00 1 . 00 1 . 00 1 . 00 0 . 99 0 . 99 0 . 96 0 .96 1 . 00 PHF Volume: 64 0 25 0 0 0 0 929 53 15 822 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 64 0 25 0 0 0 0 929 53 15 822 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 64 0 25 0 0 0 0 929 53 15 822 0 ----------- - --------------- � � --------------- � � --------------- � � --------------- � Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 .00 1 . 00 0 . 941 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Lanes : 0 . 72 0 . 00 0 .28 0 . 00 0 . 00 0 . 00 0 . 00 1 . 89 0 . 11 0 . 04 1 . 96 0 . 00 Final Sat . : 1294 0 506 0 0 0 0 3406 194 65 3535 0 ------------ I --------------- --------------- --------------- --------------- �■ Capacity Analysis Module: ■ Vol/Sat : 0 . 05 0 . 00 0 . 05 0 . 00 0 . 00 0 . 00 0 . 00 0 .27 0 .27 0 . 23 0 .23 0 . 00 Crit Moves : **** Green/Cycle: 0 .33 0 . 00 0 .33 0 . 00 0 . 00 0 . 00 0 . 00 0 .57 0 . 57 0.57 0 .57 0 . 00 Volume/Cap: 0 . 15 0_..00 0 . 15 0 . 00 0 . 00 0 . 00 0 . 00 0 .48 0 .48 0.41 0 .41 0 . 00 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 9 . 1 0. 0 9 . 1 0 . 0 0 . 0 0 . 0 0 . 0 5 . 1 5 . 1 4 . 8 4 . 8 0 . 0 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 9 . 1 0 . 0 9 . 1 0 . 0 0 . 0 0 . 0 0 . 0 5 . 1 5 . 1 4 . 8 4 . 8 0 . 0 Queue : 1 0 0 0 0 0 0 9 1 0 8 01 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIGB---------------------Mon Aug 3 1998 14 : 08 : 05 Page 1-1 ---- - - ------- -- -- ---------- - - -- -- ---------- --- - - -- -- - - - Patton Station Opening Year With Project ----- AM Peak Hour ------------------------- -------------------------------------------- Level Of Service Computation Report ' 1994 HCM Unsignalized Method (Future Volume Alternative) }+##xxt*#*44xx}**tt+#t***t+ttttt*ttttt44ixx1ttx*##t}tt#tt#tx}+txt}tx+***++**#+t# Intersection #38 Central Ave. (NS) / Project Entrance (EW) x*+tx#}+#*++t+t##*x+}*#x}#x#txt+*tx#tttt#t***+t}#t}#+#+}t++x+x#+t+*+++xx++rx++## IAverage Delay (sec/veh) : 1 . 1 Worst Case Level Of Service: A #*xt*x*+tt****Yxttt*txt**t}**x*t*+t*tx*+#+*++}*}#tt}#}#++tt**xt*t*}txxt#*+}t+*tx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R 1 ------------ I --------------- ► I --------------- ---- -------- II - -- 11 ------ ign--- I Control : Uncontrolled Uncontrolled Stop Sign Stop Si Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ I --------------- 11 --------------- 11 --------------- II --------------- I Volume Module: Base Vol : 0 92 0 0 27 0 0 0 0 0 0 0 Growth Adj : 1 . 05 1 . 05 1 . 05 1. 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 .05 Initial Bse: 0 97 0 0 28 0 0 0 0 0 0 0 Added Vol: 51 0 0 0 0 3 3 0 41 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Fut : 51 97 0 0 28 3 3 0 41 0 0. 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 .00 PHF Volume: 51 97 0 0 28 3 3 0 41 0 0 0 ' Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 51 97 0 0 28 3 3 0 41 0 0 0 Adjusted Volume Module: Grade: 0%. 096 09c 096 'k Cycle/Cars : xxxx xxxx X = xxxx XKXX xxxx xxxx xxxx $ Truck/Comb: xxxx XXXx xxxx xxxx Y-= X= X-= Xxxx PCE Adj : 1 . 10 1. 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1.10 1 . 10 1 .10 1.10 Cycl/Car PCE: xxxx xxxx X-I= xxxx xxxx Xxxx M-= xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx X-1= xxxX Adj Vol . : 56 97 0 0 28 3 3 0 45 0 0 0 Critical Gap Module: MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 .6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xxxxx{ xxxx xxxxx 6 .5 xxxx 5 .5 xxxxx xxxx xxxxx ------------ ----------- ------------ Capacity Module: Cnflict Vol : 31 xxxx xxxxx xxxxx xxxx xxxxx 177 xxxx 30 xxxx xxxx xxxxx Potent Cap. : 1656 xxxx xxxxx xxxx xxxx xxxxx 836 xxxx 1337 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 97 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap. : 1656 xxxx xxxxx xxxx xxxx xxxxx 807 xxxx 1337 XXXx xxxx xxxxx ---------- I -------=------- II --------------- II --------------- II --------------- I Level Of Service Module: Stopped Del : 2 .2 xxxx xxxxx xxxxx xxxx xxxxx 4 .5 xxxx 2 . 8 xxxxx xxxx xxxxx LOS by Move: A * * * * * A * A * t # Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxxx xxxxx xxxxx Shrd StpDel :xxxxx xX xxxxx xxxxx xxxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ' Shared' LOS : * * t + t + # } t * # t ApproachDel : 0 . 8 0 . 0 2 . 9 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Mon Aug 3 , 1998 14 : 08 :33 1 -------------------------------------- _ _ � --------------------------- - --age-, - - - Patton Station ' Opening Year With Project PM Peak Hour ------------------------------------I------------------------------- -- -- ------- - Level Of Service Computation Report ' 1994 HCM Unsignalized Method (Future Volume Alternative) xtxt+#xt x#x+++t xxttt+++xx+t t#xt+t++#+t ttt+tt t++t+tt++x++t+++tt+tx+ttt+t+t+ttxt+t Intersection #38 Central Ave. (NS) / IProject Entrance (EW) tt+tx+#ttt+t xx+++tttt++xx++xt+txt+ttx+++++**+*t+ttxx+tttt++rxt++x++t++xxx+x++xxx� Average Delay (sec/veh) : 1 . 5 I Worst Case Level Of Service : A tt+x+xx+++x+xt+txxt+++++xx+xtx++t+tt tl+tt++txx+t+++t+xttttttttxtt+tt++ttxtttx+t.t Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - IT - R L - T - R L - T - R_ Control : Uncontrolled Uncontrolled Stop Sign Stop � Sign Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ -------------- -------------- � � --------------- � � --------------- � Volume Module: Base Vol : 0 60 0 0 59 0 0 0 0 0 0 0 Growth Adj : 1. 05 ' 1. 05 1 . 05 1 . 05 1.105 1. 05 1 . 05 1. 05 1 . 05 1 . 05 1. 05 1 . 05 , Initial Bse: 0 63 0 0 62 0 0 0 0 0 0 0 Added Vol: 75 0 0 0 0 5 4 0 67 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 , Initial Fut : 75 63 0 0 62 5 4 0 67 0 0 0 User Adj : 1. 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 1. 00 1. 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Volume: 75 63 0 0 62 5 4 0 67 0 0 0 Reduct Vol : 0 0 0 0 10 0 0 0 0 0 0 0 Final Vol . : 75 63 0 0 i2 5 4 0 67 0 0 0 Adjusted Volume Module: Grade: 0'k 0$ 0%; 09, k Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xx xxxx Truck/Comb: xxxx xxxx xxxx xxxx X2= xxaac xxxx X3= PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1.10 1.10 1.10 1 .10 1. 10 1 .10 Cycl/Car PCE: xxxx X = XXXX xxxx XXXX XXXX 7c]gCK X7[7tx t Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx X:2= xxxx xxxx Adj Vol . : 83 63 0 0 62 5 4 0 74 0 0 0 Critical Gap Module: MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xix xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 .5 xxxx 5 .5 xxxxx xxXX XYYYY ------------ --------------- 11 -------i------- 11 --------------- � � --------------- I Capacity Module : Cnflict Vol : 67 xxxx xxxxx xxxx xxxx xxxxx 202 xxxx 64 xxxx xxxx xxxxx Potent Cap. : 1593 xxxx YYXYY xxxx xxxx xxxxx 808 xxxx 1284 XXXX xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx YYXYY 0 . 95 xxxx 1. 00 xxxx xxxx xxxxx Move Cap. : 1593 xxxx xxxxx xxxx xxxx xxxxx 766 xxxx 1284 xxxx xxxx xxxxx ------------ I --------------- 11 --------------- --------------- Level Of Service Module: Stopped Del: 2 .4 xxxx xxxxx xxxxx xxxx xxxxx 4 . 7 xxxx 3 . 0 xxxxx xxxx xxxxx LOS by Move : A * * * + * A * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx Shared LOS : * + + + + + + x ApproachDel : 1 .3 0 . 0 3 .1 0 . 0 Traffix 6 . 8 . 0827 (C) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 tMITIG8 Sat Au g 1, 1998 09 : 39 : 10 Page - -------------- -- ---------------- ----------- -- ------ ----- ---- -- - -- - - - - - - - - - - - - - ' Patton Station Opening Year with Project AM Peak Hour ------------------------------------------ -- ------- -- -- --- - -- - - --- - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) +#+t*x+t+*#}#**t+*++#**+t t#t+t*+++++++#txx+#*+t}+*}+}*#rxx++#x#t#####**#tt+x*++x Intersection #39 Central Ave . (NS) / Pacific St . (EW) *t*++t+t4*++tx*+}x#++tx}4*#**+#t#t#t+*++44**#*4*+#*+*+tttxx}#tttt#*}#t*ttrt+rt*} Average Delay (sec/veh) : 3 . 0 Worst Case Level Of Service: B #*tt#44t##4***+txt*t**+**#*4#4t 4#*+*+++tx*}x}}}tt+tt+t+####**#tt+tttx*t*#t4tt#Yt Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --- Si II -lled -------- Control : Stop Sign Stop -- Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ I --------------- 11 --------------- Volume Module: --------------- --------------- Base Vol: 57 14 36 25 11 3 33 101 9 23 89 49 Growth Adj : 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1. 05 1 . 05 Initial Bse: 60 15 38 26 12 3 35 106 9 24 93 51 Added Vol : 0 17 0 22 14 6 7 0 0 0 0 27 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 60 32 38 48 25 9 42 106 9 24 93 79 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 72 0 . 72 0 . 72 0 . 75 0 . 75 0 . 75 0 . 87 0 .87 0 . 87 0 . 71 0 . 71 0 . 71 PHF Volume: 83 44 53 64 34 12 48 122 11 34 132 111 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 83 44 53 64 34 12 48 122 11 34 132 111 Adjusted Volume Module: Grade: 0%. 0%- 096 0%. $ Cycle/Cars : xxxx xxxx x=xx xxxx XXXX xxxx X.) = Xxxx $ Truck/Comb: X=xx xxxx X=xx xxxx xxx= XYYX xxxx XXXX ' PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1. 10 1 .10 1 . 10 1 . 00 1 . 00 1 .10 1. 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx Xxxx xxxx xxxx xxxx X=xx xxxx xxxx Adj Vol . : 91 49 58 71 37 13 52 122 11 37 132 111 ' Critical Gap Module : MoveUp Time: 3 . 4 3 .3 2 . 6 3 .4 3 .3 2 . 6 2 .1 xxxx xxxxx 2 .1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 .5 6 . 5 6 . 0 5 .5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxxl ------------ I --------------- II --------------- II --------------- II --------------- Capacity Module : Cnflict Vol : 419 452 127 445 402 187 243 xxxx xxxxx 133 xxxx xxxxx Potent Cap. : 606 632 1193 585 671 1113 1313 xxx= xxxxx 1482 xxxx xxxxx Adj Cap: 0 . 90 0 .94 1 . 00 0 . 85 0 . 94 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 544 591 1193 497 628 1113 1313 xxxx xxxxx 1482 xxxx xxxxx ----- ------- I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Stopped Del : 7 . 8 6 . 6 3 .2 8 . 3 6 . 1 3 .3 2 . 8 xxxx xxxxx 2 .5 xxxx xxxxx LOS by Move: * * A * * A A * + A : t Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 560 xxxx xxxxx 535 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 8 . 3 xxxx xxxxx 8 .2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B + + B # # * + * + * + ApproachDel: 6 .1 7 . 1 0 . 8 0 .3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach t I MITIG8------------- --- - -Sat Aug 1, 1998 09 :40 : 34 Page ; 1 ------------------------------ - -- - - - - - -- - - -- - - - - - - - Patton Station ' Opening Year With Project PM Peak Hour -------------------------------------------------------- - --------- -- --- -- - -- -- -- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ++t+t*t#t*+t*t++#+t+tt#t trtt ttt t*t*t+r+tttt tt*ttrr*rrr#t*+r++rr#rtr+++xrr+trrrr, Intersection #39 Central Ave. (NS) / Pacific St . (EW) +ttt t+xtr*t++txt+#tt*}t+t*+t fi*t}*ttx+tx*t+tt tt4ti#ttttttt++#x4#*+t+t*trtrr+ttrx� Average Delay (sec/veh) : 3 .4 Worst Case Level Of Service : x*}fit t*t*t*x*t#ttt*fi*t#*t#**++#t#fttt t#**t#ttxtxt#ttttt++t+#fi*rtxt#*+tttt++*rrxr Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L _ -T -_--R L - T - R L - T - R ------------ I ------ ---- -- 11 ---- Control : Stop Sign Stop Si I I Uncontro"l-l-e-d-- I I --U-ncontrolled Rights : Include Include - - I Include include ■ Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ I --------------- II --------------- 11 --------------- II --------------- I■ Volume Module: Base Vol : 70 12 100 39 11 8 16 115 34 35 75 28 , Growth Adj : 1 . 05 1. 05 1. 05 1 . 05 1. 05 1 . 05 1. 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 Initial Bse : 74 13 105 41 12 8 17 121 36 37 79 29 Added Vol: 0 25 0 36 22 9 10 0 0 0 0 40 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 74 38 105 77 34 17 27 121 36 37 79 69 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 '1 . 00 PHF Adj : 0 . 89 '0 .89 0 . 89 0 . 85 0 . 85 0 . 85 0 . 81 0 .81 0 . 81 0 . 91 0 . 91 0 .91 PHF Volume: 83 42 118 90 40 20 33 149 44 40 87 76 j Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 83 42 118 90 40 20 33 149 44 40 87 76 Adjusted volume Module: Grade : Olk 096 096 , 0� * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx 10= xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 .10 1 . 10 1 . 10 1. 00 1 . 00 1. 10 1 . 00 1. 00 Cycl/Car PCE: xxxx xxxx XXxx xxxx xxxx XD= xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx XD= Adj Vol. : 91 46 130 99 44 22 36 149 44 44 87 76 Critical Gap Module: MoveUp Time: 3 .4 3 .3 2 . 6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 .1 xXXX xxxxx , Critical Gp: 6 . 5 6 . 0 5 .5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ I --------------- II --------------- 11 --------------- --------------- Capacity Module: III Cnflict Vol : 399 407 171 449 391 125 163 xxxx xxxxx 193 xxxx xxxxx 1 Potent Cap. : 622 667 1134 582 680 1197 1434 xxxx xxxxx 1387 xxxx xxxxx Adj Cap: 0 . 89 0 .94 1. 00 0 . 80 0 . 94 1 . 00 1 . 00 xxxx xxxxx 1. 00 xxxx xxxxx Move- - I - -- -- 11 - -- - - Cap. : 553 629 1134 465 642 1197 1434 xxxx xxxxx 1387 xxxx-xxxxx ' ---- ------ --- --- ---- --- --------- II ---- ---- ----- II --------- ----- I Level Of Service Module: Stopped Del : 7 . 6 6 . 1 3 .5 9 . 6 6 . 0 3 . 1 2 . 6 xxxx XXYYX 2 . 7 XXXX YYYYY LOS by Move: + t A * * A A * + A t t Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 577 xxxx XYYYX 508 xxxx xxxxx XXXx xxxx =CXX xxxx X-)= XXXXX Shad O 8 . 0 XXXX XXXXX 9 . 5 XXX Shared d LOS : B g xxxx xxxxx - x xx XXXX XXXXX XXYYX 7�x X XJ= ' + + * * t t t t + * ApproachDel : 5 .4 7 . 8 0 .4 0 . 6 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 39 : 14 --------------------------- - - ------ - ---- - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour ---------------------------------------- --------- -- Level Of Service Computation Report 1994 HCM Operations Method (Future volume Alternative) ++t*#*tt4#t*}#t**t#tt##*#*t#*t#}}**}}t#}#**#x#t}+#*}#}}#**}*+##r+#}}++#+tttttttt Intersection 49 Orange St . (NS) / Highland Ave. (EW) +#rxttt x}t+xx*++rt+#t*+x}+t+xtr+}x+x}++tt+++#x#t#rt}#xtt#txx##trr#+*t+trrrtrrr## Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 336 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 6 , 7 Optimal Cycle: 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R_ L T R ---- ---- -- ------- � � -------------- ' --- � � -------------- -------- - - � ----- ----- -- Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ' --------------- --------------- --------------- --------------- Volume Module � Base Vol : 58 100 20 140 113 65 36 284 27 40 351 98 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse : 61 105 21 147 119 68 38 298 28 42 369 103 Added Vol: 0 0 0 0 0 7 6 63 0 0 79 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 61 105 21 147 119 75 43 361 28 42 447 103 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 82 0 .82 0 . 82 0 . 72 0 . 72 0 .72 0 . 93 0 .93 0 .93 0 . 81 0 . 81 0 . 81 PHF Volume: 74 128 26 204 165 104 47 389 30 52 552 127 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 74 128 26 204 165 104 47 389 30 52 552 127 PCE Ad) : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 Final Vol . : I 74 128 26 204 165 104 47 389 30 52 552 127 Saturation Flow Module------ --------------- --------------- H --------------- � ' Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1. 00 Lanes : 1. 00 0 . 83 0 .17 1. 00 0 .61 0 .39 1. 00 1. 86 0 . 14 1. 00 2 . 00 1. 00 Final Sat . : 1700 1496 304 1700 1104 696 1700 3342 258 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 09 0 . 09 0 . 12 0 .15 0 . 15 0 . 03 0 . 12 0 . 12 0 . 03 0 . 15 0 . 07 Crit Moves : }#}} }### Green/Cycle: 0 .44 0 .44 0 .44 0 .44 0 .44 0 .44 0 .46 0 .46 0 .46 0 .46 0 .46 0 .46 Volume/Cap: 0 . 10 0 . 19 0 . 19 0 .27 0 .34 0 . 34 0 . 06 0 . 26 0 .26 0 . 07 0 . 34 0 .15 ------------ I ----------------- --------------- Level Of Service Module: fDelay/Veh: 6 . 3 6 . 6 6 . 6 6 . 9 7 . 1 7 . 1 5 . 9 6 .5 6 .5 5 . 9 6 . 8 6 .2 User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 6 .3 6 .6 6 .6 6 .9 7 .1 7 .1 5 . 9 6 .5 6 .5 5 . 9 6 . 8 6 .2 Queue: 1 1 0 2 2 1 0 4 0 0 6 1 +#x+**#t##+#t tt+#++#*#t*##tt+++##ttt+*#t}xz+x+#++ttx*}***t#}*##*++#}x*+*x*+}t#*+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 : 40 : 38 'Pace----- ---------- ------ - -- Patton Station Opening Year With Project ---------------------------------PM Peak Hour - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave. (EW) Cycle (sec) : 60 Critical Vol . /Cap. (x) : Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay 0 . 331 Optimal Cycle: 60 g Y (sec/veh) : 5 . 3 Level Of Service : B #x*x#}x*x}#xt*t#xt*x}xx#}#}#xtx#xxtt*t##*xxtxt#x*xttxxxx}#x}x}}txr}#x*}x#x*r#rxr� Approach: North Bound South Bound East Bound Movement : L - T - R L - T - R L T R West Bound ------------ _ ____ - - L - T - R Control : Permitted II Permitted - II Permitted ----------- II ------------ --- I Rights : Include Include Permitted Min. Green: 20 20 20 20 20 20 15 In15ude 15 15 Inisude 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 volume Module: --------- II --------------- II -------------- - I Base Vol : 54 27 42 75 29 35 92 616 102 40 466 129 1 . 05 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 _ 42 489 135 1 . 05 1 . 05 1 . 05 07 Initial Bse: 57 28 44 79 30 37 97 647 _ . Added Vol : 0 0 0 0 0 10 9 103 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 115 0 Initial Fut : 57 28 44 79 30 47 106 750 107 42 604 135 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 93 0 . 93 0 . 93 0 . 87 0 . 87 0 . 87 0 .96 0 .96 0 .96 0 .96 0 .96 0 .96 PHF Volume: 61 30 47 91 35 54 110 781 .96 44 629 141 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol : 61 30 47 91 35 54 110 781 112 44 629 141 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1.00 1. 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 Final Vol . : 61 30 47 91 35 54 110 781 112 44 629 1411 ------------ ________ ----- : -- II --------------- II - saturation F ow Module: ----- II --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1. 00 1 . 00 0 .94 1. 00 1 . 00 , Lanes : 1 . 00 0 . 39 0 .61 1. 00 0 .39 0 . 61 1. 00 1.75 0 .25 1 . 00 2 . 00 1 . 00 Final Sat. : 1700 701 1099 1700 708 1092 1700 3148 452 1700 3600 1800 Capacity Analysis Modules --- II --------------- II --------------- II ------------- Vol/Sat : 0 . 04 0 . 04 0 . 04 Crit Moves : 0 . 05 0 . 05 0 . 05 .0 . 06 0 .25 0 .25 0 . 03 0 .17 0 . 081 #,## #x## Green/Cycle: 0 .33 0 .33 0 .33 0 . 33 0 .33 0 . 33 0 . 57 0 .57 0 .57 0 .57 0 .57 0.57 ' Volume/Cap: 0 . 11 0 . 13 0 . 13 0 . 16 0 .15 0 . 15 0 . 11 0 .44 0 .44 0 . 05 0 .31 0 . 14 ------------ _______ --------------- II --------------- Level Of Service Module : II ------- II --------------- I Delay/Veh: 8 . 9 9 . 0 9 . 0 9 .1 9 . 1 9 . 1 3 .9 4 . 9 4 . 9 3 .7 4 .4 4 . 0 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 8 . 9 9 . 0 9 . 0 9 . 1 9 .1 9 . 1 3 .9 4 . 9 4 . 9 3 .7 4 .4 4 . 0 Queue: 1 0 1 1 0 1 1 g ' x#x#}x#.xt t*}+x#x#}t#xtx#xxtxt}t}x}*xx###tt x+#+x}#xx##txx}xx#x#x}##x�tx##6####xxt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach IMITIG8 Sat Aug 1, 1998 09 : 39 : 17 -- --- ----- ------------------ ------ - - - -- - - - - - - - - - - - - - - - - - - - Patton Station Opening Year With Project AM Peak Hour --------------------------------------------- --- ----- --- - - -- - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #10 Palm Ave. (NS) / Highland Ave . (EW) xx*##t#t+*+*#x t*##*+*+t*#*+ttx+t+it ttttxttxfi+t+f#}}x++}#**t+++##ttx+tx++###++#+# Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 358 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 14 . 6 Optimal Cycle: 72 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T R L - T - R_' -- - --- - --- -- -- - -- -- --Control : Protected Protected Protected Protected Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- volume Module: Base Vol : 72 109 44 38 121 121 83 226 97 37 291 36 MGrowth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 Initial Bse: 76 114 46 40 127 127 87 237 102 39 306 38 Added Vol : 7 0 0 0 0 7 6 52 6 0 65 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Put : 82 114 46 40 127 134 93 290 107 39 371 38 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 82 0 . 82 0 . 82 0 . 83 0 . 83 0 .83 0 . 89 0 . 89 0 .89 PHF Volume : 97 135 54 49 155 163 112 349 129 44 417 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 97 135 54 49 155 163 112 349 129 44 417 42 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 Final Vol . : 97 135 54 49 155 163 112 349 129 44 417 42 - 11 --------------- Saturation F -ow--Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0. 89 1 . 00 1 . 00 0 . 94 1. 00 1. 00 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1. 00 Lanes : 2 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1.46 0 .54 1. 00 2 . 00 1.00 Final Sat. : 3200 1800 1800 1700 1800 1800 1700 2628 972 1700 3600 1800 ----- --------------- --------------- --------------- 11 --------------- I Capacity Analysis Module: vol/Sat : 0 . 03 0 . 07 0 . 03 0 . 03 0 . 09 0 . 09 0 . 07 0 . 13 0 .13 0 . 03 0 . 12 0. 02 Crit Moves : **** ##++ #x## }**} Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 . 28 0 . 28 0 . 14 0 .28 0 .28 0 .14 0 .28 0 .28 Volume/Cap: 0 .22 0 .27 0 .11 0 .21 0 . 31 0 . 33 0 .47 0 .48 0 .48 0 .19 0 .42 0 . 08 ------------ 1 --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 17 . 8 13 .2 12 .5 17 . 8 13 .3 13 .4 19 . 6 14 .3 14 .3 17 .7 13 .9 12 .4 User DelAdj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 Adj Del/Veh: 17 . 8 13 . 2 12 .5 17 . 8 13 . 3 13 .4 19 .6 14 .3 14 .3 17 . 7 13 .9 12 .4 Queue: 2 2 1 1 2 3 2 6 2 1 7 1 i Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R. K & J.K, Newport Beach MITIG8 Sat Aug 1, 1998 09 :40 :42 Page : - - , ---------------- ------- ------------------- ----- ------- --- - - ---- - - - - - - - - - - - - - - - - - ' Patton Station Opening Year With Project PM Peak Hour ------------------------------------------------------- ------------- - - -- - - - - -- - - Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) +******x****xx***x+t**xt*+t*#t*tt tt+txt*t*t tt+#ttxx*t+*+t*******xxxtxxrtxxxxxxxx Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) +xx**xxxx+xxtxxxxx*#t*#xtxxt*xxx*+*xx*t+xx+x#x+xxxxx t*t++t+x++xx*rx*++x+xrxtrxx� Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 484 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 110 . 8 Optimal Cycle : 72 Level Of Service: C ****xx+*x*xxxxx**xt**xxtt#x*t+ttxxx xxx**t#*x*x**xx*txxxtxt*+xtxxx*++xxxx*x*+tx#� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T R L - T - R ------------ I --------------- ------------- I� Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 I� ------------ I --------------- --------------- --------------- --------------- Volume Module: Base Vol : 135 93 113 48 61 83 76 520 135 82 430 37 Growth Adj : 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1105 1 . 05 1 . 05 1 . 05 1. 05 Iriitial Bse : 142 98 119 50 64 87 80 546 142 86 452 39 Added Vol : 10 0 0 0 0 10 9 85 9 0 95 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 152 98 119 50 64 97 89 631 151 86 546 39 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 PHF Adj : 0 . 85 0 . 85 0 . 85 0 . 80 0 . 80 0 . 80 0 .96 0 .96 0 . 96 0. 94 0 .94 0 . 94 PHF Volume : 178 115 140 63 80 121 92 658 157 92 581 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 !; Reduced Vol : 178 115 140 63 80 121 92 658 157 92 581 41 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 .00 1. 00 Final Vol . : 1 178 115 140 63 80 121 92 658 157 92 581 41 Saturation Flow Module: ----- odule ----- --------------- 11 --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1. 00 0 . 94 1. 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 61 0 .39 1. 00 2 . 00 1. 00 Final Sat. : 3200 1800 1800 1700 1800 1800 1700 2907 693 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- �, Capacity Analysis Module: Vol/Sat : 0 . 06 0 . 06 0 . 08 0 . 04 0 . 04 0 . 07 0 . 05 0 .23 0 .23 0. 05 0 .16 0 . 02 Crit Moves : **** xt+* ♦xxx *xx* Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0.28 ' volume/Cap: 0 .40 0 .23 0 .28 0 .27 0 . 16 0 .24 0 .39 0 . 81 0 .81 0 .39 0 .58 0 . 08 --- I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 18 . 6 13 . 0 13 .2 18 . 1 12 . 7 13 . 0 18 . 8 19 .4 19 .4 18 . 8 15 .1 12 .4 ' User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 AdjDel/Veh: 18 . 6 13 . 0 13 .2 18 . 1 12 . 7 13 . 0 18 . 8 19 .4 19 .4 18 . 8 15 . 1 12 .4 Queue : 3 2 2 1 1 2 2 14 4 2 10 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach , MITIGS Sat Aug 1, 1998 09 : 39 : 20 Pace_ - _ ------------------- ----- ---- - - - - - - -- - Patton Station - - - - - - - - - - - ' Opening Year With Project AM Peak Hour --------------------------------- - -------------- --- - - -- -- - -- - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x#*t*t*#tt#ttt*t*t+*t#*+*t#}#}##}*}}t+t##ttt+#+t t#*+*+t*t4}*xt#**#+*tttttt#ttttt Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 78 Critical V01 . /Cap. (X) : 0 . 494 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 20 . 8 Optimal Cycle: 78 Level Of Service: Approach: North Bound South Bound East Bound Movement : L - T - R L - T - R L West Bound - T - R ----------- --- ( ------------- - iControl : Protected Protected Protected - II Protected - I Rights : Include Include Include Min. Green: 10 25 25 10 25 25 10 21 21 10 O21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- II --------------- Volume Module: II ---------- II - -------------- Base Vol : 152 112 27 74 126 92 70 91 203 109 309 163 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 Initial .Bse: 160 118 28 78 132 97 74 96 213 114 324 171 Added Vol : 31 0 0 0 0 0 0 19 25 PasserByVol : 0 ' 0 0 24 0 0 0 0 0 0 0 0 0 Initial Fut : 190 118 28 78 132 97 74 115 238 114 348 171 User Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 89 0 . 89 0 . 89 0 . 89 0 . 89 0 .89 0 . 89 0 . 89 0 . 89 0 . 94 PHF Volume: 214 132 32 87 0 .94 0 . 94 149 109 83 129 267 122 371 182 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 214 132 32 87 149 109 83 129 267 122 371 182 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1.00 1. 00 1 . 00 1. 00 1. 00 Final Vol . : 214 132 32 87 149 109 83 129 267 122 371 182 ------------ II - __________ Saturation F ow Module : --- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1. 00 1. 00 0 .94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 Lanes : 1 . 00 1 . 61 0 .39 1. 00 1 .16 0 . 84 1. 00 2 . 00 1. 00 1. 00 2 . 00 1. 00 Final Sat. : 1700 2898 702 1700 2079 1521 1700 3600 1800 1700 3600 1800 ------------ I --------------- II ------------ --- II --------------- II --------------- I Capacity Analysis Module : Vol/Sat : 0 . 13 0 . 05 0 . 05 0 . 05 0 . 07 0 . 07 0 . 05 0 . 04 0 . 15 0 . 07 0 . 10 0 . 10 Crit Moves : **** ###t Green/Cycle: 0 . 13 0 .32 0 .32 - **** **** 0 .13 0 .32 0 .32 0 . 13 0 .27 0 .27 0 . 13 0 .27 0 .40 Volume/Cap: 0 . 98 0 .14 0 . 14 0 .40 0 .22 0 . 22 0 . 38 0 . 13 0 .55 0 . 56 0 . 38 0 .25 ---------- _ _ Level Of Service Module ___ ____ ____ - II - II II --------------- I Delay/Veh: 63 . 8 12 .2 12 .2 20 . 8 12 . 5 12 . 5 20 . 7 14 . 0 16 . 8 23 . 0 15 . 1 10 .2 User DelAdj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 AdjDel/Veh: 63 . 8 12 .2 12 .2 20 . 8 12 .5 12 .5 20 . 7 14 . 0 16 . 8 23 . 0 15 . 1 10 .2 Queue: 8 2 0 2 2 2 2 2 5 3 7 3 +**+*+#*t#t+#+#}#tt+tt++#ttt tt#t+t++*t*#}*t**+#+*#+#+t+t}*#t***##*#t##t#tt+t#*t# ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Sat Au g n 1, 1998 09 :40 :46 Pane -I - - I - ------- --- - --- - -- - - --------------- ---- ------ -------- ----------------- - - - - - - - - - - Patton Station Opening Year With Project PM Peak Hour -------------------------------------------------- - -- -- --- ---- - - ----- - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) t*t#t#t t+xt tt+++tt#tt+ttttt+tt+t tt*tt++t tt++#ttt+tt#:+##tttt+##+ttttt+ttttttrt+. Intersection #47 Boulder Ave. (NS) / Highland Ave. (EW) ##+#t#t###t+##t+#ttt++##t+tt+#ttttt+ttt++##ttt+tttt+ttttttttttt+t#tttttttttt+tti Cycle (sec) : 78 Critical Vol . /Cap. (X) : 0 .500 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 23 . 3 Optimal Cycle : 78 Level Of Service: C tt##tt#t+#tttt#*t+#it+#t#tt#ttt#t itt#ttt++ttttt+tt#t*tttt*tt*t**ttttttt#ttttttt� Approach: North Bound South Bound East Bound West Bound Movement : L - T R L - T - R L - T - R L ------------ , --------------- � � --------------- , , --------------- � , Control : Protected Protected Protected Protected Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 -------- --------------- --------------- --------------- --------------- Volume Module: Base Vol: 134 123 32 76 96 99 81 146 173 136 182 147 Growth Adj : 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1 . 05 1. 05 1 . 05 1 . 05 1 . 05 1 . 05 Initial Bse: 141 129 34 80 101 104 85 153 182 143 191 154 Added Vol : 45 0 0 0 .0 0 0 31 40 0 35 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 186 129 34 80 101 104 85 185 222 143 226 154 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 PHF Adj : 0 . 83 0 . 83 0 . 83 0 . 89 0 . 89 0 .89 0 . 93 0 .93 0 . 93 0 .90 0 .90 0 .90 PHF Volume: 224 156 40 90 113 117 91 199 239 159 251 172 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 O ' Reduced Vol : 224 156 40 90 113 117 91 199 239 159 251 172 PCE Adj : 1 . 00 1 .00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.00 MLF Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1.00 Final Vol . : -, 224 156 40 90 113 117 91 199 239 159 251 172 ' Saturation Fow Module---- -- 11 --------------- 11 --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1. 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 94 1.00 1 . 00 0 .94 1.00 1.00 Lanes : 1 . 00 1 .59 0 .41 1. 00 1. 00 1 . 00 1. 00 2.00 1. 00 1. 00 2 . 00 1. 00 Final Sat . : 1700 2865 735 1700 1800 1800 1700 3600 1800 1700 3600 1800 Capacity Analysis Module: --------- 11 --------------- 11 --------------- ............... �� Vol/Sat : 0 . 13 0 . 05 0 . 05 0 . 05 0 . 06 0 . 07 0 . 05 0 . 06 0 .13 0 . 09 0 . 07 0 .10 Crit Moves : **** +t** *++t t++t Green/Cycle: 0 .13 0 .32 0 .32 0 . 13 0 .32 0 .32 0 . 13 0 .27 0 .27 0 .13 0.27 0 .40 f Volume/Cap: 1. 03 0 . 17 0 . 17 0 .41 0 .20 0 .20 0 . 42 0 .21 0 .49 0 . 73 0 .26 0 .24 --- I --------------- --------------- 11 --------------- --------------- � Level Of Service Module: Delay/Veh: 77 .5 12 .3 12 .3 21 . 0 12 .4 12 . 5 21 . 0 14 .3 16 .2 29 . 0 14 .5 10. 1 ' User DelAdj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1.00 1. 00 Adj Del/Veh: 77 .5 12 .3 12 .3 21 . 0 12 .4 12 .5 21 . 0 14 .3 16 .2 29 . 0 14 .5 10 . 1 Queue : 9 2 1 2 2 2 2 3 4 4 4 2 tttt#tt++tt+t#t#t+*ttttt*tt+ttttt+tt+tttt++t+t#t#t+t++ttt*ttttt++++ttt*tttttt+++� Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach , 1 1 I 1 1 1 1 . 1 APPENDIX H FUTURE TRAFFIC FORECASTS AND REASONABLENESS TESTS 1 i 1 1 i i � 1 ' 1 1 1 * Intersection: SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) 2 * Intersection # * Future Peak Flour Volumes Existing Peak Hour Volumes ' * Move AM PM AM PM UL 0 0 NT 0 0 0 0 NR 0 0 0 0 SL 1311 1293 647 861 ST 0 0 0 0 SR 187 217 95 148 EL 0 0 0 0 ET 608 1200 308 819 ER 0 0 0 0 WL 0 0 0 0 WT 815 942 412 643 WR 0 0 0 0 * Totals 2921 3652 I * Intersection Peak Hour Leg Volumes Percent of ADT ADT * - --PM-- --AM-- --PM-- * North Leg IN 1498 1510 I * North Leg OUT 0 0 * ------ ------ * North Leg TOTAL 1498 1510 10 10 15300 • South Leg IN 0 0 * South Leg OUT 0 0 * South Leg TOTAL 0 0 0 0 0 * East Leg IN 815 942 * East Leg OUT 1919 2493 * East Leg TOTAL 2734 3435 8 10 35200 * West Leg IN 608 1200 * West Leg OUT 1002 1159 * West Leg TOTAL 1610 2359 7 10 22600 * TOTALS 5842 7304 8 10 73100 I , * Intersection: Arden Ave. (NS) / Highland Ave . (EW) , 4 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes , * Move AM ---PM- -- ---AM ---PM-- - * ---- -------- NL 407 236 246 135 NT 194 140 119 81 NR 114 60 66 33 SL 41 119 29 79 ST 444 300 273 173 , SR 420 184 314 130 EL 101 407 76 286 ET 881 1607 613 1051 ER 472 584 285 332 WL 225 274 130 149 WT 1201 1680 835 1099 , WR 174 253 124 169 * Totals 4674 5844 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN --905 603 * North Leg OUT 469 800 • North Leg TOTAL 1374 1403 11 11 12300 • South Leg IN 715 436 • South Leg OUT 1141 1158 * ------ ------ * South Leg TOTAL 1856 1594 9 8 20100 * East Leg IN 1600 2207 * East Leg OUT 1036 1786 • East Leg TOTAL 2636 3993 6 10 41200 • West Leg IN 1454 2598 • West Leg OUT 2028 2100 * West Leg TOTAL 3482 4698 8 11 43400 * TOTALS 9348 11688 8 10 117000 * a * Intersection: Arden Ave . (NS) / SR-30 Fwy. EB On Ramp (EW) 28 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM ---PM--- ---At y--- PM * ---- -------- NL 0 0 NT 590 416 402 238 NR 142 120 99 70 SL 347 659 207 330 ST 649 733 442 419 SR 0 0 0 0 EL 0 0 0 0 ' ET 0 0 0 0 ER 0 0 0 0 WL 0 0 .0 0 WT 0 0 0 0 ' WR 0 0 0 0 * Totals 1728 1928 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 996 1392 1 * North Leg OUT 590 416 * ------ - • North Leg TOTAL 1586 1808 8 9 20100 • South Leg IN 732 536 * South Leg OUT 649 733 ------ ------ • South Leg TOTAL 1381 1269 13 12 10600 * East Leg IN 0 0 • East Leg OUT 489 779 * ------ ------ • East Leg TOTAL 489 779 6 10 7900 * West Leg IN 0 0 * west Leg OUT 0 0 * ------ ------ * West Leg TOTAL 0 0 0 0 0 * TOTALS 3456 3856 9 10 38600 i * Intersection: SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) 5 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM ---PM--- ---AM PM --- --- --- * ---- -------- NL 498 513 207 244 NT 36 23 16 12 NR 260 240 110 116 SL 25 21 16 15 ST 0 0 0 0 SR 25 24 16 17 EL 17 31 11 22 ET 1115 1750 643 1155 ER 0 0 0 0 WL 0 0 0 0 WT 1501 1745 866 1151 WR 20 24 13 18 * Totals 3497 4371 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 50 45 * North Leg OUT - 73 78 - • North Leg TOTAL 123 123 12 12 1000 • South Leg IN 794 776 • South Leg OUT 0 0 * ------ ------ * South Leg TOTAL 794 776 8 8 10200 • East Leg IN 1521 1769 • East Leg OUT 1400 2011 • East Leg TOTAL 2921 3780 8 11 35100 • West Leg IN 1132 - 1781 • West Leg OUT 2024 2282 * West Leg TOTAL 3156 4063 8 10 41200 * TOTALS 6994 8742 8 10 87500 * i * Intersection: Victoria Ave . (NS) / Highland Ave . (EW) 6 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes ' * Move AM ---PM- -- -------- ---PM- -- * NL- ----170 70 64 32 ' NT 152 312 54 136 NR 97 109 32 44 SL 64 85 23 37 ' ST 473 246 169 107 SR 124 48 51 24 EL 38 111 16 55 ET 796 1502 296 682 ER 93 153 35 70 WL 100 106 33 43 WT 1057 1209 393 549 WR 77 103 27 45 * Totals 3241 4054 ' * intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 661 379 * North Leg OUT - 267 526 • North Leg TOTAL 928 905 8 8 11300 • South Leg IN 419 491 * South Leg OUT 666 505 : ------ ------ ' * South Leg TOTAL 1085 996 15 13 7400 * East Leg IN 1234 1418 * East Leg OUT 957 1696 * East Leg TOTAL 2191 3114 8 11 27400 * West Leg IN 927 1766 * West Leg OUT 1351 -1327 * West Leg TOTAL 2278 3093 6 9 35100 * TOTALS 6482 8108 8 10 81200 * i * Intersection: Victoria Ave . (NS) / Pacific St . (EW) 50 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM ---PM--- ---AM PM --- --- --- NL 115 122 91 77 NT 368 315 276 189 ' NR 46 57 36 36 SL 108 112 82 68 ST 277 465 208 279 ' SR 58 71 44 43 EL 40 42 30 26 ET 270 157 216 101 ER 201 148 159 94 WL 43 31 34 20 WT 143 253 114 162 WR 79 46 60 28 * Totals 1748 1819 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 443 648 , * North Leg OUT 487 403 * ------ * North Leg TOTAL 930 1051 9 10 10700 • South Leg IN 529 494 • South Leg OUT 521 644 * ------ ------ * South Leg TOTAL 1050 1138 8 9 12400 , • East Leg IN 265 330 • East Leg OUT 424 326 * ------ ------ ' • East Leg TOTAL 689 656 11 11 6000 • West Leg IN 511 347 • West Leg OUT 316 446 * West Leg TOTAL 827 793 11 11 7400 * TOTALS 3496 3638 10 10 36500 * ' * Intersection: Victoria Ave . (NS) / Baseline St . (EW) 54 * Intersection 4 * Future Peak Hour Volumes Existing Peak Hour volumes * Move AM ---PM--- ---AM-- ---PM--- * NL 67 128 52 100 NT 285 488 232 396 ' NR 37 179 28 136 SL 190 147 140 108 ' ST 437 266 356 216 SR 128 117 96 88 EL 91 155 68 116 ET 396 603 280 424 ER 41 92 32 72 WL 94 52 72 40 ' WT 555 466 392 328 WR 169 120 124 88 * Totals 2490 2813 ' * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 755 530 ' * North Leg OUT 763 ------545 --- • North Leg TOTAL 1300 1293 10 10 12400 ' • South Leg IN 389 795 * South Leg OUT 572 410 ' ------ ------ * South Leg TOTAL 961 1205 9 11 11300 * East Leg IN 818 638 • East Leg OUT 623 929 • East Leg TOTAL 1441 1567 9 9 16700 * West Leg IN 528 850 * West Leg OUT 750 -711 * West Leg TOTAL 1278 1561 8 10 16000 ' * TOTALS 4980 5626 9 10 56400 * 1 1 * Intersection: Patton State Hospital Entrance (NS) / Highland Ave . (EW) ' 7 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes , * Move AM ---PM--- -------- ---PM--- * NL 0 0 0 0 NT 0 0 0 0 ' NR 0 0 0 0 SL 48 153 26 104 ST 0 0 0 0 ' SR 69 274 35 176 EL 317 68 159 44 ET 767 1217 338 688 ER 0 0 0 0 WL 0 0 0 0 WT 933 1157 411 654 ' WR 175 18 93 13 * Totals 2309 2887 * Intersection Peak Hour Leg Volumes Percent of ADT ADT , * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 117 --427 ' * North Leg OUT 492 86 • North Leg TOTAL 609 513 14 12 4300 • South Leg IN 0 0 ' • South Leg OUT 0 0 • South Leg TOTAL 0 0 0 0 0 , • East Leg IN 1108 1175 • East Leg OUT 815 1370 * East Leg TOTAL 1923 2545 7 10 26100 * West Leg IN - 1084 --1285 ' * West Leg OUT 1002 1431 * West Leg TOTAL 2086 2716 8 10 27400 * TOTALS 4618 5774 8 10 57800 , + 1 ' * Intersection: Central Ave . (NS) / Highland Ave . (EW) 8 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes ' * Move AM PM AM PM NL 144 76 66 46 NT 0 0 0 0 ' NR 58 23 26 14 SL 0 0 0 0 ' ST 0 0 0 0 SR 0 0 0 0 EL 0 0 0 0 ' ET 848 1450 345 773 ER 50 83 23 50 WL 9 15 4 9 WT 1164 1194 473 637 WR 0 0 0 0 * Totals 2273 2841 ' * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 0 0 ' * North Leg OUT - 0 - - * ------ • North Leg TOTAL . 0 0 0 0 0 ' • South Leg IN 202 99 * South Leg OUT 59 98 * ------ ------ ' * South Leg TOTAL 261 197 11 8 2400 * East Leg IN 1173 1209 * East Leg OUT 906 1473 * East Leg TOTAL 2079 2682 7 9 28400 * West Leg IN 898 1533 ' * West Leg OUT 1308 1270 * __ _ * West Leg TOTAL 2206 2803 8 11 26100 ' * TOTALS 4546 5682 8 10 56900 I * Intersection: Central Ave . (NS) / Pacific St . (EW) i 39 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes i * Move AM PM AM PM * ---- -------- -------- -------- -------- NL 80 105 57 70 NT 25 23 14 12 i NR 55 163 36 100 SL 49 82 25 39 ST 19 20 11 11 i SR 6 15 3 8 EL 61 32 33 16 ET 164 200 101 115 i ER 13 51 9 34 WL 34 57 23 35 WT 144 129 89 75 i WR 97 59 49 28 * Totals 747 936 * Intersection Peak Hour Leg Volumes Percent of ADT ADT i * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 74 117 i * North Leg OUT -- 183 114 • North Leg TOTAL 257 231 11 10 2400 • South Leg IN 160 291 i • South Leg OUT 66 128 + ___ ___ * South Leg TOTAL 226 419 6 11 3700 i * East Leg IN 275 245 * East Leg OUT 268 445 * East Leg TOTAL 543 690 8 10 6700 i * West Leg IN 238 283 * West Leg OUT 230 249 i * West Leg TOTAL 468 532 8 9 6000 * TOTALS 1494 1872 8 10 18800 i 1 1 1 1 1 i * Intersection: Orange St . (NS) / Highland Ave . (EW) 9 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes B * Move AM PM AM PM NL 100 91 58 54 NT 181 47 100 27 NR 34 71 20 42 SL 300 155 140 75 ST 204 50 113 29 DSR 138 72 65 35 EL 76 189 36 92 ET 585 1227 284 616 ER 47 170 27 102 WL 69 67 40 40 WT 723 928 351 466 WR 209 266 98 129 • Totals 2666 3333 • Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 642 277 • North Leg OUT 466 502 • North Leg TOTAL 1108 779 14 10 8000 • South Leg IN 315 209 * South Leg OUT 320 287 + ------ ------ O * South Leg TOTAL 635 496 16 13 3900 * East Leg IN 1001 1261 * East Leg OUT 919 1453 + ------ ------ a * East Leg TOTAL 1920 2714 7 10 26500 * West Leg IN 708 1586 * West Leg OUT 961 1091 * West Leg TOTAL 1669 2677 6 9 28400 * TOTALS 5332 6666 8 10 66800 * Intersection: Palm Ave . (NS) / Highland Ave . (EW) ' 10 * Intersection # * Future Peak Hour Volumes Existing-Peak Hour Volumes , * Move AM PM AM PM * NL 144 251 72 135 NT 293 232 109 93 NR 90 216 44 113 SL 102 119 38 48 ST 325 152 121 61 SR 317 202 121 83 EL 218 184 83 76 ET 452 963 226 520 , ER 194 251 97 135 WL 76 157 37 82 WT 582 797 291 430 , WR 96 91 36 37 * Totals 2889 3615 * Intersection Peak Hour Leg Volumes Percent of ADT ADT , * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 744 473 , * North Leg OUT 607 507 ' ------ - • North Leg TOTAL 1351 980 18 13 7500 • South Leg IN 527 699 ' • South Leg OUT 595 560 * ------ ------ * South Leg TOTAL 1122 1259 9 10 13200 ' * East Leg IN 754 1045 * East Leg OUT 644 1298 * East Leg TOTAL 1398 2343 6 9 25200 ' * West Leg IN 864 1398 ' * West Leg OUT 1043 1250- - * West Leg TOTAL 1907 2648 7 10 26500 * TOTALS 5778 7230 8 10 72400 ' 1 e * Intersection: Boulder Ave . (NS) / Highland St . (EW) 47 * Intersection # * Future Peak Hour Volumes Existing Peak Hour Volumes * Move AM ---PM--- -------- ---PM-- - NL 324 339 152 134 8 NT 167 217 112 123 NR 53 75 27 32 SL 118 144 74 76 ST 187 170 126 96 SR 161 205 92 99 EL 122 169 70 81 a ET 203 388 91 146 ER 432 439 203 173 WL 215 319 109 136 Q WT 690 483 309 182 WR 259 278 163 147 * Totals 2931 3226 * Intersection Peak Hour Leg Volumes Percent of ADT ADT * --AM-- --PM-- --AM-- --PM-- --------- * North Leg IN 466 519 D * North Leg OUT 548 664 * ------ * North Leg TOTAL 1014 1183 12 14 8300 • South Leg IN 544 631 * South Leg OUT 834 928 * ------ ----- * South Leg TOTAL 13-78 1559 9 10 15700 * East Leg IN 1164 1080 * East Leg OUT 374 607 * ------ --- --- * East Leg TOTAL 1538 1687 9 10 17400 * West Leg IN 757 996 * West Leg OUT 1175 1027 * West Leg TOTAL 1932 2023 8 9 23200 * TOTALS 5862 6452 9 10 64600 aAPPENDIX I YEAR 2615 WITHOUT PROJECT CONDITIONS INTERSECTION ANALYSIS 8 (WITHOUT IMPROVEMENTS) a ' e a -MITIGS----- ---------------- ----Fri Jul 3 , 1998 16_26_08 page - --- -- ---_ --- - - - - - -_= Patton Station Year 2015 Without Project AM Peak Hour ------------------------------------------------------------ -------------- - - --- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) #x#+x#**+++**x#x*#++*+++#x**++++**++#xx#+#**+#*x++#xx#++##*++++#x++**xx+#tx+++++ Cycle (sec) : 60 Critical Vol . /Cap . (X) : 0 . 744 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 9 . 8 Optimal Cycle : 60 Level Of Service : B aApproach: North Bound South Bound East Bound west Bound Movement : L T R L T R L T - R L - T - R ------------ I --------------- --------------- 11 ----------- - --- 11 -- --- ------ --- - � Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 - I --------------- --------------- 11 --------------- 11 --------------- � Volume Module: Base Vol : 0 0 0 1311 0 187 0 608 0 0 815 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 QInitial Bse: 0 0 0 1311 0 0 0 608 0 0 815 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 - 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 00 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 0 0 0 1380 0 0 0 640 0 0 858 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1380 0 0 0 640 0 0 858 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 0 0 0 1380 0 0 0 640 0 0 858 0 Saturation-Flow-Module :d ----- --------------- ------------ ------------ � aSat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 --- I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .43 0 . 00 0 . 00 0 . 00 0 . 18 0 . 00 0 . 00 0 .24 Q . 00 Crit Moves : *+++ **** MGreen/Cycle: 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 . 32 0 . 00 0 . 00 0 .32 0 . 00 volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 74 0 . 00 0 . 00 0 . 00 0 .55 0 . 00 0 . 00 0 . 74 0 . 00 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: JDelay/Veh: 0 . 0 0 . 0 0 . 0 5 . 3 0 . 0 0 . 0 0 . 0 12 . 8 0 . 0 0 . 0 14 . 8 0 . 0 �[Tser DelAdj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 0 . 0 0 . 0 0 . 0 5 .3 0 . 0 0 . 0 0 . 0 12 . 8 0 . 0 0 . 0 14 . 8 0 . 0 .,Queue: 0 0 0 18 0 0 0 9 0 0 14 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 : 12 Page _ -- , ------------------------------------------ ----------- -- ---- -- - - - - - - - - - - - -- - - - - - - Patton Station , Year 2015 Without Project PM Peak Hour ------------------------------------------------------ ---- ---=------- - - - - ---- - -- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +xx x++xx++x+x+xxxxx+xx+xxxx++xx++++xxxxxxx++x++++x+++++xxxx++x+x++xx++++++x++++ Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) +xxxx++xxxxx++++++xxx+xxxxx+++x+xx++xxxxxx++xx++x+x+++++xx++x+++++++++++x++++++1 Cycle (sec) : 80 Critical Vol . /Cap. (X) : 0 . 839 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 7 Optimal Cycle : 64 Level Of Service: B +xxxx+xxx+xxxxxxxxx+xxxx+xx+x+xxx+xx+xxxxxxx+xxxxx+xxxxxxxxx++x++x++xxxx+xx+xx+� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- I1 ------- - ------ Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ' ------------ I --------------- 11 --------------- 11 --------------- --------------- � Volume Module : Base Vol : 0 0 0 1293 0 217 0 1200 0 0 942 0 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Initial Bse : 0 0 0 1293 0 0 0 1200 0 0 942 0 User Adj : 1 :00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 • 1 . 00 PHF Adj : 0 . 95 ' 0 . 95 0 . 95 0 . 95 0 . 95 0 . 00 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 PHF Volume: 0 0 0 1361 0 0 0 1263 0 0 992 0 , Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1361 0 0 0 1263 0 0 992 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 0 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 ' Final Vol . : 0 0 0 1361 0 0 0 1263 0 0 992 0 ---------- Saturation---F ow --Module--- :------ --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1. 00 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : - 0 0 0 3200 0 1800 0 3600 0 .0 3600 0 ----------- --------------- --------------- ------ ------ � � --------------- �' Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .43 0 . 00 0 . 00 0 . 00 0 .35 0 . 00 0 . 00 0 .28 0 . 00 Crit Moves : ++xx x++x Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .51 0 . 00 0 . 00 0 . 00 0 .42 0 . 00 0 . 00 0 .42 0 . 00 ' Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 84 0 . 00 0 . 00 0 . 00 0 . 84 0 . 00 0 . 00 0 . 66 0 . 00 ------------ I --------------- ---------- ----- --------------- --------------- � Level Of Service Module : Delay/Veh: 0 . 0 0. 0 0 . 0 11 . 9 0 . 0 0 . 0 0 . 0 16 . 3 0 . 0 0 . 0 13 . 0 0 . 0 1 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 11 . 9 0 . 0 0 . 0 0 . 0 16 .3 0 . 0 0 . 0 13 . 0 0 . 0 Queue : 0 0 0 28 0 0 0 27 0 0 18 0� *****xxxxxxxxxxxxx+xxxxxxxxxx+xx++xxxxxx+xx+xxxxx+xxxxx+xxxx++xx+xx++xxx+xx+xx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Fri Jul 3 , 1998 16 : 26 : 12 Page , - _ ---------- ------------- -- ---- ----------- ---- -- - - - ---- --- - - -- -- - - - - - - - - - - - - - - - - - - • Patton Station e Year 2015 Without Project AM Peak Hour ------------------------------------------------------------------------- - - - - - - - Level Of Service Computation Report n 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave. (EW) n Cycle (sec) : 120 Critical Vol . /Cap . (X) : 1 . 022 U Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 47 . 9 Optimal Cycle: 120 Level Of Service : E ##x#+#x#+#x#++##xx#+#+x+##+##++x#+x#x+++#x+x+#xx+#x+xx#+++##x+x#x###rx++rx+#x#+# Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------ Control : Protected Protected Protected II Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol : 407 194 114 41 444 420 101 881 472 225 1201 174 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Initial Bse: 407 194 114 41 444 420 101 881 472 225 1201 174 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 428 204 120 43 467 442 106 927 497 237 1264 183 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 428 204 120 43 467 442 106 927 497 237 1264 183 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 428 204 120 43 467 442 106 927 497 237 1264 1831 Saturation Flow Module: ----- � � --------------- � � --------------- � � --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 03 0 . 97 2 . 00 2 . 00 1 . 00 1 . 00 2 . 62 0 .38 Final Sat . : 1700 1800 1800 1700 1850 1750 3200 3600 1800 1700 4717 683 ---- I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 .25 0 . 11 0 . 07 0 . 03 0 .25 0 .25 0 . 03 0 .26 0 .28 0 .14 0 .27 0 .27 Crit Moves : **** #### **** **** Green/Cycle: 0 . 25 0 .36 0 . 36 0 . 13 0 .25 0 .25 0 . 08 0 . 27 0 . 27 0 . 14 0 .32 0 .32 Volume/Cap: 1 . 02 0 .31 0 . 19 0 . 19 1 . 02 1 . 02 0 .40 0 . 95 1 . 02 1 . 02 0 . 83 0 . 831 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 70 .4 19 .8 18 . 7 38 .4 60 . 7 60 . 7 44 . 6 44 .2 66 .5 88 .6 29 . 5 29 .5 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 70 .4 19 . 8 18 . 7 38 .4 60 . 7 60 . 7 44 . 6 44 .2 66 . 5 88 . 6 29 .5 29 . 5 Queue : 20 5 3 1 22 21 3 35 23 12 41 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16_27_16 Page , Patton Station Year 2015 Without Project ' PM Peak Hour --------------------------------------------------------------------- - ----- ----- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #4 Arden Ave. (NS) / Highland Ave . (EW) fi*#fifitfififififi**}fifi**fififi*#*fififi#}fififi**fi*+fi++fi}fi#fifi#**fi*}fifif#}#fifit#}*}*}}fi#}tfifi##}}*#, Cycle (sec) : 120 Critical Vol . /Cap. (X) : 1 . 030 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 63 . 1 Optimal Cycle: 120 Level Of Service : F Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L T - R L - T - R L T - R ------------ I --------------- --------------- --------------- � � - ----- --- - ---- - � Control : Protected Protected Protected Protected , Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1- � 1 0 2 1 0 ------------ --------------- � � --------------- � � -------------- � --------------- � Volume Module: Base Vol : 236 140 60 119 300 184 407 1607 584 274 1680 253 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse : 236 140 60 119 300 184 407 1607 584 274 1680 253 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 248 147 63 125 316 194 428 1692 615 288 1768 266 , Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 248 147 63 125 316 194 428 1692 615 288 1768 266 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : 1 248 147 63 125 316 194 428 1692 615 288 1768 266 ' Saturation Flow Module------ II II -------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1. 00 1 .24 0 . 76 2 . 00 2 . 00 1 . 00 1 . 00 2 . 61 0 .39 Final Sat . : 1700 1800 1800 1700 2231 1369 3200 3600 1800 1700 4694 706 ' ------------ I --------------- I � --------------- I � - Capacity Analysis Module: Vol/Sat : 0 . 15 0 . 08 0 . 04 0 . 07 0 . 14 0 . 14 0 . 13 0 .47 0 . 34 0 .17 0 .38 0 . 38 Crit Moves : ***+ ' Green/Cycle : 0 . 13 0 . 26 0 .26 0 . 09 0 .23 0 .23 0 . 14 0 .40 0 .40 0 .15 0 .41 0 .41 Volume/Cap: 1 . 16 0 . 32 0 . 14 0 . 78 0 . 63 0 . 63 . 0 . 93 1 . 16 0 . 85 1 .16 0 . 93 0 . 93 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: ' Delay/Veh: 153 . 0 28 . 1 26 . 7 55 . 7 34 . 0 34 . 0 56 . 8 107 26 . 9 148 . 0 27 .4 27 .4 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 153 . 0 28 . 1 26 . 7 55 . 7 34 . 0 34 . 0 56 . 8 107 26 . 9 148 . 0 27 .4 27 .4 Queue: 18 4 2 5 10 6 17 108 20 20 61 11 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach , 1 8 MITIG8 Fri Jul 3 , 1998 16 :26 : 16 Page 1-1 ----------------------------2----------------------------- - - --- --- - - - - - - - - - - - - - - Patton Station Year 2015 Without Project AM Peak Hour ------------------------------------------------------- -------- -- ---- - - - - - - -- - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 2 . 6 Worst Case Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------- -------------- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ -------------- ------------- ------------- --------- ---- - � Volume Module : Base Vol : 0 590 142 347 649 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 590 142 347 649 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 PHF Volume: 0 621 149 365 683 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 621 149 365 683 0 0 0 0 0 0 0 --- I --------------- 11 --------------- 11 --------------- --------------- I Adjusted Volume Module : Grade : 0'k 0 lk 096 0'k W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx � % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1. 10 1.10 1 .10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 0 621 149 402 683 0 0 0 0 0 0 0 Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- - -------------- --------------- I Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 771 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 661 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 661 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ---------- I --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del :xxxxx xxxx XYYYY 12 .1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx XXYXY LOS by Move: * + + C * # * * + + + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xYYYx xx7IXx xxxx xxxxx Shared LOS : * + + + * * # * + + + # ,ApproachDel : 0 . 0 4 . 5 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 : 19 Page i-: , ---------------------------------------------------------- - - - -- - --- -- - - - - - - - - - - - •Patton Station Year 2015 Without Project ' PM Peak Hour ------------------------------------------------------------------ - - - ---- - - -- - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 7 . 9 Worst Case Level Of Service : D, Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- -------------- 11 --------------- 11 --------------- 11 ------ - - - - -- - - - Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ I --------------- 11 --------------- --------------- ------------ --- � Volume Module : Base Vol : 0 416 120 659 733 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse: 0 416 120 659 733 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 : 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 0 438 126 694 772 0 0 0 0 0 0 0 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 438 126 694 772 0 0 0 0 0 0 0 ------------ I ----------- --------------- --------------- 11 --------------- � , Adjusted Volume Module : Grade: 096 096 0$ 0* $ Cycle/Cars : xxx= =xxx X.>= xxxx XXXX XXXX XXYX Xxxx Truck/Comb: xxxx xxxx xxxx xxxx xxx= xxxx xxxx xxxx , PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1. 10 1 .10 1 . 10 Cycl/Car PCE: XXXX XXXX Yo= Xxxx =xxx XXXX xxxx xxxx Trck/Cmb PCE: XXxX ==XX XY= X=Xx XXXX xxxx XXXX XYYY Adj Vol . : 0 438 126 763 772 0 0 0 0 0 0 0 ' Critical Gap Module : MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXXX xxxxx Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx x xxxxx xxxxx xxxx xxxxx xxXXx xxxx xxxxx ------------ I --------------- � � -------- - 11 --------------- --------------- I Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 564 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxXXx ' Potent Cap. : XXXX XXXX xxxxx 853 XXXX xxxxx XXXX xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxXXx xxxx xxxx xxXXx xxxx xxxx xxxxx Move Cap. : xxxx XXXX xxXXx 853 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- 11 --------------- 11 --------------- --------------- � ' Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 21 . 6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: • * + D * t * x # * # + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT ' Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx XXXXX xxxx XXXX xxXXx Shrd StpDel :xxxxx xxxx xxxxx XXXXX XXXX XXXXX XXXXX xxx= XXXXX XXXXX xxxx XYYY= Shared LOS : ApproachDel : 0 . 0 10 . 8 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Fri Jul 3 , 1998 16 : 26 : 19 ---------------------------- ------------------ -- - - - - - --- -- - - - - - - - - - - -- - - - - - - Patton Station Year 2015 Without Project ---------------------------------AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) *##*+#+#**}*x+**w#+#x*xx**xw****#xw++*w+*+x+#**}+#x+#xx*+#x+#+*Y##+#x++*++x+#++# Intersection 45 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 705 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23 . 5 Optimal Cycle: 120 Level Of Service: C a *}#*+#}#x*+#w*#**+#**xx+*x#*##x**xx*#xx+#*#*#x+*#}x##***#xx*#*#**Y#*Y*}YY#*+Y#YY Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R L -------- - ---------- aControl : Prot+Permit Permitted - II Protected II Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 Volume Moduli. --------------- � � --------------- � � --------------- � � --------------- I Base Vol : 498 36 260 25 0 25 17 1115 0 0 1501 20 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 498 36 260 25 0 25 17 1115 0 0 1501 20 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 524 38 274 26 0 26 18 1174 0 0 1580 21 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 524 38 274 26 0 26 18 1174 0 0 1580 21 PCE Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 524 38 274 26 0 26 18 1174 0 0 1580 21I ------------ I --------------- 11 --------------- 11 -------------- Saturation Flow Module: ISat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 0 . 94 1. 00 1 . 00 Lanes : 2 . 00 0 . 12 0 . 88 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat. : xxxx 219 1581 1700 0 1800 1700 3600 0 0 3553 47 Capacity Analysis Module : ----- --------------- � � --------------- � � --------------- ------------ � � � --- Vol/Sat : 0 . 00 0 . 17 0 . 17 0 . 02 0 . 00 0 . 01 0 . 01 0 . 33 0 . 00 000 0 .44 0 .44 Crit MOV2S : **** xw** . xx** **++ Green/Cycle: 0 .35 0 .35 0 .35 0 . 18 0 . 00 0 . 18 0 . 08 0 . 55 0 . 00 0 . 00 0 .46 0 .46 Volume/Cap: 0 . 00 0 .49 0 .49 0 . 08 0 . 00 0 . 08 0 . 13 0 . 60 0 . 00 0 . 00 0 . 96 0 . 96 Service Module:Level Of Service Module: (Delay/Veh: 39 . 9 22 . 0 22 . 0 32 . 9 0 . 0 32 . 8 43 . 2 . 9 . 9 0 . 0 0 . 0 27 . 8 27 . 8 U ser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 39 . 9 22 . 0 22 . 0 32 . 9 0 . 0 32 . 8 43 .2 9 . 9 0 . 0 0 . 0 27 . 8 27 . 8 Queue: 22 1 7 1 0 1 1 27 0 0 57 2 x**x****+*******+w+***w+x*xw**#x+}x*+*+***}*##+x+#*+#xt**w**x**xwtxwx*+x++*tx*x} Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 : 23 Page ------------- - ----------- ------------------------------ - - - - ------ - - - - - - - - - - - - - - - - Patton Station Year 2015 Without Project , PM Peak Hour -------------------------------------------------------------------- - - -- - - - - - --- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xxxxx+++xx++++++xxxxxxx+x+x xxr++++rxx+++x++++rrxx+x++r++r+++++r++r++x+r++rrrrrrr Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 784 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37 . 6 Optimal Cycle: 120 Level Of Service : D +xr++x xxx+rrrrrxxxxxx+++++rxxxx++rxxx+r++txxxx++xxxx++++txrxxx+xxxx+rrxrxx+rrxxr, Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- I --------------- I I ------------ -- - I I - I ----- --- - - - --- Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- II --------------- II --------------- II -------- ------- I, Volume Module : Base Vol : 513 23 240 21 0 24 31 1750 0 0 1745 24 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Initial Bse : 513 23 240 21 0 24 31 1750 0 0 1745 24 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 540 24 253 22 0 25 33 1842 0 0 1837 25 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol : 540 24 253 22 0 25 33 1842 0 0 1837 25 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : 1 540 24 253 22 0 25 33 1842 0 0 1837 25 Saturation Flow Module - II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0. 00 1 . 97 0 . 03 Final- - I -- -- ---- ----- I --- Sat . : xxxx 156 1644 1700 0 1800 1700 3600 0 0_3552---- 48 - ----- ---- ---- --- ---- 11 ---- ------- II --------- - I - ---- Capacity Analysis Module: -- I1 Vol/Sat : 0 . 00 0 . 15 0 .15 0 . 01 0 . 00 0 . 01 0 . 02 0 .51 0 . 00 0 . 00 0 .52 0 . 52 Crit Moves : **** Green/Cycle: 0 . 34 0 . 34 0 . 34 0 . 18 0 . 00 0 . 18 0 . 08 0 .56 0 . 00 0 . 00 0 .48 0 .48 Volume/Cap: 0 . 00 0 .45 0 .45 0 . 07 0 . 00 0 . 08 0 .23 0 . 91 0 . 00 0 . 00 1 . 08 1 . 08 ------------ I --------------- 11 --------------- II --------------- 11 --------------- I Level Of Service Module: ' Delay/Veh: 41 . 3 22 .7 22 . 7 32 . 8 0 . 0 32 . 8 43 . 7 15 . 8 0 . 0 0 . 0 60 . 3 60 .3 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 41 .3 22 .7 22 . 7 32 . 8 0 . 0 32 . 8 43 . 7 15 . 8 0 . 0 0 . 0 60 .3 60 .3 Queue: 29 1 7 1 0 1 1 59 0 0 93 3 xx+x+x++xx+xxxx++xxxx+xx+++xxx++x+'++xxxx+x+x+xxx+++x+++x+xx++x+x+x++xx+xxx+xxxx+, Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Fri Jul 3 , 1998 16 : 36 : 11 Page l ------------ - -------- - - - - - -- - - - - - - - - - - - - - - - - - Patton Station 8 Year 2015 without Project AM Peak Hour ------------------------------------------------------------ --------- - - - - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) x++++#xxxrx+++#*++x+xxxx**x xx+*x xxx++xxx+x+++xx+++++++x+x#xx++++r+#x++#r++tr+rr+ Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) #x+++++xxxr++++++++x++++++x++++++x+++#xx#++++x++++++++t+#+#+t+++++x++++rr++++rt+ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 794 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 28 . 4 Optimal Cycle : 120 Level Of Service : D xx+#x#+xxx++x++x+++xx++++xx+++xxx#xx++#++++x+++++x+++x+x+xxx++++xx+++x+++x+rxxx+ Approach: North Bound South Bound East Bound West Bound Movement : L T R L T - R L - T - R L - T - R ----------- -------------- -------------- ---- --- � QControl : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 -------- I --------------- 11 --------------- 11 --------------- II ------ --------- I Volume Module : Base Vol : 170 152 97 64 473 124 38 796 93 100 1057 77 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse.: 170 152 97 64 473 124 38 796 93 100 1057 77 User Adj : 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 950 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 ' 0 . 95 PHF Volume: 179 160 102 67 498 131 40 838 98 105 1113 81 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 179 160 102 67 498 131 40 838 98 105 1113 81 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 179 160 102 67 498 131 40 838 98 105 1113 81 Saturation-Flow-Module: ----- � � --------------- � � --------------- -------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 79 0 .21 1 . 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3223 377 1700 3600 1800 --------- I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 09 0 . 06 0 . 00 0 .28 0 . 07 0 . 02 0 .26 0 .26 0 . 06 0 .31 0 . 04 frit Moves : ****reen/Cycle: 0 .43 0 . 31 0 .31 0 .48 0 . 33 0 . 33 0 . 08 0 . 37 0 . 37 0 . 08 0 . 37 0 . 37 olume/Cap: 0 . 00 0 .29 0 . 18 0 . 00 0 . 85 0 . 22 0 . 28 0 . 71 0 . 71 0 . 74 0 . 85 0 . 12 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : 'Delay/Veh: 38 .2 23 . 3 22 .5 33 .5 33 . 5 21 .5 44 . 0 24 . 0 24 . 0 55 .2 27 . 6 17 . 9 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 38 . 2 23 .3 22 . 5 33 . 5 33 . 5 21 . 5 44 . 0 24 . 0 24 . 0 55 .2 27 . 6 17 . 9 Queue : 7 4 2 2 17 3 1 25 3 4 36 2 ++x++x++*+++++*++++++++++++++++x+++++xx+++xx+++xxx++x++++++++x++++x++++++++x++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3- 1998 16 : 27 : 29 Page , -i I ------------------------------------ ------------------ - - -- -- - --- - - -- - - - - - - - Patton Station Year 2015 Without Project , PM Peak Hour -------------------------------------------------------------- --- - - - - --- - - -- - - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +++*x**+++xxxxxxxxxr+x*+xxxxxx+xx+xxxx+x*++*x+++++xx+xx++++++x++x+x+x++*+xxx+++ Intersection #6 Victoria Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 871 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23 . 4 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : - I -L _- T--_--R- II -L - -T- _- R II L - T - R L - T - R Control Prot+Permit Prot+Permit Protected II Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0- � 1 0 2 0 1 ------------ --------------- � � --------------- � � -------------- � --------------- Volume Module: Base Vol : 70 312 109 85 246 48 111 1502 153 106 1209 103 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 70 312 109 85 246 48 111 1502 153 106 1209 103 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 74 328 115 89 259 51 117 1581 161 112 1273 108 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 328 115 89 259 51 117 1581 161 112 1273 108 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Final Vol . : 74 328 115 89 259 51 117 1581 161 112 1273 108 Saturation Fl1 ow Module------ --------------- --------------- -----=--------- � Sat/Lane: 1800 1800 . 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : xxxx 1 .00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1. 00 1. 00 0 . 94 1. 00 1 . 00 Lanes : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 82 0 .18 1. 00 2 . 00 1 . 00 Final Sat . : xxxX 1800 1800 xxxx 1800 1800 1700 3267 333 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- It Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 18 0 . 06 0 . 00 0 . 14 0 . 03 0 . 07 0 .48 0 .48 0 . 07 0 .35 0 . 06 Crit Moves : Green/Cycle : 0 . 31 0 .20 0 .20 0 .28 0 .20 0 . 20 0 . 08 0 .53 0 . 53 0 . 08 0 .53 0 . 53 Volume/Cap: 0 . 00 0 . 91 0 . 32 0 . 00 0 . 74 0 . 15 0 . 83 0 . 91 0 . 91 0 . 79 0 . 66 0 . 11 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module: Delay/Veh: 41 .2 52 . 5 32 . 9 42 . 7 40 . 6 32 . 1 62 . 7 17 . 6 17 . 6 59 . 1 11 .4 7 .6 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 AdjDel/Veh: 41 .2 52 .5 32 .9 42 . 7 40 . 6 32 . 1 62 . 7 17 . 6 17 . 6 59 . 1 11 .4 7 . 6 Queue: 2 13 3 3 9 1 5 51 7 5 31 2 xx+*x+xx+++x+xx++xxx+xx+xxx+xx+**xxx+x+++*x+x+xxx++*xx*xx++x++**xxxx+x++++++*xx+ i Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Fri Jul 3 , 1998 16 : 26 : 27 Daae -------- ----- --- ------- -- - ------------------ ---- - -- -- - - ---- - -- - -- - : - _ Patton Station e Year 2015 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection 450 Victoria Ave . (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 576 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 3 Optimal Cycle : 60 Level Of Service: B #xxx+x##+xx++x++x#x#++xx+xx+x+x++xxxx#xx++xx+#xxx#xt+xx+x##xxx+# Approach: North Bound South Bound East Sound West Bound Movement+#x+#x++x: x+#xx L#+ T - R L - T - R L - T R L ------------ ------------ ---------- Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0- - - - 1 0 0 1 ! 0 0 Volume Module--------------- � � ---- -- -- -- - � � --------------- � � --------------- � Base Vol : 115 368 46 108 277 58 40 270 201 43 143 79 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 115 368 46 108 277 58 40 270 _ 201 43 143 79 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 121 387 48 114 292 61 42 284 212 45 151 83 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 121 387 48 114 292 61 42 284 212 45 151 83 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Final Vol . : 1 121 387 48 114 292 61 42 284 212 45 151 83 Saturation Flow Module------ II II --------------- II --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 1 . 00 0 . 89 0 . 11 1 . 00 0 . 83 0 . 17 0 . 13 0 . 87 1 . 00 0 . 16 0 . 54 0 .30 Final Sat . : 1700 1601 199 1700 1489 311 232 1568 1800 290 974 535 ---------- --------------- apacity Analysis Module: of/Sat : 0 . 07 0 .24 0 .24 0 . 07 0 .20 0 .20 0 . 18 0 . 18 0 . 12 0 .15 0 .15 0 .16 Crit Moves : reen/Cycle: 0 .20 0 .39 0 .39 0 . 17 0 .36 0 .36 0 . 29 0 .29 0 . 29 0 .29 0 .29 0 .29 olume/Cap: 0 . 36 0 . 62 0 . 62 0 .40 0 . 55 0 . 55 . 0 . 62 0 . 62 0 .40 0 .53 0 . 53 0 . 53 - ----------- I --------------- --------------- 11 --------------- --------------- I �Level Of Service Module : ■pelay/Veh: 16 . 8 11 . 0 11 . 0 18 . 6 11 . 5 11 . 5 15 . 0 15 . 0 13 . 0 14 . 0 14 . 0 14 . 0 Walser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 16 . 8 11 . 0 11 . 0 18 . 6 11 . 5 11 .5 15 . 0 15 . 0 13 . 0 14 . 0 14 . 0 14 . 0 ueue: 2 5 1 2 4 1 1 4 3 1 2 1 +xx+xx++#+x#+x#+###x##x+#xx#x##x##xx+xx#xx#x#x##xxtx++#xx+xxxx#tx#xxx++#+#x++tx Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 : 33 Page ------------ - --------------- ----------------- -------- - - - - --- - -- -- - - - - - - - - - - - - - - - Patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------=--- ----- - - - -- - - -- Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) Intersection #50 Victoria Ave . (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 684 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 1 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 ------------ - - Control : Protected Protected Permitted Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- Volume Module : Base Vol : 122 315 57 112 465 71 42 157 148 31 253 46 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 122 315 57 112 465 71 42 157 148 31 253 46 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1. 00 PHF Adj : 0 . 9510 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 128 332 60 118 489 75 44 165 156 33 266 48 , Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 128 332 60 118 489 75 44 165 156 33 266 48 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 128 332 60 118 489 75 44 165 156 33 266 48 -------Saturation----F- ow Module:------ --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 ..00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Lanes : 1 . 00 0 . 85 0 . 15 1. 00 0 . 87 0 . 13 0 .21 0 . 79 1 . 00 0 . 09 0 . 77 0 .14 Final Sat . : 1700 1524 276 1700 1561 239 379 1421 1800 17.1 1380 249 ------------ --------------- --------------- --------------- �� Capacity Analysis Module: Vol/Sat : 0 . 08 0 .22 0 .22 0 . 07 0 .31 0 . 31 0 . 12 0 . 12 0 . 09 0 . 19 0 . 19 0 . 19 Crit Moves : **** +#** +++fi Green/Cycle: 0 . 17 0 .38 0 . 38 0 . 21 0 .42 0 . 42 0 . 26 0 .26 0 .26 0 .26 0 .26 0 .26 Volume/Cap: 0 .45 0 .57 0 .57 0 .33 0 . 74 0 . 74 0 .45 0 .45 0 . 33 0 . 74 0 . 74 0 . 74 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/veh: 19 . 0 11 . 0 11. 0 16 .1 11 . 7 11 . 7 14 . 7 14 . 7 14 . 0 18 . 9 18 . 9 18 . 9 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 19 . 0 11. 0 11 . 0 16 . 1 11 . 7 11 . 7 14 . 7 14 . 7 14 . 0 18 . 9 18 .9 18 .9 Queue: 2 5 1 2 8 2 1 2 2 1 5 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Fri Jul 3 , 1998 16 : 34 : 20 Page d- = -- ------------------ ------------ - ----- -------- -- ----- -- - - - - -- - - -- - - - - - - - - - - - - - - - •Patton Station Year 2015 without Project AM Peak Hour ----------------------------------------------------------- -------- - ---- ---- - - - - Level Of Service Computation Report 1994 HCM Operations Method (Base volume Alternative) Intersection #54 Victoria Ave. (NS) / Baseline St . (EW) Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 575 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 9 Optimal Cycle : 69 Level Of Service : C aApproach: North Bound South Bound East Bound West Bound Movement : L - T - R L _ T---_ R L - T - R L - T - R ---------- ------------- Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ----- I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 67 285 37 190 437 128 91 396 41 94 555 169 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 R Initial Bse : 67 285 37 190 437 128 91 396 41 94 555 169 U User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 71 300 39 200 460 135 96 417 43 99 584 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 71 300 39 200 460 135 96 417 43 99 584 178 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 71 300 39 200 460 135 96 417 43 99 584 178 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 77 0 .23 1 . 00 1 .55 0 .45 1 . 00 1 . 81 0 . 19 1. 00 1 .53 0 .47 Final Sat . : 1700 3186 414 1700 2783 817 1700 3263 337 1700 2759 841 --- I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0 . 04 0 . 09 0 . 09 0 . 12 0 . 17 0 . 17 0 . 06 0 . 13 0 . 13 0 . 06 0 .21 0 .21 Crit Moves : **** Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 . 26 0 .26 0 .14 0 .26 0 . 26 volume/Cap: 0 . 29 0 .34 0 .34 0 . 81 0 . 60 0 . 60 0 .39 0 .49 0 .49 0 .40 0 . 81 0 . 81 - ----------- --------------- � --------------- � � --------------- � � --------------- 1 Level Of Sery ice Module: Delay/Veh: 21 . 8 15 .3 15 .3 33 .3 17 . 1 17 . 1 22 .4 16 . 9 16 . 9 22 .5 21 .4 21 .4 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 21 . 8 15 .3 15 .3 33 .3 17 . 1 17 . 1 22 .4 16 . 9 16 . 9 22 .5 21 .4 21 .4 Queue: 1 5 1 5 8 3 2 7 1 2 12 4 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 : 36 Page 1- : --------------------------------------------------------- --- -- -- -- - - - - - - - - - - - - - - Patton Station Year 2015 Without Project PM Peak Hour ----------------------------------------------------------- - ---------- - - -- - - - -- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #54 Victoria Ave . (NS) / Baseline St . (EW) Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 670 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 7 Optimal Cycle: 69 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ ------------ -------------- I Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- II --------------- II --------------- II --------------- I� Volume Module: Base Vol : 128 488 179 147 266 117 155 603 92 52 466 120 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 128 488 179 147 266 117 155 603 92 52 466 120 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 135 514 188 155 280 123 163 635 97 55 491 126 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 135 514 188 155 280 123 163 635 97 55 491 126 PCE Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 'Final Vol . : 1 135 514 188 155 280 123 163 635 97 55 491 126 Saturation Flow Module - II --------------- II --------------- II --------------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1. 00 1. 00 Lanes : 1 . 00 1 .46 0 .54 1 . 00 1.39 0 . 61 1 . 00 1 . 73 0 .27 1. 00 1 . 59 0 .41 Final Sat. : 1700 2636 964 1700 2501 1099 1700 3123 477 1700 2865 735 ------------ I --------------- II --------------- II --------------- II --------------- It Capacity Analysis Module: Vol/Sat: 0 . 08 0 . 19 0 . 20 0 . 09 0 . 11 0 . 11 0 . 10 0 .20 0 .20 0 . 03 0 . 17 0 . 17 Crit Moves : **** **** +*++ x*** Green/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 Volume/Cap: 0 . 55 0 . 71 0 . 71 0 . 63 0 .41 0 .41 . 0 . 66 0 .78 0 . 78 0 .22 0 . 66 0 . 66 ------------ I --------------- II --------------- II --------------- 11 --------------- I Level Of Service Module: Delay/Veh: 24 . 1 18 .4 18 .4 25 . 6 15 . 7 15 . 7 26 .4 20 . 5 20 .5 21 . 6 18 .4 18 .4 w User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 24 . 1 18 .4 18 .4 25 . 6 15 . 7 15 . 7 26 .4 20 .5 20 .5 21 . 6 18 .4 18 .4 Queue: 3 9 4 3 4 2 3 12 3 1 9 3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB---- ------ - ---------Fri Jul 3 , 1998 16_41_13-------- - - - -- - - -- - - - - - - - -- Patton Station Year 2015 Without Project ---------------------------------AM Peak Hour -------------------------------- - - - ---- - - - -- - Level Of Service Computation Report D1994 HCM Operations Method (Base Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 606 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 2 Optimal Cycle : 120 Level Of Service : B Approach: North Bound South Bound East Bound west Bound Movement : L T R L T R L T - R L - T - R ------------ I --------------- 11 ------ --------- 11 ------------- II - Control : Permitted Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 0 0 0 22 0 22 10 15 0 0 15 15 Lanes : 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ---- I --------------- --------------- 11 --------------- 11 --------- ------ � Volume Module : Base Vol : 0 0 0 48 0 69 317 767 0 0 933 175 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 0 0 48 0 69 317 767 0 0 933 175 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 0 0 0 51 0 73 334 807 0 0 982 184 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 51 0 73 334 807 0 0 982 184 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 0 0 0 51 0 73 334 807 0 0 982 184 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 68 0 . 32 Final Sat . : 0 0 0 1700 0 1800 1700 3600 0 0 3032 568 --------- I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 03 0 . 00 0 . 04 0 .20 0 .22 0 . 00 0 . 00 0 . 32 0 .32 Crit Moves : **** **** ***, Green/Cycle : 0 . 00 0 . 00 0 . 00 0 . 18 0 . 00 0 . 18 0 .28 0 . 74 0 . 00 0 . 00 0 .46 0 .46 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 16 0 . 00 0 . 22 0 . 70 0 . 30 0 . 00 0 . 00 0 .70 0 . 70 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : JDelay/Veh: 0 . 0 0 . 0 0 . 0 33 .4 0 . 0 33 . 8 31 . 9 0 .2 0 . 0 0 . 0 16 . 8 16 . 8 USer DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 33 .4 0 . 0 33 . 8 31 . 9 0 . 2 0 . 0 0 . 0 16 . 8 16 . 8 Queue : 0 0 0 1 0 2 11 9 0 0 27 5 jTraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 :43 : 34 Page ------------------- -- ----------------- ---- - - -------- - - ------ - - - - - - - - -- - - - - - - - - - - Patton Station Year 2015 Without Project PM Peak Hour ------------------------------------------------------------------- -- - --- - --- -- - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) +####4444###++xx+xxx+44444+xxx++444++4#+##44444+++###x++++4444#++###x+4444##### Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 65 Critical Vol . /Cap. (X) : 0 . 634 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 6 Optimal Cycle : 65 Level Of Service : B #4x4+4**++44444+4444+#*x***xxx*xx+#x#+*x+xxx+++**44x4#x**x*#x+xx+4x4#4444+4++*x� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------- ----------- ------------ -- - Control : Permitted Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 0 0 0 22 0 22 10 15 0 0 15 15 Lanes : 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- II --------------- II --------------- II --------------- Volume Module : Base Vol : 0 0 0 153 0 274 68 1217 0 0 1157 18 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 0 0 153 0 274 68 1217 0 0 1157 18 User Adj : 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 0 0 0 161 0 288 72 1281 0 0 1218 19 , Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 161 0 288 72 1281 0 0 1218 19 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 Final Vol . : I 0 0 0 161 0 288 72 1281 0 0 1218 19 Saturation Flow Module: - II --------------- II --------------- II --------------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 00 0 . 00 0 . 00 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 97 0 . 03 Final Sat . : 0 0 0 1700 0 1800 1700 3600 0 0 3545 55 � ------------ I --------------- II --------------- II --------------- II --------------- Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 . 09 0 . 00 0 . 16 0 . 04 0 .36 0 . 00 0 . 00 0 .34 0 .34 Crit Moves : 4#** 44## x+x4 Green/Cycle: 0 . 00 0 . 00 0 . 00 0 .34 0 . 00 0 . 34 0 . 15 0 .52 0 . 00 0 . 00 0 . 37 0 . 37 ' Volume/Cap: 0 . 00 0 . 00 0 . 00 0 .28 0 . 00 0 .47 0 .28 0 . 68 0 . 00 0 . 00 0 . 93 0 . 93 ------------ I --------------- II --------------- II --------------- II --------------- Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 11 .4 0 . 0 12 . 6 20 . 1 6 . 9 0 . 0 0 . 0 20 . 7 20 .7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 0 . 0 0 . 0 0 . 0 11 .4 .0 . 0 12 . 6 20 . 1 6 . 9 0 . 0 0 . 0 20 . 7 20 .7 Queue : 0 0 0 2 0 4 1 18 0 0 25 1� ++++x++xxxxxxxx+x+xxx+++4444+x++++xxx+x+xxx++xx++xxt++++++xx+xt++xx+++xx+++xxx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, �ikwpoFt Beach , 1 MITIGS - ----- - Fri Jul 3 , 1998 16 :26 :45 Page i -- - -- ----- - ---- - --- - ---- - - - - - - - ---- - - - - - - - - - - - - - - - - - Patton Station Year 2015 Without Project AM Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #8 Central Ave. (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 345 . 8 worst Case Level Of Service : F x+«++x+«++xx++xx+xxxx+xx+xx+x++x+«xxx++xx++x+«x+x+++xxx+++x+++«++x++++«+++++++x+ Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R ------------ I ------------ Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ I --------------- II --------------- Volume Module: II ----- ----------- -- -- III Base Vol: 144 0 58 0 0 0 0 848 50 9 1164 QGrowth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 0 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 144 0 58 0 0 0 0 848 50 9 1164 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 152 0 61 0 0 0 0 893 53 9 1225 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 152 0 61 0 0 0 0 893 53 9 1225 0 ------------ I --------------- II --------- Adjusted volume Module: II - II --------------- I Grade: 0'k 0% 0'k 096% Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 96 Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXXX Trck/Cmb PCE: . xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 167----0 67 0 0 0 0 893 53 10 1225 0 Critical GaplModule ------- II --------------- II --------------- II --------------- I MoveUp Time : 3 . 4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx ,xxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx Capacity Module : I --------------- ------------ II --------------- II --------------- II --------------- I Cnflict Vol : 2154 xxxx 473 xxxx xxxx xxxxx xxxx xxxx xxxxx 945 xxxx ,xxxx Potent Cap. : 44 xxxx 798 xxxx xxxx xxxxx xxxx xxxx xxxx, 533 xxxx xxxxx Adj Cap: 0 . 93 xxxx 1 . 00 xxxx xxxx ,xxxx xxxx xxxx YYYYY 1. 00 xxxx Move Cap. : 41 xxxx 798 xxxx xxxx xxxxx ---- ------- ,xxxx xxxx xxxx xxxxx---- 533 xxxx XYYYY ------------ ----- XI Level Of Service Module:IStopped Del : 5005 xxxx 4 . 9 xxxxx xxxx xxxxx ,xxxx xxxx ,xxxx 6 . 9 xxxx LOS by Move : * * + x * + * * * B * + IMovement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 57 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 5088 xxxxx xxxxx xxxx xxxxx xxxxx xxxx ,xxxx ,xxxx xxxx xxxxx Shared LOS: * F x + + * * + x irpproachDel : 3569 . 6 0 . 0 0 . 0 0 .1 I Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 :47 Page i- : t ---------------------------------------------------------- --- - - -- - - - - - - - - - - - - - - - Patton Station Year 2015 Without Project PM Peak Hour ---------------------------------------------------------------- - ----- - -- - - - -- -- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ++++xx+++++xxxxxxxxxt t+++txtx+xtx+xtx++xx++x++txx+++xtxxxx+++++++++++x+++++x+++ Intersection #8 Central Ave . (NS) / Highland Ave . (EW) +xxx++++xxx++++xx+++++++xxx++++++++++++++++xt+++++++++++xxx++x++++++++x++++x+++ Average Delay (sec/veh) : 333 . 5 Worst Case Level Of Service : xxx+xt+++xxx+++xxxxxxxxxx+xxxxtx++xxxxxx+xx++xx+xxxx+++x++xttxt+xt++++xxxx++++x Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- --- � � -------------- ------ ------- �, Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 ------------ --------------- --------------- --------------- ------------- -- �, Volume Module: Base Vol : 76 0 23 0 0 0 0 1450 83 15 1194 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Initial Bse: 76 0 23 0 0 0 0 1450 83 15 1194 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 80 0 24 0 0 0 0 1526 87 16 1257 0 t Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 80 0 24 0 0 0 0 1526 87 16 1257 0 ------=----- I --------------- --------------- --------------- --------------- �� Adjusted volume Module: Grade : 04 0%- 0'k 096 $ Cycle/Cars : >D= xxxx xxxx X-"= XXXx X= xxxx xxxx $ Truck/Comb: xxxx X)= xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1. 00 1 . 00 1 .10 1. 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx X.)= xxxx Trck/Cmb PCE: xxxx XX xxxx xxxx xxxx XXXX xxXX xxxx Adj Vol . : 88 0 27 0 0 0 0 1526 87 17 1257 0 Critical Gap Module: MoveUp Time : 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 . 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx Module: Cnflict Vol : 2843 xxxx 807 xxxx xxxx xxxxx xxxx xxxx xxxxx 1614 xxxx xxxxx Potent Cap. : 16 xxxx 540 xxxx xxxx xxxxx xxxx xxxx xxxxx 233 xxxx xxxxx Adj Cap: 0 . 71 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1. 00 xxxx xxxxx Move Cap. : 12 xxxx 540 xxxx xxxx xxxxx xxxx xxxx xxxxx 233 xxxx xxxxx ------------ ---------- ------------- � � --------------- � � --------------- I� Level Of Service Module: � I Stopped Del : 11373 xxxx 7 . 0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 16 . 6 xxxx xxxxx LOS by Move : * + * x + x x + + C x x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 15 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDe1 :XXXXX XXXX XXXXX XXXXX xxxx xxxxx xxxxx xxxx xxxxx XXXXX xxxx XXXXX Shared LOS : * F ApproachDel : 8732 .5 0 . 0 0 . 0 0 . 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 8 MITIG8 Fri Jul 3 , 1998 16 : 26 : 50 Page _ - - ----------------------------------------------------------- ----- ---- - - - - - - - - - - - - Patton Station Year 2015 Without Project AM Peak Hour --------------------------------------------------------------'-- -- - - - - - - --- - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #39 Central Ave. (NS) / Pacific St . (EW) Average Delay (sec/veh) : 2 . 7 Worst Case Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------ --------- ----------- - Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 Volume Module: -------------- --------------- --------------- ------- -------- � Base Vol : 80 25 55 49 19 6 61 164 13 34 144 97 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 80 25 55 49 19 6 61 164 13 34 144 97 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 84 26 58 52 20 6 64 173 14 36 152 102 Reduct Vol : - 0 0 0 0 0 0 0 0 0 0 0 0 Final. vol . : 84 26 58 52 20 6 64 173 14 36 152 102 ------------ I --------------- 11 --------------- 11 --------------- ---- ----------- � Adjusted volume Module : Grade: 0%. 0%- 096 096 W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx D % Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 .10 1 . 10 1 . 00 1. 00 1 .10 1 . 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx X-)= Xxxx A - Critical Gap Adj Vol . : 93 29 64 57 22 7 71 173 14 39 152 102 -------- --- -------Module: -------- � � --------------- 11 --------------- � � --------------- � C MoveUp Time: 3 .4 3 . 3 2 . 6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 .1 xxxx xxxxx Critical Gp: - � � - � � - 6 . 5 6 . 0 5 . 5 6 . 5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ -------------- -------------- -------------- -------------- � Capacity Module : Cnflict Vol : 495 533 179 524 489 203 254 xxxx xxxxx 186 xxxx xxxxx Potent Cap. : 547 573 1123 526 604 1093 1298 xxxx xxxxx 1397 xxxx xxxxx Adj Cap: 0 . 90 0 . 92 1 . 00 0 . 85 0 . 92 1 . 00 1 . 00 xxxx xxxxx 1. 00 xxxx xxxxx Move Cap. : 495 526 1123 446 555 1093 1298 xxxx xxxxx 1397 xxxx xxxxx ------ I --------------- � � --------------- � � --------------- � � --------------- � Level Of Service Module: Stopped Del : 8 . 8 7 .2 3 .4 9 . 1 6 . 7 3 . 3 2 . 9 xxxx xxxxx 2 . 6 xxxx xxxxx LOS by Move: I * A * * A A * * A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 502 xxxx xxxxx 472 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 9 .2 xxxx xxxxx 9 . 0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : B * * B * * * # # x �pproachDel : 6 . 7 8 . 0 0 . 8 0 .4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach I MITIG8 Fri Jul 3 , 1998 16 : 27 : 51 Page 1 -1 1 ------------------------------ -- ---- -- ---------- ----- ---- -- - --- -- --- - - - - - - - - - - - - Patton Station Year 2015 Without Project PM Peak Hour ------------------------------------------- -------------- -------- - - --- - - -- - - - -- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) Intersection #39 Central Ave. (NS) / Pacific St . (EW) Average Delay (sec/veh) : 3 . 8 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --- - - ------ - --- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- Volume Module: Base Vol : 105 23 163 82 20 15 32 200 51 57 129 59 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 105 23 163 82 20 15 32 200 51 57 129 ' 59 User Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 111 24 172 86 21 . 16 34 211 54 60 136 62 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : ill 24 172 86 21 16 34 211 54 60 136 62' ------------ --------------- --------------- 11 --------------- 11 --------------- Adjusted Volume Module: Grade: 096 0'k 096 0$ % Cycle/Cars : xxxx xxxx xxxx xxxx xxxx X.?= X.?= xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1. 10 1.10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1. 00 Cycl/Car PCE: xxxx xxxx xxxX xxxx xxXX xXXX xxxx xxxx Trck/Cmb PCE: . xxxx xxxx XXXX xxxx xxxx xxxx xxxx xxxx Adj Vol . : - � � -- 122 27 189 95 23 17 37 211 54 66 136 62 ------------ -------------- � � --------------- ------------- � � --------------- Critical Gap Module : MoveUp Time : 3 . 4 3 . 3 2 . 6 3 .4 3 . 3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 . 5 6 . 0 5 .5 6 .5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx t ------------ I --------------- --------------- --------------- II --------------- I Capacity Module: Cnflict Vol : 516 529 237 596 525 167 198 xxxx xxxxx 264 xxxx xxxxx Potent Cap. : 532 576 1050 478 579 1140 1380 xxxx xxxxx 1283 xxxx xxxxx Adj Cap: 0 . 90 0 .92 1 . 00 0 . 74 0 . 92 1 . 00 1 . 00 xxxx xYYY= 1 . 00 YYYY xxxxx Move Cap. : 477 531 1050 355 534 1140 1380 xxxx xxxxx 1283 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Stopped Del : 9 . 8 7 . 1 4 .1 13 .4 7 . 0 3 .2 2 . 7 xxxx xxxxx 2 . 9 xxxx xxxxx LOS by Move: * * A + * A A x + A * x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 486 xxxx =YYYY 380 XKXX =LKX xxxx xxXX xx = XXXx X = =YYYY Shrd StpDel : 10 .2 xxxx xxxxx 13 . 2 xxxx xxxxx xxxxx XXxx xxxxx xxxxx XYYY xxxxx Shared LOS : C * * C * * + x * x * x ApproachDel : 6 .4 11 . 0 0 . 3 0 . 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , QMITIGB Fri Jul 3 , -1998 16 : 26 : 54 page , - , --- - - - - -------------- - - - ---- --- -- -- - - - - - - - - - - Patton Station Year 2015 Without Project AM Peak Hour --------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 457 Loss Time (sec) : 6 (Y+R 4 sec) Average Delay (sec/veh) : 7 . 0 Optimal Cycle : 60 Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R ------------ ------------ -- Control : Permitted Permitted - II Permitted II Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 IVolume Module--------------- 11 --------------- � � --------------- � � --------------- � Base Vol : 100 181 34 300 204 138 76 585 47 69 723 209 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 100 181 34 300 204 138 76 585 47 69 723 209 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 'PHF Volume: 105 191 36 316 215 145 80 616 49 73 761 220 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 105 191 36 316 215 145 80 616 49 73 761 220 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final- - - -- ---- - � � - � � -- Vol . : 105 191 36 316 215 145 80 616 49 73 761 220 ----- ----- --- --- - -------------- ------- ------ Saturation Flow Module: ,Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 84 0 . 16 1 . 00 0 . 60 0 . 40 1 . 00 1 . 85 0 . 15 1 . 00 2 . 00 1. 00 Final Sat . : 1700 1515 285 1700 1075 725 1700 3335 265 1700 3600 18001 - 1 --------------- --------------- --------------- 11 --------------- apacity Analysis Module: of/Sat : 0 . 06 0 . 13 0 .13 0 . 19 0 .20 0 .20 0 . 05 0 .18 0 . 18 0 . 04 0 .21 0 . 12 Crit Moves : **}# ##*# Preen/Cycle: 0 .44 0 .44 0 .44 0 .44 0 .44 0 . 44 0 .46 0 .46 0 .46 0 .46 0 .46 0 .46 olume/Cap: 0 . 14 0 .29 0 . 29 0 .42 0 .46 0 .46 . 0 . 10 0 .40 0 .40 0 . 09 0 .46 0 .26 - ----------- I --------------- --------------- --------------- --------------- � jevel Of Service Module: elay/Veh: 6 . 6 7 . 1 7 . 1 7 . 7 7 . 9 7 . 9 5 . 7 6 . 7 6 . 7 5 . 6 7 . 0 6 .2 ser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 6 . 6 7 . 1 7 . 1 7 . 7 7 . 9 7 . 9 5 . 7 6 . 7 6 . 7 5 . 6 7 . 0 6 . 2 ueue: 1 2 0 4 3 2 1 7 1 1 9 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 : 55 Paae _- _ , ------------------------------------------------- ------ - - - - - - - ------ - - - - - - - - - - - - Patton Station Year 2015 Without Project PM Peak Hour -------------------------------------------------------------=------- - --- - - - -- - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) xx+++xx++xxxxx++++++xx+++xx+++xx+x+++xxxx+xxxx++xx+xxxxxxx++xxxx+xxxx+xxxxxx+xxx Intersection #9 Orange St . (NS) / Highland Ave. (EW) x+xx++xxx+++xxx+xxxx+xxx+xxx++xxx+xx++++++xxx+x+xxxx+xxx++xx+xxxx+xr+x+xxx+xrxx� Cycle (sec) : 60 Critical Vol . /Cap . (X) : 0 . 561 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 4 Optimal Cycle : 60 Level Of Service : B xxx+xxx++xxxx+xxxxx+xxx++x+++xxx++xx++xxx+xxx++x+xx+++xxxx++xxx+xxx+xxx+xxx+xx Approach: North Bound South Bound East Bound West Bound A Movement : L - T - R L - T - R L - T - R L - T - R q ------------ I --------------- II --------------- II --------------- II - - 7� Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 ------------ I --------------- II --------------- II --------------- II ----------- ---- Volume Module: Base Vol : 91 47 71 155 50 72 189 1227 170 67 928 266 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 . 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 91 47 71 155 50 72 189 1227 170 67 928 266 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 PHF Adj : 0 . 95 '0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 96 49 75 163 53 76 199 1292 179 71 977 280 ' Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 96 49 75 163 53 76 199 1292 179 71 977 280 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Final Vol . : 96 49 75 163 53 76 199 1292 179 71 977 2801 ---------- -- ----------- ---------- Saturation F ow Module : II II - II --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 0 .40 0 . 60 1 . 00 0 .41 0 . 59 1 . 00 1 . 76 0 . 24 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 711 1089 1700 740 1060 1700 3162 438 1700 3600 1800 ------------ I --------------- II --------------- II - Capacity Analysis Module: Vol/Sat : 0 . 06 0 . 07 0 . 07 0 .10 0 . 07 0 . 07 0 . 12 0 .41 0 .41 0 . 04 0 .27 0 .16 Crit Moves : x+xx xx+x Green/Cycle: 0 .33 0 . 33 0 .33 0 .33 0 .33 0 . 33 0 . 57 0 .57 0 . 57 0 . 57 0 .57 0 . 57 Volume/Cap: 0 . 17 0 .21 0 .21 0 .29 0 .22 0 . 22 0 .21 0 . 72 0 . 72 0 . 07 0 .48 0 .271 ------------ I --------------- II --------------- II --------------- II --------------- Level Of Service Module : Delay/Veh: 10 .3 10 .4 10 .4 10 . 8 10 . 5 10 . 5 3 . 2 5 .4 5 .4 2 . 9 3 . 9 3 .3 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 10 .3 10 .4 10 .4 10 . 8 10 . 5 10 . 5 3 .2 5 .4 5 .4 2 . 9 3 . 9 3 .3 Queue: 1 1 1 2 1 1 2 16 3 1 10 2 xx+x++x+xx++x++xx+++x+x++x+xxx+xx++x++xx+x++x++x+x+xxx+++x+++++x++x+xx+++x+x++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 IMITIG8 -Fri Jul 3 , 1998 16 : 26 : 58 Page 1-1 ------------------------- - ------ - --- - - - - - - - - - - - - - ' Patton Station Year 2015 Without Project AM Peak Hour ------------------------------------------------------- --------- ---- - - --- -- - - -- - I Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 72 Critical Vol . /Cap. (X) : 0 . 648 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 21 . 7 Optimal Cycle: 72 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement : - I L -_ T - -R L _ T _ R L - T - R L - T - R ---------- --------------- --------------- Protected Protected II Protected - II Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1- 0 1 0 2 0 1 jVolume Module--------------- � � ---- ---------- � � --------------- � � --------------- � Base Vol : 144 293 90 102 325 317 218 452 194 76 582 96 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 144 293 90 102 325 317 218 452 194 76 582 96 User Adj : 1 ..00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0_ . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 ' PHF Volume: 152 ' 308 95 107 342 334 229 476 204 80 613 101 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 308 95 107 342 334 229 476 204 80 613 101 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : 152 308 95 107 342 334 229 476 204 80 613 101 ------------ I --------------- 11 --------------- 11 --------------- Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 .94 1 . 00 1. 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1. 01 0 . 99 1 . 00 1 .40 0 . 60 1 . 00 2 . 00 1. 00 Final Sat . : 3200 1800 1800 1700 1821 1779 1700 2520 1080 1700 3600 1800 --------- --------------- 11 -------------- - Capacity Analysis Module: � � ---- � Vol/Sat : 0 . 05 0 . 17 0 . 05 0 . 06 0 . 19 0 . 19 0 . 13 0 . 19 0 . 19 0 . 05 0 . 17 0 . 06 Crit Moves : **** ##** *++* **** Green/Cycle: 0 . 14 0 . 28 0 . 28 0 .14 0 . 28 0 . 28 0 . 14 0 . 28 0 .28 0 . 14 0 .28 0 .28 volume/Cap_- 0 . 34-0_62--0_19 0 .45 0 . 68 0 . 68 0 . 97 0 . 68 0 . 68 0 .34 0 . 61 0 .20 --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 23 .3 18 .5 15 .1 24 . 3 18 . 6 18 . 6 57 . 1 18 . 6 18 . 6 23 .4 17 . 9 15 . 2 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 AdjDel/Veh: 23 .3 18 .5 15 . 1 24 .3 18 . 6 18 . 6 57 . 1 18 . 6 18 . 6 23 .4 17 . 9 15 .2 �ueue: 3 6 1 2 7 6 8 9 4 1 11 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 39 : 01. Paae , -------- -------------------------------- --------- - - -- --- - -- - - - - - - - - - - - - - - - - - - - - - Patton Station Year 2015 Without Project PM Peak Hour ---------------------------------=------------------------- - - - --------- --- - --- - - Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 110 Critical Vol . /Cap. (X) : 0 . 742 Loss Time (sec) : 12 (Y+R = 4 ;sec) Average Delay (sec/veh) : 26 . 2 Optimal Cycle: 110 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ---------- ------------ ------------ Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- 11 --------------- �� Volume Module: Base Vol : 251 232 216 119 152 202 184 963 251 157 797 91 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Initial Bse: 251 232 216 119 152 202 184 963 251 157 797 91 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 - 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 264 244 227 125 160 213 194 1014 264 165 839 96 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 264 244 227 125 160 213 194 1014 264 165 839 96 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : 1 264 244 227 125 160 213 194 1014 264 165 839 96 Saturation Flow Module: ----- --------------- --------------- --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 59 0 .41 1 . 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2856 744 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- I� Capacity Analysis Module: Vol/Sat : 0 . 08 0 . 14 0 . 13 0 . 07 0 . 09 0 . 12 0 . 11 0 .35 0 .36 0 . 10 0 .23 0 . 05 Crit Moves : **+* ++++ #### **#+ Green/Cycle: 0 . 09 0 . 18 0 . 18 0 . 10 0 . 19 0 . 19 0 .20 0 .48 0 .48 0 . 13 0 .41 0 .41 Volume/Cap: 0 . 88 0 . 74 0 . 69 0 . 74 0 .47 0 . 63 . 0 . 57 0 . 74 0 . 74 0 . 74 0 . 57 0 . 13 ------------ I --------------- ----------- --------------- --------------- � Level Of Service Module: Delay/Veh: 55 . 1 39 . 0 37 .2 48 . 9 32 .4 34 .3 33 . 1 15 . 0 15 . 0 44 .7 17 . 1 13 .7 ` User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 55 . 1 39 . 0 37 .2 48 . 9 32 .4 34 .3 33 . 1 15 . 0 15 . 0 44 . 7 17 . 1 13 . 7 Queue : 10 8 7 4 4 6 6 26 7 6 20 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 27 : 01 Page _ ----------------------------- ----- ------------ ------- - - - - --- -- - - - - - - - - --- - - - - - Patton Station Year 2015 Without Project AM Peak Hour --------------------------------------------------------- --------- - - -- - - -- -- -- Level Of Service Computation Report I 1994 HCM Operations Method (Base Volume Alternative) xx++t+x+#+++xx*xxxt+x*t#x++xx+xt+x+xx++++x++x++x+++++++xxxxx+++x+++x++x+++x+x++x Intersection #47 Boulder Ave. (NS) / Highland Ave . (EW) #+#++xt+x+t#xx+++xxx+xxx+++*+#x+x+x+++t+++x++t+++x*+xx+txttx*++++**#+t+ttt+tt+tr Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 764 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 31 . 9 Optimal Cycle: 120 Level Of Service : D ` x+xx+x*xx*+xxx*++xx+xt+*+txx*+x*tx+*x+******t**+*x+xt+*++++++x+*+x++x+++*++x+xx+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L ------------ ------------ Control : Protected Protected Protected Protected Rights: Include Include - Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 -------- -------------- ------------- ------------- ------------- - Volume Module : Base Vol : 324 167 53 118 187 161 122 203 432 215 690 259 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Initial Bse: 324 167 53 118 187 161 122 203 432 215 690 259 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 PHF Volume : 341 176 56 124 197 169 128 214 455 226 726 273 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 341 176 56 124 197 169 128 214 455 226 726 273 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 1 341 176 56 124 197 169 128 214 455 226 726 2731 Saturation Flow Module------ --------------- --------------- --------------- Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 52 0 .48 1 . 00 1 . 08 0 . 92 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1 . 00 t inal Sat . : - I - --- - -- - -- - -- 1700 2731 869 1700 1938 1662 1700 3600 1800 1700 3600 18001 ---- ---- --- II ---- ---- ---- � I ---- ---- ---- � � ---- ---- ---- apacity Analysis Module: Vol/Sat : 0 . 20 0 . 06 0 . 06 0 . 07 0 . 10 0 . 10 0 . 08 0 . 06 0 .25 0 .13 0 .20 0 . 15 Crit Moves : **** *t** **t+ x*tx Green/Cycle : 0 . 24 0 .32 0 .32 0 .13 0 . 21 0 . 21 0 . 08 0 . 30 0 . 30 0 . 16 0 .37 0 .50 volume/Cap: 0 . 85 0 .20 0 .20 0 . 57 0 .49 0 .49 0 . 90 0 .20 0 . 85 0 . 85 0 . 54 0 .30 ------------ ------- ----------- I Level Of Service Module: -------- II ---- elay/Veh: 42 . 7 22 . 0 22 . 0 43 . 0 33 . 7 33 . 7 74 . 0 23 . 6 36 .3 52 .2 21 . 1 10 .4 ser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 42 . 7 22 . 0 22 . 0 43 . 0 33 . 7 33 . 7 74 . 0 23 . 6 36 .3 52 .2 21 . 1 10 .4 ueue: 12 4 1 4 6 5 6 5 16 9 19 5 ++*++x*++*t+x++x*t+*t**+xxt**tx*+xx+x**tx*x*xxtx+t**ttt*t**tt+tx*tx+tx*+x*+*++* Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 28 : 02 Page _ - _ 1 ------------------------ ------------------- ----------------- - - - - - - - - -- - - - - - - - - - - ' Patton Station Year 2015 Without Project PM Peak Hour --------------------------------------------------------- - ---- ---- -- - -- - - - -- -- -- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) Intersection #47 Boulder Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap . (X) : 0 . 871 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 40 .4 Optimal Cycle: 106 Level Of Service : E Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- 11 ------- -- --- Control : Protected Protected Protected Protected I, Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- ---------- --------------- 11 --------------- I� Volume Module : Base Vol : 339 217 75 144 170 205 169 388 439 319 483 278 Growth Adj : 1 . 00 1.00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 339 217 75 144 170 205 169 388 439 319 483 278 User Adj : 1 ..00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 357 ' 228 79 152 179 216 178 408 462 336 508 293 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 357 228 79 152 179 216 178 408 462 336 508 293 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 357 228 79 152 179 216 178 408 462 336 508 293 ---------- Saturation--Flow Module: - --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 .49 0 .51 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1 . 00 Final- -Sat . : 1700 2674 926 1700 1800 1800 1700 3600 1800 1700 3600 1800 ----- ----- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat : 0 . 21 0 . 09 0 . 09 0 . 09 0 . 10 0 . 12 0 . 10 0 . 11 0 .26 0 . 20 0 .14 0 . 16 Crit Moves : **** +**x **** **** Green/Cycle: 0 .22 0 .21 0 .21 0 .22 0 .21 0 .21 0 . 30 0 .27 0 .27 0 .21 0 . 17 0 . 39 1 Volume/Cap: 0 . 96 0 .41 0 .41 0 .41 0 .48 0 . 58 0 . 35 0 .42 0 . 96 0 . 96 0 . 81 0 .41 ------------ I --------------- ----------- --------------- --------------- � Level Of Service Module: Delay/Veh: 59 .2 32 . 9 32 . 9 32 .2 33 . 6 34 . 7 24 . 9 28 . 0 52 .5 61 . 0 42 . 7 18 .2 User DelAdj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 59 .2 32 . 9 32 .9 32 .2 33 . 6 34 . 7 24 . 9 28 . 0 52 . 5 61 . 0 42 . 7 18 . 2 Queue: 15 7 2 4 5 7 5 11 19 15 17 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 1 APPENDIX J YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS 1 (WITHOUT IMPROVEMENTS) i f 1 ' 1 MITIG8 Fri Jul 3 , 1998 16 : 13 :53 Page ; -------------------- ----------------- ----- ---- ---- - ---- - -- --- -- - - -- - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------- ------ - ------- - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) Q }#**#x**}+#*}##*xxx*}#x*}4x**}}}#*Y#*}*##+*}tx***x#*}***t*x#+*##**t}*##**+***#** Cycle (sec) : 60 Critical Vol . /Cap . (X) : 0 . 775 Loss Time (sec) : 6 (Y+R 4 sec) Average Delay (sec/veh) : 10 . 2 Optimal Cycle : 60 Level Of Service : B n *}xx*}#x**++#***+xxxx}#xx+xxx++}x**x#x**}x#**#**xx+xxxxxxx*+#x*+#+++xx}#*+}#**** UApproach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II ------- -------- II ------ ---- - --- I Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ----- I --------------- II --------------- II --------------- II -------------- - I Volume Module: Base Vol : 0 0 0 1311 0 187 0 608 0 0 815 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 0 0 1311 0 0 0 608 0 0 815 0 Added Vol : 0 0 0 65 0 0 0 27 0 0 22 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 pp Initial Fut : 0 0 0 1376 0 0 0 635 0 0 837 0 t1 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 00 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 PHF Volume: 0 0 0 1448 0 0 0 668 0 0 881 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1448 0 0 0 668 0 0 881 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : I 0 0 0 1448 0 0 0 668 0 0 881 0 Saturation Flow Module------ II --------------- --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 .89 1 . 00 1 . 00 0 .94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 , ;Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 p ------------ I --------------- II --------------- II -------------- '!Capacity Analysis Module: I - II --------------- I vol/Sat : 0 . 00 0 . 00 0 . 00 0 .45 0 . 00 0 . 00 0 . 00 0 . 19 0 . 00 0 . 00 0 .24 0 . 00 Crit Moves : ##** xx*x Green/Cycle : 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 .32 0 . 00 0 . 00 0 . 32 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 77 0 . 00 0 . 00 0 . 00 0 . 59 0 . 00 0 . 00 0 . 77 0 . 00 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: IDelay/Veh: 0 . 0 0 . 0 0 . 0 5 . 5 0 . 0 0 . 0 0 . 0 13 .2 0 . 0 0 . 0 15 . 6 0 . 0 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 0 . 0 0 . 0 0 . 0 5 .5 0 . 0 0 . 0 0 . 0 13 .2 0 . 0 0 . 0 15 . 6 0 . 0 Queue : 0 0 0 19 . 0 0 0 10 0 0 14 0 +*xxx*x+**xx**x+*xx*}xxx*}x*xx+}x++}#x+*xx+x*}#**#x+}x+*x*}x**xxx*}x+*x+**xx*x++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 16 : 21 Page 1- _ -------------- - - -------------------- ---- - ---------- --------- - --- -- - -- - - - - - - - - - - - Patton Station Year 2015 With Project PM Peak Hour -.---------------------------------------------------------------- - - ----- ---- - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +xxx+rxx+rrxxx+++rr#+++++x++xx+#x+rrx++++rx+r#x++r+++r+++++rrx+r++rr+++xrrr+rrr+ Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave . (EW) xrxx++rxzx+++xxx+r+rxxx#rxx++r+rxx+xx+++r*rxrxx++x+++#x++rr+rxrr++x++r++xrxrrrx., Cycle (sec) : 80 Critical Vol . /Cap. (X) : 0 . 885 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 2 Optimal Cycle: 80 Level Of Service: C x+xx++xxxx+x+xxx++xxxrxxxxx+xxx+xx++r+xx+r xxxxx++xx+x+xxx++*rrxxrxxrxx+xx+xxx+xi� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 -------------- I� Control : Permitted Permitted Permitted Permitted Rights : Include Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 ------------ I --------------- --------------- --------------- --------------- I� Volume Module : Base Vol : 0 0 0 1293 0 217 0 1200 0 0 942 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 0.0 1 . 00 1 . 00 1 . 00 Initial Bse : 0 0 0 1293 0 0 0 1200 _ 0 0 942 0 , Added Vol : 0 0 0 95 0 0 0 40 0. 0 36 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 1388 0 0 0 1240 0 0 978 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 00 0 . 95 0 . 95 0 .95 0 . 95 0.95 0 . 95 PHF Volume: 0 0 0 1461 0 0 0 1305 0 0 1029 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1461 0 0 0 1305 0 0 1029 0 PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 Final Vol . : I 0 0 0 1461 0 0 0 1305 0 0 1029 0 i Saturation Flow Module------ II --------------- II ---------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 )0 1800 1800 1800 Adjustment : 0 . 94 1. 00 1 . 00 0 .89 1 . 00 1 . 00 0 . 94 1. 00 _ . 00 0 . 94 1 . 00 1. 00 t Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat . : 0 0 0 3200 0 1800 0 3600 0 0_3600 0 Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .46 0 . 00 0 . 00 0 . 00 0 .36 0 . 00 0. 00 0 .29 0 . 00 Crit Moves : x+x+ x++x Green/Cycle: 0 . 00 0 . 00 0 . 00 0 . 52 0 . 00 0 . 00 0 . 00 0 .41 0 . 00 0 . 00 0 .41 0 . 00 Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 89 0 . 00 0 . 00 0 . 00 0 . 89 0 . 00 0. 00 0 . 70 0 . 00 ------------ I --------------- --------------- Level Of Service Module: Delay/Veh: 0 . 0 0 . 0 0 . 0 13 .2 0 . 0 0 . 0 0 . 0 18 .5 0 . 0 0 . 0 13 . 9 0 . 0 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 0 . 0 0 . 0 0 . 0 13 . 2 0 . 0 0 . 0 0 . 0 18 .5 0 . 0 0 . 0 13 . 9 0 . 0 Queue: 0 0 0 32 0 0 0 29 0 0 19 0 +xxxx+xx++xxxx+x+rxx+xxxx+xxxxxx++xx+xx+xx+x++x+**rrxxxxxx+++x+++xx+xx++xxxx+xr+� Traffix 6 . 8 . 0627 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8-------------- ------- - - Fri Jul 3 1998 16 : 14 : 07 page- 1- 1 ------ - -- --- -- ----- ---- -- - - -- - - -- - - - ---- - ---- - - - - - - - Patton Station Year 2015 With Project AM Peak Hour ------------------------------------------------------------------ - - - ---- -- -- - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) **+x*}t**}+*#*++}+Y#**t****}+*}t*}++**#+#*}#}}#*++##}+**##+tt#ttt*}++xY*t++x}t++ Cycle (sec) : 120 Critical Vol . /Cap. (X) : 1 . 035 , Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 52 . 0 Optimal Cycle : 120 Level Of Service: E Approach: North Bound South Bound East Bound west Bound Movement : L T R L T - R L - T R L - T - R ------------ I --------------- I1 ------------ Control : Protected Protected II Protected II Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 --------- I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 407 194 114 41 444 420 101 881 472 225 1201 174 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Initial Bsec 407 194 114 41 444 420 101 881 472 225 1201 174 Added Vol : - 0 0 3 7 0 0 0 93 0 6 74 PasserByVol : 0 - 0 6 0 0 0 0 0 0 0 0 0 6 Initial Fut : 407 194 117 48 444 420 101 974 472 231 1275 180 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 .95 0 . 95 PHF Volume: 428 204 123 51 467 442 106 1025 497 243 1342 189 IReduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 428 204 123 51 467 442 106 1025 497 243 1342 189 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 IFinal Vol . : 428 204 123 51 467 442 106 1025 497 243 1342 1891 ---------- I --------------- --------------- - s"aturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 180p 1800 1800 djustment : 0 . 94 1 . 00 1. 00 0 . 94 1. 00 1. 00 0 . 89 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 anes : 1 . 00 1. 00 1 . 00 1 . 00 1 . 03 0 . 97 2 . 00 2 . 00 1 . 00 1. 00 2 .63 0 .37 inal Sat . : 1700 1800 1800 1700 1850 1750 3200 3600 1800 1700 4733 667 ------------ ----------- --------------- - -------------- --------------- /Capacity Analysis Module: of/Sat : 0 . 25 0 . 11 0 . 07 0 . 03 0 . 25 0 . 25 0 . 03 0 .28 0 .28 0 . 14 0 .28 0 .28 Crit Moves : ***+ ItGreen/Cycle: 0 . 24 0 .36 0 .36 0 .13 0 . 24 0 . 24 0 . 08 0 .27 0 .27 0 .14 0 .33 0 .33 olume/Cap: - 1 1 . 04 0 . 32 0 . 19 0 .23 1 . 04 1 . 04 0 . 40 1 . 04 1 . 00 1 . 04 0 . 86 0 . 86 ---------- --------------- --------------- --------------- --------------- � Level Of Service Module: elay/Veh: 74 . 8 20 . 1 19 . 1 38 . 8 65 . 0 65 . 0 44 . 6 61 . 6 61 . 2 92 . 6 30 . 0 30 . 0 ser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 djDel/Veh: 74 . 8 20 . 1 19 . 1 38 . 8 65 . 0 65 . 0 44 . 6 61 . 6 61 .2 92 .6 30 . 0 30 . 0 Queue : 21 5 3 2 23 22 3 46 22 13 44 7 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach I I Fri Jul 3 , 1998 16 : 16 : 25 page - --------------------------- ----------------- - _ _ Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------- ----- - ---- - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) #x+#ttt#xttx+##+}tt+t*tt}}}}#xx#tx+#xt+++*x++#++#x#++#x++++++#+#x+t++#+##++##+# Intersection #4 Arden Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 1 . 080 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 80 . 4 Optimal Cycle : 120 Level Of Service: F #txx##tx+#xtxx#ttxx+#xx}#t#x##t+#x###xx}##+#xx*#x###xxx###xx#x###x##t##xx#xxx#x1 Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ---------- -- I --------------- � � -------- ----- � � --------------- II - Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 1 0 1 0 1 1 0 1 1 0 2 0 2 0 1 1 0 2 1 0 ------------ -------------- ------------- ------------- ------------- - Volume Module: Base Vol : 236 140 60 119 300 184 407 1607 584 274 1680 253 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 a Initial Bse: 236 140 60 119 300 184 407 1607 584 274 1680 253 Added Vol : 0 0 5 10 0 0 0 134 0 9 121 9 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 236 140 65 129 300 184 407 1741 584 283 1801 262 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 PHF Volume: 248 147 68 136 316 194 428 1833 615 298 1896 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 248 147 68 136 316 194 428 1833 . 615 298 1896 2761 PCE Adj ; 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final- � � - Vol. : 248 147 68 136 316 194 428 1833 615 298 1896 276 aturation IT ----- ------F ow --Module---------- � � --------------- -------------- : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1 .24 0 . 76 2 . 00 2 . 00 1 . 00 1 . 00 2 .62 0 . 38 Final Sat . : 1700 1800 1800 1700 2231 1369 3200 3600 1800 1700 4714 686I� ------------ ------ --------- ----------- --------------- Capacity Analysis Module: Vol/Sat: 0 . 15 0 . 08 0 . 04 0 . 08 0 . 14 0 . 14 0 . 13 0 . 51 0 . 34 0 .18 0 .40 0 .40 Crit Moves : **** xx+x #}+# t}+} Green/Cycle: 0 . 12 0 .25 0 .25 0 . 09 0 .23 0 . 23 0 . 14 0 .41 0 .41 0 .14 0 .42 0 .42 Volume/Cap: 1 . 23 0 .33 0 .15 0 . 86 0 . 63 0 . 63 0 . 96 1 . 23 0 . 83 1 .23 0 . 96 0 . 96 ------------ I --------------- -------- - ------ --------------- Level Of Service Module : Delay/Veh: 197 .4 28 .6 27 .2 64 . 9 34 . 0 34 . 0 63 . 1 149 25 . 0 191.1 29 .7 29 . 7 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 - AdjDel/Veh: 197 .4 28 . 6 27 .2 64 . 9 34 . 0 34 . 0 63 . 1 149 25 . 0 191 . 1 29 . 7 29 . 7 Queue: 20 4 2 6 10 6 18 142 20 24 68 12 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' 1 MITIG8 Fri Jul 3 , 1998 16 : 14 : 14 Page-------------------- --------- --------- -- ------------ -- ----- ---- - - - - - Patton Station Year 2015 With Project AM Peak Hour Level Of Service Computation Report I1994 HCM Unsignalized Method (Future Volume Alternative) }+}#x#+x##xxx##+xxx##x xxx#xx#xx*++xx}xx*+#++#}#++*x#}++x++##*+*+#x+#r+*+##*r##++ Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) ' Average Delay (sec/veh) : 2 . 7 Worst Case Level Of Service : C Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T R L ------------ I --------------- II --------------- II - I Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ I --------------- II --------------- volume Module : II --------------- II ------------- -- I Base Vol : 0 590 142 347 649 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 590 142 347 649 0 0 0 0 0 0 0 Added Vol : 0 3 0 3 3 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Fut : 0 593 142 350 652 0 0 0 0 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 0 624 149 368 686 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 624 149 368 686 0 0 0 0 0 0 0 Adjusted volume Module: Grade : 0%; 0%- 096 09c A Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxx= xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxx= xxxx xxxx xxxx PCE Adj : 1 .10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1. 10 Cycl/Car PCE: xXYx xxxx xxxx xxxx xxxx X=xx xxxx XX=X Trck/Cmb PCE: x=xx x=xx xxxx xxxx xxxx x=xx xxxx xxxx // Adj Vol . : 0 624 149 405 686 0 0 0 0 0 0 0 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ ----------- II ---- -- I1 - -- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 774 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 659 xxxx xxxxx .xxxx xxxx xxxxx xxx= xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx x=Xx xxXx= Move Cap. : xxxx xxxx xxxxx 659 xxxx xxxxx xxxx xxxx xxxxx xxxx x==X XXXXX Level Of Service Module: - II - II --------------- I -- ______________ Stopped Del :xxxxx xxxx xxxxx 12 . 3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xXXYY ILOS by Move: + + * C } # * x x x + x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxx= xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxx= xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx JShared' LOS : * * x + x x x x + x # x ApproachDel : 0 . 0 4 . 6 0 . 0 0 . 0 I Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 16 : 28 Page 1-_ - ----- ------------- ----------- - - ------ - - - - - - - - - - - - - Patton Station ' Year 2015 With Project PM Peak Hour -----------------------------,--------------------------------------- - ------- - - - Level Of Service Computation Report 1994 HCM Unsignaliied Method (Future Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 18 . 3 Worst Case Level Of Service : ++++xx+++++xxxxxxxx+++xxxxxxx++xx+xxx+++xxxxx+x++x+++xx++++++x++x+++++x++x+++xx+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --- � � ------ --- --- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0- - - - - 0 0 0 0 0 0 ------ --- -- ------- � � - -- -- ------- � � --------------- � � --------------- Volume Module: Base Vol : 0 416 120 659 733 0 0 0 0 0 0 O ' Growth Adj : 1 . 00 1.00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 416 120 659 733 0 0 0 0 0 0 0 Added Vol : 0 5 0 4 4 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 421 120 663 737 0 0 0 0 0 0 0 0 ' User Adj : 1 . 00 1 .00 1 . 00 ; 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Ad! : 0 . 95 0 .95 0 . 95 10 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 .95 PHF Volume: 0 443 126 698 776 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 0 443 126 698 776 0 0 0 0 0 0 0 Adjusted Volume Module: Grade: 096 0P6 0$ 0* $ Cycle/Cars : Xxxx xxxx xxxx xxxx X.2= XXxX XXXX xxxx 16 Truck/Comb: xxxx xxxx XxXx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1. 10 1 . 10 1.10 1 . 10 Cycl/Car PCE: xxxx xxxx XXXX xxxx xxxx X2= xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx Xxxx xxxx xxxx xxxx Adj Vol . : 0 443 126 768 776 0 0 0 0 0 0 0 Critical Gap Module: MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx �aocx Xxxxx Critical Gp:XXXXX XXXX XXXXX 15 .5 XXXX xxxxx xxxxx xxxx XXXXX xxxxx XXXX xxxxx ------------ ----------- - II --- ----- ---------- ------------ Capacity Module: Cnflict Vol : xxxx xxxx xxxxx 569 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx XXXX xxxxx 848 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx XXXXX Adj Cap: xxxx XXXX XXXXX 1 . 00 xxxx Xxxxx XXXX xxxx Xxxxx XXXX XXXX X)C= Move Cap. : XXXX XXXx xxxxx 848 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ' ------------ I --------------- --------------- Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 22 . 9 xxxx xxxxx xxxxx xxxx XXXXX xxxxx xxxx xxxxx LOS by Move: * * x D x x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx Xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : * + + + + + x x ApproachDel : 0 . 0 11 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach j iMITIGB---------- -----------Fri Jul 3 1998 16 : 14 : 28 page , _ _ ------ ---------- ---------- ----- - ---------- - -- - - - - - - - Patton Station Year 2015 With Project AM Peak Hour --------------------------------------------------------------- ----- -- -- - ---- - -- Level of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection 45 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) 1 Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 732 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26 . 1 Optimal Cycle: 120 Level Of Service : D ' #x*+++x#x++x*+#x++xx*++xx#x+}xxx+#x+xxxxx+xx++#xxx+++##}x+#x++xx+*#+**#}r Approach: North Bound South Bound East Bound West Bound Movement+#++xx} : L T - R L - T - R L - T - R L - T - R ------------ I --------------- -------------- ' Control : Prot+Permit Permitted Protected Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- volume Module : Base Vol : 498 36 260 25 0 25 17 1115 0 0 1501 20 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 : 00 1 . 00 1. 00 1 . 00 1 . 00 Initial Bse: 498 36 260 25 0 25 17 1115 0 0 1501 20 Added Vol: 0 0 3 0 0 0 0 103 0 0 85 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 498 36 263 25 0 25 17 1218 0 0 1586 20 User Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 PHF Volume : 524 38 277 26 0 26 18 1282 0 0 1669 21 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 524 38 277 26 0 26 18 1282 0 0 1669 21 PCE Adj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 Final Vol . : 1 524 38 277 26 0 26 18 1282 0 0 1669 21 t Saturation Flow Module------ II --------------- II --------------- I � --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : xxxx 1 . 00 1. 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1. 00 Lanes : 2 . 00 0 . 12 0 . 88 1. 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1.98 0 . 02 Final Sat . : xxxx 217 1583 1700 0 1800 1700 3600 0 0 3555 45I ------------ ----- -------------- ------ Capacity Analysis Module : Vol/Sat : 0 . 00 0 . 18 0 . 17 0 . 02 0 . 00 0 . 01 0 . 01 0 .36 0 . 00 0 . 00 0 .47 0 .47 Crit Moves : **** *+*x *,*x 0 .47 Green/Cycle : 0 .35 0 . 35 0 .35 0 . 18 0 . 00 0 .18 0 . 08 0 . 55 0 . 00 0 . 00 0 .47 0 .47 Volume/Cap: 0 . 00 ---- 0 . 50 0 . 08 0 . 00 0 . 08 0 . 13 0 . 64 0 . 00 0 . 00 1 . 00 1 . 00 ------------ vice Mo--------- � � --------------- � � --------------- � � --------------- � Level Of Service Module: Delay/veh: 40 . 6 22 . 7 22 . 7 32 . 9 0 . 0 32 . 8 43 .2 10 . 0 0 . 0 0 . 0 34 . 1 34 . 1 User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 40 . 6 22 . 7 22 . 7 32 . 9 0 . 0 32 . 8 43 . 2 10 . 0 0 . 0 0 . 0 34 . 1 34 . 1 Q*e+e*}xx}xx+xx,2r+x+x+,lrxx+x+,71rx+}+0xx*x*+xxx}x++x*,3r0+xxxx0xx*xxx*}66:xx*}*x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach i 1 MITIG8 - Fri Jul 3 , 1998 16 : 16 : 32 Page i- 1 ------- ------------------- --- ---- -- - - - - - - - - - - - - - - - Patton Station ' Year 2015 With Project PM Peak Hour ---------------------------------------------------------- -- ---------- - ---- - - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) #++xxx+#x+++xxxxx+++++++tx++#xx+x++x+++x+x++++x++xx+x+x+x+x+rx+xx+xxxxx++xx+xx+ Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 819 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 52 .4 Optimal Cycle: 120 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T _ -R L - T - R L - T - R ------------ I --------------- II ---------- ___ __ Control : Prot+Permit Permitted II Protected II Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 --------- --- I --------------- II --------------- II --------------- II --------------- Volume Module: Base Vol : 513 23 240 21 0 24 31 1750 0 0 1745 24 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 513 23 240 21 0 24 31 1750 0 0 1745 24 Added Vol : 0 0 5 0 0 0 0 149 0 0 139 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 513 23 245 21 0 24 31 1899 0 0 1884 24 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 .95 0 . 95 PHF Volume: 540 24 258 22 0 25 33 1999 0 0 1983 25 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 540 24 258 22 0 25 33 1999 0 0 1983 25 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 540 24 . 258 22 0 25 33 1999 0 0 1983 25 ' Saturation Flow Module: ----- II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 Lanes : 2 . 00 0 . 09 0 . 91 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1 . 98 0 . 02 Final-Sat . : xxxx 153 1647 1700 0 1800 1700 3600 0 0 3555 45I� ----- ------ ----------- Capacity Analysis Module: -- II --------- Vol/Sat : 0 . 00 0 .16 0 . 16 0 . 01 0 . 00 0 . 01 0 . 02 0 .56 000 000 0 .56 0 .56 Crit Moves : **** x+++ xx+* . . x*** Green/Cycle: 0 . 33 0 .33 0 .33 0 . 18 0 . 00 0 . 18 0 . 08 0 .57 0 . 00 0 . 00 0 .49 0 .49 ' Volume/Cap: 0 . 00 0 .47 0 .47 0 . 07 0 . 00 0 . 08 0 .23 0 . 97 0 . 00 0 . 00 1 .15 1 . 15 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 41 . 5 23 . 6 23 . 6 32 . 8 0 . 0 32 . 8 43 . 7 21 . 2 0 . 0 0 . 0 91.1 91 .1 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 41 . 5 23 . 6 23 .6 32 . 8 0 . 0 32 . 8 43 . 7 21 .2 0 . 0 0 . 0 91 . 1 91 . 1 Queue: 34 1 7 1. 0 1 1 72 0 0 123 3 ++x+x++x++x+++t+*****+++++++++x++x++x+rx++x+x++x++++x++x+t+t++++x+++++++++++++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach t MITIG8 Fri Jul 3 , 1998 16 : 14 :43 Page 1 ------------------------ ------------------------ ------ -- -- --- -- - - - - - - - - - - - - - - - - Patton Station ' Year 2015 With Project AM Peak Hour ----------------------------------------------------- ---------- --- - -- - - - -- - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *x**#x*tx*#x*X+**+**XX#*4*****t*****++#***+*+**#+**###*#x***#t*#x*+x***x#t#*###* Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 843 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29 . 9 Optimal Cycle : 120 Level Of Service: D +x*##x*rx**++#***+x**#***##***+*+tx*#x*++x+x*+#*++*+*#***++x*+*#*#+x#*+tx+*#+x** Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T - R L - T - R L - T - R ------------ I --------------- II -------------- - Control: Prot+Permit Prot+Permit II Protected II Protected ' Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1- - - - 0- I 1 0 2 0 1 ------------ I --------------- II - -- -- -- ---- II - Volume Module: I ---'--'-------- I Base Vol : 170 152 97 64 473 124 38 796 93 100 1057 77 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 170 152 97 64 473 124 38 796 93 100 1057 77 Added Vol : 0 0 48 17 0 0 0 106 0 39 85 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 170 152 145 81 473 124 38 902 93 139 1142 91 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 179 160 153 85 498 131 40 949 98 146 1202 96 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 179 160 153 85 498 131 40 949 98 146 1202 96 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 179 160 153 85 498 131 40 949 98 146 1202 96 Saturation Flow Module------ II II ------------ II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 xxxx 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 81 0 . 19 1. 00 2 . 00 1 . 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3263 337 1700 3600 1800 ------------ --------------- Capacity Analysis Module: --------------- --------------- Vol/Sat : 0 . 00 0 . 09 0 . 09 0 . 00 0 .28 0 . 07 0 . 02 0 .29 0 .29 0 . 09 0 .33 0 . 05 Crit Moves : **** Green/Cycle: 0 .42 0 .30 0 .30 0 .46 0 . 32 0 . 32 0 . 08 0 .36 0 . 36 0 . 11 0 . 38 0 .38 Volume/Cap: 0 . 00 0 . 30 0 .28 0 . 00 0 . 88 0 .23 0 . 28 0 . 81 0 . 81 0 . 81 0 . 88 0 . 14 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module : Delay/Veh: 38 . 9 24 .3 24 .2 34 . 6 36 . 7 22 .4 44 . 0 26 . 9 26 . 9 56 . 7 27 . 7 16 .9 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 38 . 9 24 .3 24 .2 34 . 6 36 . 7 22 .4 44 . 0 26 . 9 26 . 9 56 . 7 27 . 7 16 . 9 Queue: 7 4 4 3 18 3 1 30 4 6 40 2 *#X*#**#***x**xX*x**X**************X*****X*x*#X*X**XX*+*XXXX*X*xXXx+*X+*x+++++*+ i Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 16 : 35 Page ---------------------------------------- ------------- - - - ----- - - - - - - - - - - - - - - - - - - - Patton Station Year 2015 With Project PM Peak Hour ---------------------------------------------------------------- --- ---- - - --- - --- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++##xxxx+++++##+xxxxxxxx+#xxxxx+++xxx+xxx#+xx+++#+xxxxx+xxxxx+++xx++#+x++rr++xr Intersection #6 Victoria Ave . (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap . (X) : 0 . 982 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30 . 9 Optimal Cycle: 120 Level Of Service : D xxxxxxxx+####xxx###xxxxx###xxxxx++xxxxx#xxxx+xxx####xxxxx+xxx+xxx++xx+##x++xx+x� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- fit Control : Prot+Permit Prot+Permit Protected Protected Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- 11 --------------- --------------- --------------- �' Volume Module: Base Vol : 70 312 109 85 246 48 111 1502 153 106 1209 103 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 70 312 109 85 246 48 111 1502 153 106 1209 103 ' Added Vol : - 0 0 70 25 0 0 0 154 0 63 139 22 PasserByVol : 01 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 70 312 179 110 246 48 Ill 1656 153 169 1348 125 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 ' PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 PHF Volume: 74 328 188 116 259 51 117 1743 161 178 1419 132 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 O ' Reduced Vol: 74 328 188 116 259 51 117 1743 161 178 1419 132 PCE Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 Final Vol. : 74 328 188 116 259 51 117 1743 161 178 1419 132 ------------ Saturation Flow Module : Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : xxxx 1. 00 1. 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0. 94 1 . 00 1. 00 ' Lanes : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 83 0 .17 1. 00 2 . 00 1 .00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3296 304 1700 3600 1800 ------------ I --------------- --------------- --------------- II --------------- �� Capacity Analysis Module : Vol/Sat : 0 . 00 0 .18 0 . 10 0 . 00 0 . 14 0 . 03 0 . 07 0 . 53 0 .53 0 . 10 0 .39 0 . 07 Crit Moves : **** **xx xxxx x##+ Green/Cycle: 0 .29 0 . 18 0 . 18 0 .29 0 . 18 0 . 18 0 . 08 0 . 53 0 . 53 0 .10 0 .55 0 . 55 , Volume/Cap: 0 . 00 0 . 99 0 .57 0 . 00 0 . 78 0 . 15 0 . 83 1 . 00 1 . 00 1 . 00 0 . 72 0 . 13 ------------ I --------------- --------------- --------------- --------------- i Level Of Service Module: Delay/Veh: 42 . 0 71. 0 37 .4 43 . 1 44 . 0 33 .3 62 . 7 29 . 3 29 .3 90 .2 11 . 1 6 . 8 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 AdjDel/Veh: 42 . 0 71 . 0 37 .4 43 . 1 44 . 0 33 . 3 62 . 7 29 .3 29 .3 90 .2 11. 1 6 . 8 Queue: 3 15 6 5 9 1 5 69 9 9 36 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' ' MITIG8 Fri Jul 3 1998 16 : 14 : 54 Page --- ------------------ --------------- !- ---- ---- --- - - - --- ----- - - - - - - - - - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------------- - -- ------- -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #50 Victoria Ave. (NS) / Pacific St . (EW) ' Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 607 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 6 Optimal Cycle : 60 Level Of Service: g tApproach: North Bound South Bound East Bound West Bound Movement : L T R L T - R L - T - R L - T - R ------------ I --------------- II --------------- II ------------ -- Control : Protected Protected Permitted I Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 --------------- II --------------- II --------------- II --------------- I Volume Module: Base Vol : 115 368 46 108 277 58 40 270 201 43 143 79 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 115 368 46 108 277 58 40 270 201 43 143 79 Added Vol : 0 34 0 0 28 8 10 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 115 402 46 108 305 66 50 270 201 43 143 79 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 PHF Volume: 121 423 48 114 321 69 53 284 212 45 151 83 1 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 121 423 48 114 321 69 53 284 212 45 151 83 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : 121 423 48 114 321 69 53 284 212 45 151 83 --------- Saturation--Flow ---Module----: ----- II --------------- II --------------- II --------------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1. 00 Lanes : 1 . 00 0 . 90 0 .10 1 . 00 0 . 82 0 . 18 0 . 16 0 . 84 1 . 00 0 . 16 0 .54 0 .30 Final Sat. : 1700 1617 183 1700 1482 318 283 1517 1800 290 974 5351 ------------ I --------------- --------------- --------------- Capacity Analysis Module: I Vol/Sat : 0 . 07 0 .26 0 .26 0 . 07 0 .22 0 .22 0 . 19 0 . 19 0 .12 0 . 15 0 .15 0 . 16 Crit Moves : ++}* x}+# {{{{ Green/Cycle: 0 .20 0 .40 0 .40 0 . 17 0 . 36 0 . 36 0 . 29 0 .29 0 .29 0 .29 0 .29 0 .29 Volume/Cap: 0 .35 0 . 66 0 . 66 0 .40 0 . 60 0 . 60 0 . 66 0 . 66 0 .41 0 .54 0 .54 0 . 54 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: 'Delay/Veh: 16 . 7 11 . 2 11 . 2 18 . 6 11 . 8 11 . 8 15 . 9 15 . 9 13 .4 14 .5 14 . 5 14 . 5 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 16 . 7 11 .2 11 .2 18 . 6 11 . 8 11 . 8 15 . 9 15 . 9 13 .4 14 .5 14 .5 14 . 5 Queue: 2 6 1 2 5 1 1 5 3 1 2 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Fri Jul 3 , 1998 16 : 16 : 39 Page __ , ' --------------------------------- ---- --- - -------------- -- -- - - - - - - - - - - - - - - - - - - - - - • Patton Station Year 2015 With Project ' PM Peak Hour ---------------------------------------------------------- --- - --- - -- - - - -- - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #50 Victoria Ave . (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 724 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 14 . 8 Optimal Cycle: 60 Level Of Service : B Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- I1 --------------- I1 ------ -------- Control : Protected Protected Permitted Permitted , Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1 ! 0 0 ' ------------ I --------------- --------------- --------------- --------------- Volume Module : Base Vol : 122 315 57 112 465 71 42 157 148 31 253 46 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 122 315 57 112 465 71 42 157 148 31 253 46 , Added Vol : 0 50 0 0 45 13 15 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 122 . 365 57 112 510 84 57 157 148 31 253 46 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 128 384 60 118 537 88 60 165 156 33 266 48 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 128 384 60 118 537 88 60 165 156 33 266 48 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 128 384 60 118 537 88 60 165 156 33 266 48 ' Saturation Flow Module: ----- 11 --------------- 11 --------------- ------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 ' Lanes : 1 . 00 0 . 86 0 . 14 1 . 00 0 . 86 0 . 14 0 . 27 0 . 73 1 . 00 0 . 09 0 . 77 0 . 14 Final Sat . : 1700 1557 243 1700 1547 253 480 1320 1800 171 1380 249 ------------ I --------------- --------------- --------------- --------------- �' Capacity Analysis Module: Vol/Sat : 0 . 08 0 .25 0 .25 0 . 07 0 . 35 0 . 35 0 . 12 0 . 13 0 . 09 0 . 19 0 .19 0 .19 Crit Moves : **** x+*x x*+x Green/Cycle : 0 . 17 0 .39 0 .39 0 . 21 0 .43 0 . 43 0 .25 0 . 25 0 .25 0 .25 0 .25 0 .25 ' Volume/Cap: 0 .45 0 . 64 0 . 64 0 .32 0 . 80 0 . 80 0 . 50 0 . 50 0 .35 0 . 77 0 . 77 0 . 77 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 19 . 0 11 .4 11 .4 16 . 0 12 . 8 12 . 8 15 . 6 15 . 6 14 .5 20 .5 20 .5 20 . 5 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 AdjDel/Veh: 19 . 0 11 .4 11 .4 16 . 0 12 . 8 12 . 8 15 . 6 15 . 6 14 . 5 20 .5 20 . 5 20 .5 Queue: 2 6 1 2 9 2 1 2 2 1 5 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' ' MITIG8 Fri Jul 3- 1998 16 : 15 : 06 Page -------------- ---------------------- ----- --------- - - - --- -- ---- -- - - - - - - -- - - - Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------- ---- ---- --- - - - - - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x#++*x#+**++##x*****#+x+##*#+xx+##++*x##+++x+#x#+++#++*+++x*+++rx#x+x++xxxxr++++ Intersection 454 Victoria Ave . (NS) / Baseline St . (EW) ' +++x*+#*#xxx#*+x+++**+x**+x#**++*#*++xx+#+xx+##*#++**++#+++x+++++++++++tx++tx+tr Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 600 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 9 Optimal Cycle: 69 Level Of Service: C ' x*++x*#+xxx##+x*#+xx*+*x#++xr+*#xx*x#+*+**+**++*++xx###+*+x#**#+*#+x*+x+++xx Approach: North Bound South Bound East Bound West Bound Movement+x++ : L - T R L - T R L - T - R L - T - R ------------ I --------------- II ------------- Control : Protected Protected II - II --------- Protected Protected Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 --------- I --------------- II --------------- II --------------- II --------------- I Volume Module : Base Vol : 67 285 37 190 437 128 91 396 41 94 555 169 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 67 285 37 190 437 128 91 396 41 94 555 169 Added Vol : 0 17 0 0 14 14 17 0 0 0 0 0 PasserByVol : 0 . 0 0 0 0 0 0 0 0 0 0 0 ' Initial Fut : 67 302 37 190 451 142 108 396 41 94 555 169 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 71 318 39 200 475 149 114 417 43 99 584 178 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 71 318 39 200 475 149 114 417 43 99 584 178 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : I 71 318 39 200 475 149 114 417 43 99 584 178 Saturation Flow Module: ----- II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 78 0 . 22 1 . 00 1 .52 0 .48 1 . 00 1 . 81 0 . 19 1 . 00 1 .53 0 . 47 Final Sat . : 1700 3207 393 1700 2740 860 1700 3263 337 1700 2759 8411 ------------ I --------------- ---------- II --- Capacity Analysis Module: Vol/Sat : 0 . 04 0 . 10 0 .10 0 . 12 0 . 17 0 . 17 0 . 07 0 .13 0 . 13 0 . 06 0 .21 0 .21 Crit Moves : **++ +x+# +##* +### Green/Cycle : 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 Volume/Cap: 0 . 29 0 .36 0 . 36 0 . 81 0 . 63 0 . 63 0 .46 0 .49 0 .49 0 .40 0 . 81 0 . 81 ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 21 . 8 15 .4 15 .4 33 .3 17 .4 17 .4 23 . 1 16 . 9 16 .9 22 . 5 21 .4 21 .4 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 AdjDel/Veh: 21 . 8 15 .4 15 .4 33 . 3 17 .4 17 .4 23 . 1 16 .9 16 . 9 22 .5 21 .4 21 .4 Queue: 1 5 1 5 8 3 2 7 1 2 12 4 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 16 :43 page 1 - - -- -------- - -------- - - - - - - - - - - - - - - - - - - - Patton Station Year 2015 With Project ' PM Peak Hour ---------------------------------------------------------------------- - - - - ------ Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xx+++x+++++xxx++++ttxtxt++xt xxx+xxxx+++++txx+++xxx++++x+++++++tx+xx++++++x++++x Intersection #54 Victoria Ave . (NS) / Baseline St . (EW) ++xxx+t+x++t++xx++rx+xx+++xt+xxx++rt xt xx++t xt rxxxxxx++t++++ttt+xt++++x+tt++xtxr� Cycle (sec) : 69 Critical Vol . /Cap. (X) : 0 . 697 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 20 . 1 Optimal Cycle : 69 Level Of Service: C x+xxxx++txx+++++ttxt++tttttxt++txx++xt xxx+t x+xxxx++xxtxtx+t++xx+xxt+++txt+xxtt++, Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------------ ------------ ------------ - - - ----- � Control : Protected II Protected I Protected II Protected , Rights : Include Include Include Include Min. Green: 10 19 19 10 19 19 10 18 18 10 18 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � ! Volume Module : Base Vol : 128 488 179 147 266 117 155 603 92 52 466 120 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 initial Bse: 128 488 179 147 266 117 155 603 92 52 466 120 ' Added Vol : 0 25 0 0 22 22 25 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 128 513 179 147 288 139 180 603 92 52 466 120 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0.95 0 . 95 0 .95 PHF Volume : 135 540 188 155 303 146 189 635 97 55 491 126 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 135 540 188 155 303 146 189 635 97 55 491 126 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : 1 135 540 188 155 303 146 189 635 97 55 491 126 ' Saturation Flow Module: --- II II --------- II --------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 .94 1 . 00 1. 00 0 .94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1. 00 Lanes : 1 . 00 1 .48 0 .52 1 . 00 1 . 35 0 .65 1 . 00 1 .73 0 . 27 1. 00 1.59 0 .41 Final Sat . : 1700 2670 930 1700 2429 1171 1700 3123 477 1700 2865 735 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : .0 . 08 0 .20 0 .20 0 . 09 0 . 12 0 . 12 0 . 11 0 .20 0 .20 0 . 03 0 .17 0 . 17 Crit Moves : *+tt Green/Cycle : 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 . 28 0 . 14 0 .26 0 . 26 0 . 14 0 .26 0 .26 ' Volume/Cap: 0 .55 0 . 73 0 . 73 0 . 63 0 .45 0 .45 0 . 77 0 .78 0 . 78 0 .22 0 . 66 0 . 66 ------------ I --------------- --------------- - -------------- --------------- � Level Of Service Module: Delay/Veh: 24 . 1 18 .8 18 . 8 25 . 6 16 . 0 16 . 0 30 . 5 20 .5 20 .5 21.6 18 .4 18 .4 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 24 . 1 18 . 8 18 . 8 25 . 6 16 . 0 16 . 0 30 . 5 20 . 5 20 . 5 21.6 18 .4 18 .4 Queue : 3 10 4 3 5 2 4 12 3 1 9 3 ****************t++ttt+tt xxt xtt xtt++ttt+xt*++t+tt++tt++txtt+ttt+ttt+t+txtt+x+t+t ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' ' MITIG8 Fri Jul 3 , 1998 16 : 15 : 18 Page -------------------- ----------- - ------ ---- ---- - - ------ - --- - - - - - - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour ' Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) ' + z#x++++x*}+*}}#x*++x*++z*}+zxx++x**+*rx}+x*+}x++#**x+z#*rz*+*r+#**+** Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 709 Loss*}x}z Time* }#++(sec) : 9 (Y+R 4 sec) Average Delay (sec/veh) : 39 . 1 Optimal Cycle: 60 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L ------------ --------------- � � -------------- __ ' Control : Permitted Permitted Protected Protected Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I --------------- -------------- 11 --------------- Volume Module: 11 --------------- Base Vol : 0 0 0 48 0 69 317 767 0 0 933 175 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 0 0 48 0 69 317 767 _ 0 0 933 175 Added Vol: 138 3 66 0 3 0 0 0 172 82 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 138 3 66 48 3 69 317 767 172 82 933 175 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 . 95 PHF Volume: 145 3 69 51 3 73 334 807 181 86 982 184 1Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 145 3 69 51 3 73 334 807 181 86 982 184 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Final Vol . : 1 145 3 69 51 3 73 334 807 181 86 982 184 Saturation Flow Module------ --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1. 00 1. 00 Lanes : 0 . 98 0 . 02 1. 00 0 . 94 0 . 06 1 . 00 1 . 00 2 . 00 1. 00 1 . 00 1.68 0 . 32 Final Sat . : 1764 36 1800 1700 100 1800 1700 3600 1800 1700 3032 * 568 ------------ I --------------- ------------ Capacity Analysis Module: Vol/Sat : 0 . 08 0 . 08 0 . 04 0 . 03 0 . 03 0 . 04 0 . 20 0 .22 0 . 10 0 . 05 0 .32 0 . 32 Crit Moves : ++x* *}** x*+* Green/Cycle: 0 . 37 0 .37 0 . 37 0 . 37 0 . 37 0 . 37 0 . 18 0 .29 0 .29 0 . 19 0 .30 0 .30 Volume/Cap: 0 .22 0 .22 0 . 10 0 . 08 0 . 08 0 . 11 1 . 08 0 . 77 0 . 35 0 . 26 1 . 08 1 . 08 ------------ I --------------- --------------- Level Of service Module: 1 Delay/Veh: 9 .3 9 .3 8 . 8 8 . 8 8 . 8 8 . 8 78 . 9 16 . 7 12 . 8 16 . 6 57 . 8 57 . 8 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 9 .3 9 . 3 8 . 8 8 . 8 8 . 8 8 . 8 78 . 9 16 . 7 12 . 8 16 . 6 57 . 8 57 .8 Queue : 2 0 1 1 0 1 13 13 2 1 32 8 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 MITIG8 Fri Jul 3 , 1998 16 : 16 : 47 Page : - 1 ' -------- ------------------------------- ------------- - -- - - - ----- - --- - - - - - - - - - - - - - Patton Station Year 2015 With Project PM Peak Hour -------------------------------------------------------------- --- --- - - - - --- - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x++#xx#x+++x##xxx#xxxxx+#xx+x#x+#x++xxx#xx+#xxxxxx+++#xx+++++++xx+++#####+++#x+ Intersection #7 Patton State Hospital (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 638 Loss Time (sec) : 9 (Y+R 4 sec) Average Delay (sec/veh) : 15 . 0 Optimal Cycle: 120 Level Of Service: C #xx+xxx+xx+++#xxxxx+#xx++#xxx+xxx#xx+x+#xx+xx+xxxxx++++xxxxxx+#xx+#xxxxxxx++xx+� Approach: North Bound South Bound East Bound West Bound Movement : L - T -_- R L - T _- R L - T - R L - T - R ------------ I ------- � � ---------- - --------------- -------- ------ - � Control : Permitted Permitted Protected Protected , Rights : Include Include Include Include Min. Green: 22 22 22 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 1 1 O ' ------------ -------------- ------------- ------------- ------------- - � Volume Module: Base Vol : 0 0 0 153 0 274 68 1217 0 0 1157 18 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 0 0 153 0 274 68 1217 0 0 1157 18 ' Added Vol : 225 4 108 0 5 0 0 0 249 120 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 225 4 108 153 5 274 68 1217 249 120 1157 18 ' User Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 237 4 114 161 5 288 72 1281 262 126 1218 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 237 4 114 161 5 288 72 1281 262 126 1218 19 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 1 . 00 MLF Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 237 4 114 161 5 288 72 1281 262 126 1218 19I' Saturation Flow Module: ----- � � --------------- � � --------------- � � --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 98 0 . 02 1 . 00 0 . 97 0 . 03 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 1 .97 0 . 03 Final Sat . : 1770 30 1800 1746 54 1800 1700 3600 1800 1700 3545 55 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: ' Vol/Sat : 0 . 13 0 . 13 0 . 06 0 . 09 0 . 09 0 . 16 0 . 04 0 .36 0 .15 0 . 07 0 .34 0 .34 Crit Moves : xxxx x+## xxx+ Green/Cycle: 0 . 25 0 .25 0 .25 0 .25 0 .25 0 .25 0 . 08 0 . 56 0 .56 0 .12 0 .59 0 .59 Volume/Cap: 0 . 53 0 .53 0 .25 0 .37 0 .37 0 . 64 0 . 51 0 . 64 0 .26 0 . 64 0 .58 0 .581 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 30 . 9 30 . 9 28 . 0 29 . 0 29 . 0 32 . 7 46 . 5 9 . 6 7 . 0 45 . 8 7 .2 7 .2 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 30 . 9 30 . 9 28 . 0 29 . 0 29 . 0 32 . 7 46 .5 9 . 6 7 . 0 45 . 8 7 . 2 7 .2 Queue: 7 0 3 4 0 9 2 30 5 4 26 1 xx+xxxxxxxxxxx+x+xxxxx+xxxx+xxx+xxe#x+xxxxxxxtx#xxxxxx+x+xxx+x+xx++xxxx+xx++xx+x' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Fri Jul 3 , 1998 16 : 15 : 23 page , - , ------------ ------------------------- ------ --- - -- - - ------ -- - ----- -- - - - - - - - - - - - - - Patton Station ' Year 2015 With Project AM Peak Hour --------------------------------------------------------- ----- - ----- - - - - - - - - - - -- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ++x++x+x#xx++*++++++**x+t+++xx+++++*x+++#x+x+xx++x+++x+x+++++x++++x+tx++++tx+x++ Intersection #8 Central Ave . (NS) / Highland Ave . (EW) ++++x+++++x x++++xt+x+xx++++x++x++xx++x+x+x+++++x++#+++x+++++++++++++++++++++++x+ Average Delay (sec/veh) : 473 . 7 Worst Case Level Of Service : F x+x+x++x++xx++x+++++++++++xx+#x+++++xx**+++x+xxx+x+xx++xxxxxx++x+xx+x+++x++++x+r Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ------------- _ _ I Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1! 0 0 0 0 0 0 0 0 0 1 1 0 0 ------- --------------- --------------- --------------- --------------- Volume Module: I Base Vol : 144 0 58 0 0 0 0 848 50 9 1164 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 144 0 58 0 0 0 0 848 50 9 1164 0 Added Vol : 0 0 3 0 0 0 0 66 0 3 82 0 _ PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 144 0 61 0 0 0 0 914 50 12 1246 0 User Adj : 1 .00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 152 0 64 0 0 0 0 962 53 13 1312 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 152 0 64 0 0 0 0 962 53 13 1312 0 Adjusted volume Module: Grade : 0%. 0%; 0%. 0%- * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1. 00 1 . 00 Cycl/Car PCE: xxxx xxxx xxxx xxxx X.)= xxxx xa= xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx XKXX xxatx Adj Vol . : 167 0 71 0 0 0 0 962 53 14 1312 0 Critical Gap Module: MoveUp Time: 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 7 . 0 xxxx 5 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx ------------ ----------- 11 ------------- Capacity Module : -------- Cnflict Vol : 2313 xxxx 507 xxxx xxxx xxxxx xxxx xxxx xxxxx 1015 xxxx xxxxx Potent Cap. : 35 xxxx 766 xxxx xxxx xxxxx xxxx xxxx xxxxx 489 xxxx xxxxx Adj Cap: 0 . 88 xxxx 1. 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 31 xxxx 766 xxxx xxxx xxxxx xxxx xxxx xxxxx 489 xxxx xxxxx ---------- I --------------- II --------------- Level Of Service Module: Stopped Del : 7320 xxxx 5 .1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7 . 6 xxxx xxxxx 'LOS by Move : * * + + + + x * * B Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 43 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx 7397 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx aShared LOS : * F * + + + * + * * + ApproachDel : 5143 .4 0 . 0 0 . 0 0 .1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 16 : 51 Paae - - ' ------------------------------ - ------------------- --------- - - - - - - - -- - - -J - - - - - - - Patton Station , Year 2015 With Project PM Peak Hour ------------------------------------------------------- - ----- - ------ - --- - - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #8 Central Ave. (NS) / Highland Ave . (EW) Average Delay (sec/veh) : 893 . 4 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- ---- --- ------- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 - ----------- --------------- � � -------------- ------------- - � � -- ---- --------- volume Module: Base Vol : 76 0 23 0 0 0 0 1450 83 15 1194 0 Growth Adj : 1 . 00 1 . 00 1 . 0.0 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Initial Bse: 76 0 23 0 0 0 0 1450 83 15 1194 0 Added Vol : 0 0 4 0 0 0 0 108 0 5 120 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 76 0 27 0 0 0 0 1558 83 20 1314 0 ' User Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 .1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 80 0 28 0 0 0 0 1640 87 21 1383 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 80 0 28 0 0 0 0 1640 87 21 1383 0 Adjusted Volume Module: Grade: 09; 096 096 09; ' 9; Cycle/Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXXX 9: Truck/Comb: xxxx xxxx xxxx xXxx xxxx xxxx xxxx XxXX PCE Adj : 1 . 10 1 . 10 1. 10 1 .10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 , Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx Xxxx xxxx xxxx Trck/Cmb PCE : xXxx - X XXXX xxxx X= xxxx xxxx xxxx Adj Vol . : 88 0 31 0 0 0 0 1640 87 23 1383 0 Critical Gap Module : MoveUp Time : 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 .1 xxxx xxxxx ' Critical Gp: 7 . 0 xxxx 5 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 .5 xxxx xxxxx ------------ ------------- � � --------------- � � ------------- -- - --------- Capacity Module: - -- � Cnflict Vol : 3088 xxxx 864 xxxx xxxx xxxxx xxxx xxxx xxxxx 1727 XXXx xxxxx , Potent Cap. : 11 xxxx 505 xxxx xxxx xxxxx xxxx xxxx xxxxx 203 xxxx xxxxx Adj Cap: 0 . 39 xxxx 1 . 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 4 xxxx 505 xxxx xxxx xxxxx xxxx xxxx xxxxx 203 xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del :33016 xxxx 7 .5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 19 . 8 xxxx xxxxx ' LOS by Move: + + + * * * + + + C Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx 6 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx , Shared LOS : * F * x + * + * * x + x ApproachDel : xxxxxx 0 . 0 0 . 0 0 . 3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Fri Jul 3 , 1998 16 : 19 : 13 ?ace _ -------------- - -- -------- - ---------- ---- - - --- --- - --- -- - - - - -- - - - - - - - - - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour ------------------------------------------------------------------ - ---- - - - - - --- - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection 438 Central Ave. (NS) / Project Entrance (EW) Average Delay (sec/veh) : 0 . 8 Worst Case Level Of Service : B x++++x++x+xx+xxx+++x++xx+xxxx++xx+++xxx++x+x+xx++x++xxx++xx++x++++++++++++x+++++ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- - Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------- --- --- � Volume Module : Base Vol : 0 202 0 0 59 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 202 0 0 59 0 0 0 0 0 0 0 Added Vol : 51 0 0 0 0 3 3 0 41 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 51 202 0 0 . 59 3 3 0 41 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 .1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 PHF Volume: 54 213 0 0 62 3 3 0 43 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 54 213 0 0 62 3 3 0 43 0 0 0 Adjusted volume Module: Grade: 0'k 096 ow 0$ $ Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1. 10 1 . 00 1 . 00 1 . 10 1 . 10 1 .10 1 . 10 1 . 10 1 . 10 Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 59 213 0 0 62 3 3 0 47 0 0 0 Critical Gap Module: MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 .6 xxxxx xxxx xxxxx Critical Gp: 5 . 0 xxxx xxxxx xx xxxx xxxxx 6 . 5 xxxx 5 .5 xxxxx xxxx xxxxx ------------ xxx----------- 11 ------------- Capacity Module: Cnflict Vol : 65 xxxx xxxxx xxxx xxxx xxxxx 330 xxxx 64 xxxx xxxx xxxxx Potent Cap. : 1596 xxxx xxxxx xxxx xxxx xxxxx 682 xxxx 1285 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 96 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap. : 1596 xxxx xxxxx xxxx xxxx xxxxx 657 xxxx 1285 xxxx xxxx xxxxx --------- I --------------- II --------------- 11,evel Of Service Module: Stopped Del : 2 .3 xxxx xxxxx XYXYY xxxx xxxxx 5 . 5 xxxx 2 . 9 xxxxx xxxx xxxxx ,... by Move: A * + + x + B * A x + x Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxx= XYXYY xxxx x x xxxxx xxxx XXXXX XXX X xxxxx Shared LOS : * * + x + * x + * + x + 'ApproachDel : 0 . 5 0 . 0 3 . 1 0 . 0 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach e e MITIG8 Fri Jul 3 , 1998 16 : 19 : 41 Page 1 ------------------ ----- - -- ---- - -- - - - - - - - - - - - - - - Patton Station ' Year 20115 With Project -PM-Peak Hour -------------------- - - --- - - - - - - -- - - ---- ------ Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection 438 Central Ave . (NS) / Project Entrance (EW) Average Delay (sec/veh) : 1 . 3 I Worst Case Level Of Service : #*##xxx+#xxx+++##xxxx++xxx++xxx++xx##xxxx+x++xxx##xx++xxx++++x+++x++++++++x+++#x Approach: North Bound Sou x th Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ----- ------- -------------- ------------- � � --------------- � � - ----- - -------- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 1------ 0--1 0 0 0 01 0 1 0 1 0 0 0 1 0 0 0 0 0 - ------ - --- ------- ---- --------- � � --------------- � � --------------- Volume Module : - Base Vol : 0 99 0 0 98 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Initial Bse : 0 99 0 0 98 0 0 0 0 0 0 0 Added Vol : 75 0 0 0 0 5 4 0 67 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 75 99 0 0 98 5 4 0 67 0 0 0 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 79 104 0 0 103 5 4 0 71 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 79 104 0 0 103 5 4 0 71 0 0 0 Adjusted Volume Module: Grade : 096 0%- 096 0$ ' %- Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 . 10 1 . 10 1 . 10 1.10 1. 10 , Cycl/Car PCE: xxxx xxxx xx�cx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 87 104 0 0 103 5 5 0 78 0 0 0 Critical Gap Module : MoveUp Time: 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx 3 .4 xxxx 2 . 6 xxxxx xxxx xxxxx t Critical Gp: 5 . 0 xxxx xxxxx xxxxx xxxx xxxxx 6 . 5 xxxx 5 .5 xxxxx xxxx xxxxx ------------ I --------------- --------- 11 ---- ----------- � � --------------- � Capacity Module : Cnflict Vol : 108 xxxx xxxxx xxxx xxxx xxxxx 289 xxxx 106 xxxx xxxx xxxxx ' Potent Cap. : 1522 xxxx xxxxx xxxx xxxx xxxxx . 720 xxxx 1224 xxxx xxxx xxxxx Adj Cap: 1 . 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 94 xxxx 1 . 00 xxxx xxxx xxxxx Move Cap__ 1522 xxxx xxxxx xxxx xxxx xxxxx 679 xxxx 1224 xxxx xxxx xxxxx I --------------- 11 --------------- 11 --------------- 11 --------------- I' Level Of Service Module: Stopped Del : 2 .5 xxxx xxxxx xxxxx, xxxx xxxxx 5 .3 xxxx 3 . 1 xxxxx xxxx xxxxx ' LOS by Move : A + + * + + B x A * * + Movement : LT - LTR - RT LT � - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx x xxxx ' Shared LOS : * * * * x # # ApproachDel : 1. 1 0 . 0 3 . 2 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , ' MITIG8 Fri Jul 3 , 1998 16 : 15 : 32 page ---------------- ------ -- - - - - - -- - - - - - - - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour ----------------------------------------------------------------- ----- -- - - - - - - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future volume Alternative) Intersection #39 Central Ave. (NS) / Pacific St . (EW) Average Delay (sec/veh) : 3 . 3 Worst Case Level Of Service : C +x++xx+xx++xx+#+x+x+++t#+x+x++x++x++xt++x+#x+x++x++x+++x++++++++t++xx+++t+++r+x+ Approach: North Bound South Bound East Bound west Bound Movement : I L _ T - R I I L - T - R L - T - R L - T - R ------- Sign ---------- gn--- II Uncontrolled II Uncontrolled Control : Si n Si Rights: Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ----------- II --------------- Volume Module Base Vol : 80 25 55 49 19 6 61 164 13 34 144 97 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 80 25 55 49 19 6 61 164 13 34 144 97 Added Vol : 0 17 0 22 14 6 7 0 0 0 0 27 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 80 42 55 71 33 12 68 164 13 34 144 124 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 PHF Volume : 84 44 58 75 35 13 72 173 14 36 152 131 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol . : 84 44 58 75 35 13 72 173 14 36 152 131 Adjusted volume Module: Grade : 0% 096 096 0'k $ Cycle/Cars : xxxx xxxx xxxx X.)= xxxx xXXX xxxx XJ= W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 Cycl/Car PCE : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Tick/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx X= XXXx Adj Vol . : 93 49 64 82 38 14 79 173 14 39 152 131 Critical Gap Module: MoveUp Time: 3 .4 3 .3 2 .6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx Critical Gp: 6 .5 6 . 0 5 .5 6 .5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 5 . 0 xxxx xxxxx ------------ ----------- Capacity Module: II -'--' 'Cnflict Vol : 527 569 179 555 511 217 282 xxxx xxxxx 186 xxxx xxxxx Potent Cap. : 524 549 1123 505 589 1075 1258 xxxx xxxxx 1397 xxxx xxxxx Adj Cap: 0 . 87 0 . 91 1 . 00 0 . 81 0 . 91 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move Cap. : 456 500 1123 412 536 1075 1258 xxxx xxxxx 1397 xxxx xxxxx --------- I --------------- II --------------- II --------------- II --------------- I Level of Service Module: Stopped Del : 9 . 7 7 . 9 3 .4 10 . 7 7 .2 3 . 4 3 . 0 xxxx xxxxx 2 . 6 xxxx xxxxx 'LOS by Move : * * A * * A A + + A x + Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Cap. : 470 xxxx xxxxx 444 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 10 .5 xxxx xxxxx 10 . 7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx IShared LOS : C * * C + x x x t t + x ApproachDel : 7 .3 8 . 9 0 . 9 0 . 3 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 16 : 55 Page '_ - - ' --------- - - ----- ------ - ----- -- - - - - - •Patton Station ' Year 2015 With Project PM Peak Hour ---------------------------------------------------------- -------- --- -- - - - -- --- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection 439 Central Ave . (NS) / Pacific St . (EW) Average Delay (sec/veh) : 5 . 0 Worst Case Level Of Service : +x*++++xxx++**xx+*+++xx+++##+++#+xxx+++++***+#xx+x*++xx++++++xx#*+#xx+x++x*+*##+ Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R- II -L - T - R- II L - T - R , ------------ I --------------- � � ------------- ------ ---- - ---- ----- Control : Stop Sign Stop Sign Uncontrolled Uncontrolled Rights : Include Include Include Include Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 .0 1 0 ------------ -------------- ------------- -------------- � � ------------ --- volume Module: Base Vol : 105 23 163 82 20 15 32 200 51 57 129 59 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse : 105 23 163 82 20 15 32 200 51 57 129 59 Added Vol : 0 25 0 36 22 9 10 0 0 0 0 40 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 105 48 163 118 42 24 42 200 51 57 129 99 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: ill 51 172 124 44 25 44 211 54 60 136 104 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Final Vol . : 111 51 172 124 44 25 44 211 54 60 136 104 Adjusted Volume Module: Grade: 0$ 096 096 09 ' $ Cycle/Cars : xxxx xxxx xxxx X_ x= xxxx XXXX X=XX XXXx * Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 .10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 ' Cycl/Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol . : 122 56 189 137 49 28 49 211 54 66 136 104 Critical Gap Module : MoveUp Time : 3 .4 3 .3 2 . 6 3 .4 3 .3 2 . 6 2 . 1 xxxx xxxxx 2 . 1 xxxx xxxxx , Critical Gp: 6 .5 6 . 0 5 . 5 6 .5 6 . 0 5 . 5 5 . 0 xxxx xxxxx 50 xxxx xxxxx ------------ --------------- 11 --------------- 11 --------------- 11 - .-------------- � Capacity Module: Cnflict Vol : 564 582 237 641 556 188 240 xxxx xxxxx 264 xxxx xxxxx ' Potent Cap. : 499 540 1050 451 557 1112 1317 xxxx xxxxx 1283 xxxx xxxxx Adj Cap: 0 . 84 0 .91 1 . 00 0 . 70 0 . 91 1 . 00 1 . 00 xxxx xxxxx 1 . 00 xxxx xxxxx Move- -- - � � - Cap. : 422 494 1050 316 509 1112 1317 xxxx xxxxx 1283 xxxx xxxxx ---- ----- -------------- -------------- Level Of Service Module: Stopped Del : 11 .6 8 . 1 4 .1 18 . 7 7 . 7 3 .3 2 . 8 xxxx xxxxx 2 . 9 xxxx xxxxx ' LOS by Move: * * A * * A A * * A + + Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 442 xxxx xxxxx 351 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel : 12 . 8 xxxx xxxxx 19 . 6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS : C * * C * * + t + # + + ApproachDel : 7 .2 14 . 2 0 .4 0 . 6 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' - ----- ---- - -- --- --------- --Fri Jul 3 , 1998 16_37_44---_ - - _ --- _ _ -- _ - - - ---- _ _ - Patton Station Year 2015 With Project AM Peak Hour --------------------------------------------------------------- - ---- ------------ Level Of Service Computation Report 1 1994 HCM Operations Method (Future Volume Alternative) +++x+++++xx+xx+++xxxxxxx+++x+++xx+++xxx+x+xxxx++x+xx+xx++xxx++x++x++++x+++++++x+ Intersection #9 Orange St . (NS) / Highland Ave . (EW) +x++x+++++xxx+x++++++++#xxxxx+++++++x++x++xxx++xx++x+++++++++++++++++++++x++++++ Cycle (sec) : 65 Critical Vol . /Cap. (X) : 0 . 484 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 3 Optimal Cycle: 65 Level Of Service: B xx++x+++++xxx++++xxx++xxxxxx++x++xxx++x+x+xxxtxxxxxxx+++xxxx++x++xx+++x+++++x+++ Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- 11 --------------- 11 -------- ------ Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 -------- I --------------- II --------------- --------------- --------------- � Volume Module: Base Vol : 100 181 34 300 204 138 76 585 47 69 723 209 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 100 181 34 300 204 138 76 585 47 69 723 209 Added Vol : 0 0 0 0 0 7 6 63 0 0 79 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 100 181 34 300 204 145 82 648 47 69 802 209 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 PHF Volume: 105 191 36 316 215 153 86 682 49 73 844 220 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 105 191 36 316 215 153 86 682 49 73 844 220 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 MLF Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : 1 105 191 36 316 215 153 86 682 49 73 844 220 Saturation Flow Module------ --------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 'Adjustment : 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 Lanes : 1 . 00 0 . 84 0 . 16 1 . 00 0 .58 0 .42 1 . 00 1 . 87 0 .13 1. 00 2 . 00 1 . 00 Final Sat . : 1700 1515 285 1700 1052 748 1700 3359 241 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat : 0 . 06 0 . 13 0 . 13 0 . 19 0 .20 0 .20 0 . 05 0 .20 0 .20 0 . 04 0 .23 0 . 12 Crit Moves : ++xx xxx+ Green/Cycle: 0 .42 0 .42 0 .42 0 .42 0 .42 0 .42 0 .48 0 .48 0 .48 0 .48 0 .48 0 .48 Volume/Cap: 0 . 15 0 .30 0 .30 0 .44 0 .48 0 .48 0 . 10 0 .42 0 .42 0 . 09 0 .48 0 .25 ------------ I --------------- --------------- --------------- --------------- I Level Of Service Module : Delay/veh: 7 . 6 8 .2 8 .2 9 . 0 9 . 3 9 . 3 5 .4 6 . 6 6 . 6 5 .4 6 . 9 5 .9 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 7 . 6 8 .2 8 .2 9 . 0 9 .3 9 .3 5 .4 6 . 6 6 . 6 5 .4 6 . 9 5 . 9 Queue- 1 2 0 4 3 2 1 8 1 1 10 2 �x+++xxx+xxxxxx+xx+xxxx+xxxxx+xx+xxxx++xxx+xxxx++xxxxx+xx+xx++xxx+xxx+xxx++xxxx+x Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 17 : 03 Page : - - - - - - - - - - Patton Station ' Year 2015 With Project PM Peak Hour -------------------------------------------------------------------- -- - - - --- - - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #9 Orange St . (NS) / Highland Ave . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 594 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 7 Optimal Cycle : 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------------- ------------- ------------- - I� Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ' ------------ I --------------- ---------- --------------- --------------- � Volume Module : Base Vol : 91 47 71 155 50 72 189 1227 170 67 928 266 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Initial Bse: 91 47 71 155 50 72 189 1227 170 67 928 266 Added Vol : 0 0 0 0 0 10 9' 103 0 0 115 0 PasserByVol : 0 0 0 0 6 0 0 0 0 0 0 0 Initial Fut : 91 47 71 155 50 82 198 1330 170 67 1043 266 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 PHF Volume: 96 49 75 163 53 86 208 1400 179 71 1098 280 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol : 96 49 75 163 53 86 208 1400 179 71 1098 280 PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 Final Vol . : 96 49 75 163 53 86 208 1400 179 71 1098 280 ' ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 .94 1 . 00 1. 00 0 . 94 1. 00 1. 00 0. 94 1 . 00 1 . 00 Lanes : 1 . 00 0 .40 0 . 60 1 . 00 0 .38 0 . 62 1 . 00 1 . 77 0 .23 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 711 1089 1700 686 1114 1700 3192 408 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � ' Capacity Analysis Module: Vol/Sat : 0 . 06 0 . 07 0 . 07 0 . 10 0 . 08 0 . 08 0 . 12 0 .44 0 .44 0 . 04 0 .30 0 . 16 Crit Moves : ##++ ,#** Green/Cycle : 0 .33 0 . 33 0 . 33 0 . 33 0 . 33 0 . 33 0 .57 0 . 57 0 . 57 0 .57 0 . 57 0 .57 Volume/Cap_- 0 . 17 0 .21 0 .21 0 .29 0 .23 0 .23 0 . 22 0 . 77 0 . 77 0 . 07 0 .54 0 . 27 --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 10 . 3 10 .4 10 .4 10 . 8 10 . 6 10 . 6 3 .2 6 . 0 6 . 0 2 .9 4 .2 3 .3 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AdjDel/Veh: 10 .3 10 .4 10 .4 10 . 8 10 . 6 10 . 6 3 . 2 6 . 0 6 . 0 2 . 9 4 .2 3 .3 Queue : 1 1 1 2 1 1 2 19 3 1 12 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Fri Jul 3 , 1998 16 : 15 : 57 pace - --- -- -- -- --- --- - - ---- - - --- - - - --- - -- - - - - - --- - --- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - Patton Station ' Year 2015 With Project AM Peak Hour ---------------------------------------------------------------- - - - -- - --- - - -- - - - Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) x+#++xtr+t+++++#rxx+t+r t+t++x+rt+*tt+x+tr+x+tt+t#+r#+++++t+++ttrrx++rr+rrxrrrrrr Intersection #10 Palm Ave. (NS) / Highland Ave . (EW) ++++x+++tt+rx+++rrx++rr+t+t++++++x++xt+++t+rt+rt++t+++x+rrr+rx+trr+rxr+rrrrr+rrr ICycle (sec) : 72 Critical Vol . /Cap . (X) : 0 . 681 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 22 . 6 Optimal Cycle: 72 Level Of Service : C x#t++xt++xx+++txx+r+xx+x#+x+++xxt#t+++t++tt#xt#+t#x++xxt++++t+xrxt+x+rx+++t++xt+ Approach: North Bound South Bound East Bound West Bound Movement : L T R L T R L - T - R L - T - R ------------ I --------------- --------------- 11 - ' Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 -------- I --------------- --------------- 11 --------------- --------------- � Volume Module: Base Vol : 144 293 90 102 325 317 218 452 194 76 582 96 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 144 293 90 102 325 317 218 452 194 76 582 96 Added Vol : 7 0 0 0 0 7 6 52 - 6 0 65 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 151 293 90 102 325 324 224 504 200 76 647 96 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 PHF Volume: 159 308 95 107 342 341 236 531 211 80 681 101 IReduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 159 308 95 107 342 341 236 531 211 80 681 101 PCE Add : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Ad3 : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Final-Vol . : - - � � - � � - 159 308 95 107 342 341 236 531 211 80 681 101 ----- ----- ----------- -------------- ---------- ---- Saturation F ow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 •Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1. 00 Lanes : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.43 0 .57 1 . 00 2 . 00 1. 00 Final Sat . : 3200 1800 1800 1700 1803 1797 1700 2576 1024 1700 3600 1800 ------------ --------------- --------------------- ,Capacity Analysis Module: - � Vol/Sat : 0 . 05 0 . 17 0 . 05 0 . 06 0 . 19 0 . 19 Crit Moves : 14. 0 .21 0 . 21 0 . 05 0 . 19 0 . 06 **** ++++ 0 0 . 14 +t*+ IGreen/Cycle : 0 . 14 0 .28 0 .28 0 . 14 0 . 28 0 . 28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 V-olume/Cap 0 .36 0 . 62 0 . 19 0 .45 0 . 68 0 . 68 1 . 00 0 . 74 0 . 74 0 .34 0 .68 0 . 20 ----------- - -- - ---- ---- ---- � � ---- ------- --- --------------- --------------- � Level Of Service Module : :lay/Veh: 23 . 4 18 .5 15 . 1 24 . 3 18 . 7 18 . 7 64 . 5 19 . 6 19 . 6 23 .4 18 . 7 15 .2 ser DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 djDel/Veh: 23 .4 18 . 5 15 . 1 24 . 3 18 . 7 18 . 7 64 . 5 19 . 6 19 . 6 23 .4 18 . 7 15 . 2 Queue: 3 6 1 2 7 7 9 10 5 1 13 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 17 : 07 Pace _- _ I --------------------------- ------ --------------- - ---- - - - - - ---- -- -- - - - - - - - - - - - - - - Patton Station ' Year 2015 With Project PM Peak Hour ---------------------------------------------------------------- -------- --- - - -- - Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) t+tx++t++xt tx++++++t ttt x+xxt+++tt x+xx+++xx+xxt++t++xt+++xtx++x++x++tt+t++++++x++ Intersection #10 Palm Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 766 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27 . 4 Optimal Cycle: 120 Level Of Service: D xt+#tt+tt txxxxx++t xxxxxt+xtt txt xt tx+tt xxxt#tt xxx#xxxxxxt++r++ttt+#t+xtt+xt+ttxx� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ---------- -- --------------- � � --------------- � � --------------- � � - Control : Protected Protected Protected Protected I' Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------ Volume Module : Base Vol : 251 232 216 119 152 202 184 963 251 157 797 91 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 251 232 216 119 152 202 184 963 251 157 797 91 , Added Vol : 10 0 0 0 0 10 9 85 9 0 95 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 261 232 216 119 152 212 193 1048 260 00 1 . 00 1. 00 157 892 91 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 275 244 227 125 160 223 203 1103 274 165 939 96 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 275 244 227 125 160 223 203 1103 274 165 939 96 PCE Adj : 1. 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 .00 1 . 00 MLF Adj : 1.. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 Final Vol . : 275 244 227 125 160 223 203 1103 274 165 939 96 ' Saturation Flow Module------ -------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1. 00 0 .94 1. 00 1 . 00 Lanes : 2 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 60 0 .40 1. 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2884 716 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � ' Capacity Analysis Module : Vol/Sat : 0 . 09 0 .14 0 .13 0 . 07 0 . 09 0 . 12 0 . 12 0 .38 0 .38 0 . 10 0 .26 0 . 05 Crit Moves : **** +x+t +t+x xxxx Green/Cycle: 0 . 11 0 . 19 0 .19 0 . 09 0 . 17 0 . 17 0 .20 0 . 50 0 .50 0 .13 0 .43 0 .43 t Volume/Cap: 0 . 77 0 . 73 0 . 68 0 . 79 0 .53 0 . 74 0 . 61 0. 77 0 . 77 0 . 77 0 . 61 0 . 131 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 48 . 6 41 .4 39 . 7 57 .5 37 . 8 41 . 8 37 . 2 15 . 6 15 . 6 50 . 5 17 . 9 13 .7 ' User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 AdjDel/Veh: 48 . 6 41 .4 39 . 7 57 . 5 37 . 8 41 . 8 37 .2 15 . 6 15 . 6 50 . 5 17 . 9 13 . 7 Queue: 10 8 8 5 5 8 6 31 8 6 25 2 *x***tt*t+ttt+x+xxx+xxxtt xtt xxt xxt+xt x+t++x+xx++t**txxxt+**xxtxt+xt+xt+**txxtxx+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Fri Jul 3 , 1998 16 : 16 : 08 pzc= -- ---- --------- -- ---------------------`----- ---- ----- -- - ---- - --- - - - - - - - - - - - - - - - ' Patton Station Year 2015 With Project AM Peak Hour --------------------------------------------------------- -- ---- --- - - - -- - - - - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *#**}#}###**}}*}#}t#*#*#**#**}}*}#**#+**#*++*t##}t###**+t+*tt#t#++ttt+**t**t++*# Intersection. #47 Boulder Ave . (NS) / Highland Ave . (EW) **r#+*+**}++t#**++**+++#*++#*}}#***++**++}#t+t*+++*#t++##t#xt+*#+x++x+x*#x*txxxx Cycle (sec) : 120 Critical Vol . /Cap . (X) : 0 . 802 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 33 . 6 Optimal Cycle : 120 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L ---------- -- --------------- � � ------------ _ --- � � --------------- � � ------------- ' Control : Protected Protected Protected Protected Rights : Include Include Include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ---------- -------------- ------------- ------------- ------------- - Volume Module : Base Vol : 324 167 53 118 187 161 122 203 432 215 690 259 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 324 167 53 118 187 161 122 203 432 215 690 259 Added Vol : 31 0 0 0 0 0 0 19 25 0 24 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 355 167 53 118 187 161 122 222 457 215 714 259 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 374 176 56 124 197 169 128 234 481 226 752 273 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 374 176 56 124 197 169 128 234 481 226 752 273 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 374 176 56 124 197 169 128 234 481 226 752 273 ---------- Saturation--F -ow-- ----Module- --: ----- --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 52 0 .48 1 . 00 1 . 08 0 . 92 1 . 00 2 . 00 1 . 00 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 2731 869 1700 1938 1662 1700 3600 1800 1700 3600 18001 --------- I --------------- --------------- Capacity Analysis Module : Vol/Sat: 0 .22 0 . 06 0 . 06 0 . 07 0 . 10 0 . 10 0 . 08 0 . 07 0 .27 0 .13 0 .21 0 . 15 Crit Moves : **** *#** **** **## Green/Cycle: 0 .25 0 . 32 0 .32 0 . 13 0 .21 0 . 21 0 . 08 0 .30 0 . 30 0 . 15 0 .36 0 .49 Volume/Cap: 0 . 90 0 .20 0 . 20 0 .56 0 .49 0 .49 0 . 90 0 . 22 0 . 90 0 . 90 0 .58 0 . 31 --------- I --------------- --------------- --------------- --------------- � Level Of Service Module : , Delay/Veh: 46 . 3 21 .5 21 .5 42 . 6 33 . 7 33 . 7 74 . 0 23 . 7 40 . 3 59 . 1 22 . 1 10 . 8 User DelAdj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 . 1 . 00 Adj Del/Veh: 46 .3 21 .5 21.. 5 42 . 6 33 . 7 33 . 7 74 . 0 23 . 7 40 .3 59 . 1 22 .1 10 . 8 Queue: 14 4 1 4 6 5 6 6 18 9 20 5 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 17 : 15 Page - _ ---------------------------------------------- -- - ---------- - -- --- - - - - - - - - - - - - - - - • Patton Station , Year 2015 With Project PM Peak Hour ------------------------------------------------------------------- - -- ---- - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) x+++xx++++xxxxxxxxx+x++xx+++xx+xx+xx+++xx+++x++xx+++xxxxxxxx++x++++++++++++++++ Intersection #47 Boulder Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 928 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 47 . 5 Optimal Cycle: 120 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement : - I L - T - -R- II L - T - R L - T - R L - T - R ---------- ------------- 11 --------------- I1 ------------- Control : Protected Protected Protected Protected ' Rights : Include Include include Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ' ------------ I --------------- I1 --------------- 11 --------------- 11 --------------- Volume Module: Base Vol : 339 217 75 144 170 205 169 388 439 319 483 278 Growth Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 339 217 75 144 170 205 169 388 439 319 483 278 , Added Vol : 45 0 0 0 0 0 0 31 40 0 35 . 0 PasserByVol : 01 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 384 217 75 144 170 205 169 419 479 319 518 278 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 PHF Volume: 404 228 79 152 179 216 178 441 504 336 545 293 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 404 228 79 152 179 216 178 441 504 336 545 293 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF Add : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Final Vol . : 1 404 228 79 152 179 216 178 441 504 336 545 293 Saturation Flow Module: ----- --------------- --------------- --------------- Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 .49 0 .51 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 1 . 00 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 2674 926 1700 1800 1800 1700 3600 1800 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- �' Capacity Analysis Module: Vol/Sat : 0 .24 0 . 09 0 . 09 0 . 09 0 . 10 0 . 12 0 . 10 0 . 12 0 .28 0 .20 0 .15 0 . 16 Crit Moves : **** ++xx **** **** Green/Cycle: 0 .23 0 .21 0 .21 0 .23 0 .21 0 .21 0 . 29 0 .27 0 .27 0 . 19 0 . 17 0 .40 ' Volume/Cap: 1 . 03 0 .41 0 .41 0 . 39 0 .48 0 . 58 0 . 36 0 .45 1 . 03 1 . 03 0 . 87 0 .40 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : Delay/Veh: 76 .3 32 . 9 32 . 9 31 . 0 33 . 6 34 . 7 26 . 0 28 . 0 70 . 0 82 .1 45 . 7 17 .3 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Adj Del/Veh: 76 . 3 32 . 9 32 .9 31 . 0 33 . 6 34 . 7 26 . 0 28 . 0 70 . 0 82 . 1 45 . 7 17 .3 Queue: 20 7 2 4 5 7 5 12 24 17 20 71 +xx+xx+xx++x++x+++xx++xx+x+x+xx++xx+xx++xx+xx+xx+xx+x++++x+++x++x++x+++x++x++xx Traffix 6 . 8 . 0827 (c) 1996 Dowling I Assoc . Licensed to R.K & J.K, Newport Beach ' APPENDIX K YEAR 2015 WITH PROJECT CONDITIONS INTERSECTION ANALYSIS (WITH IMPROVEMENTS) 1 MITIGB Fri Jul 3 , 1998 16 : 13 : 53 Page - ------ --------------- - --------- - - - ------ - - - - - -- - 1- - - - Patton Station Year 2015 With Project ----------------AM-Peak Hour --- ________ Level Of Service Computation Report +xtx#}}++}+#1994 I++x Operan,ironsx Method (Future Volume +#Alternative) rx}+#+t#+x+#tx# Intersection #2 SR-30 Fwy. EB Off Ramp (NS) /' Highland Ave. (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 775 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 10 . 2 Optimal Cycle: 60 Level Of Service : B +xx}x+#}#x}t#}+#}+x++x}xx+}tx}t}}}x}}x}}}x}t}x}}}x}}x}}+xx}xxxt}tx}+}+txr#}txxxt Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T ------------ I ----------- --- - R Control : Permitted Permitted Permitted II --- Rights : Include Permitted Min. Green: 0 0 0 23 Ignore 23 0 Include Min. 0 Include Lanes : 0 0 0 0 0 2 0 0 0 1 ------ I -- 0 0 2 0 0- I 0 00 25 0 00 Volume Module : ------------- II --------------- II -------------- I --------------- I Base Vol : 0 0 0 1311 0 187 0 608 0 0 ' 815 Growth Adj : 1 . 00 1 . 00 1 . 00 0 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 0 0 0 1311 0 0 0 608 0 0 815 0 Added Vol: 0 0 0 65 0 0 0 27 0 0 22 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 0 0 1376 0 0 0 635 0 0 837 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 00 0 .95 0 . 95 0 .95 0 .95 0 .95 0 .95 PHF Volume: 0 0 0 1448 0 0 0 668 0 0 881 0 IReduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 0 0 0 1448 0 0 0 668 0 0 881 0 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 0 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 ,Final Vol . : I 0 0 0 1448 0 0 0 668 0 0 881 0 Saturation Flow Module------ II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 djustment: 0. 94 1. 00 1 . 00 0 . 89 1 . 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 94 1. 00 1. 00 anes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat. : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ---- I --------------- II --------------- II --------------- II --------------- I tapacity Analysis Module: of/Sat : 0 . 00 0 . 00 0 . 00 0 .45 0 . 00 0 . 00 0 . 00 0 . 19 0 . 00 0 . 00 0 .24 0 . 00 Crit Moves : xx}} reen/ **** Cycle: 0 . 00 0 . 00 0 . 00 0 .58 0 . 00 0 . 00 0 . 00 0 .32 0 . 00 0 . 00 0 . 32 0 . 00 olume/Cap: 0 . 00 0 . 00 0 . 00 0 . 77 0 . 00 0 . 00 0 . 00 0 . 59 0 . 00 0 . 00 0 . 77 0 . 00 ----------- I --------- ___ Level Of Service Module: ------ II --------------- elay/Veh: 0 . 0 0 . 0 0 . 0 5 .5 0 . 0 0 . 0 0 . 0 13 .2 0 . 0 0 . 0 15 . 6 0. 0 ser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 djDel/Veh: 0 . 0 0 . 0 0 . 0 5 .5 0 . 0 0 . 0 0 . 0 13 .2 0 . 0 0 . 0 15 .6 0 . 0 Queue: 0 0 0 19 0 0 0 10 0 0 14 0 *#t}}}x t}x#x+xtx}*}t+#x+*#t#xt#t}}#+}+}t}#x+xxx}}}++}tt*t#*t}xtx}#}}}}}t+x*}}t} Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 - Fri Jul 3 , 1998 16 : 16 : 21 I Page 1-1 - - ------------ --------- --- - -- - --- -- - -- -- - - - - - - Patton Station - "� Year 2015 With Project PM Peak Hour ----------------------------------------------- ---------- Level Of Service Computation Report --- 1994 HCM Operations Method (Future Volume Alternative) Intersection #2 SR-30 Fwy. EB Off Ramp (NS) / Highland Ave. (EW) Cycle (sec) : 80 Critical Vol . /Cap. (X) : Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 0 . 885 Optimal Cycle: 80 15 . 2 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T R L - T - R L - T - -- I � -- ------ --- Control : Permitted Permitted II Permitted - II Rights : Include Permitted Ignore Include Include Min. Green: 0 0 0 23 0 23 0 15 0 0 15 0 Lanes : 0 0 0 0 0 2 0 0 0 1 0 0 2 0 0 0 0 2 0 0 Volume Module: II -------------- -------------- � Base Vol : 0 0 0 1293 0 217 0 1200 0 0 942 0 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1'. 00 1 . 00 1 . 00 1. 00 Initial Bse : 0 0 0 1293 0 1 . 00 0 0 1200 0 0 942 0 ' Added Vol: 0 0 0 95 0 0 0 0 40 0 0 36 PasserByVol : 0 0 0 0 0 0 0 0 0 0 6 0 Initial Fut : 0 0 0 1388 0 0 0 1240 0 0 978 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 00 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 .95 PHF Volume: 0 0 0 1461 0 0 00 13050 0 0 1029 Reduct Vol : 0 0 0 0 0 0 Reduced Vol : 0 0 0 1461 0 0 0 1305 0 0 1029 0 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 0 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1. 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 0 . 00 1. 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 Final Vol . : 0 0 0 1461 0 0 0 1305 0 0 1029 0 ' S-a-t-u-r-a-t-i-o-n- F-lo-w--Module : ----- --------------- I I --------- ------ I --------------- Adjustment : 0894 1 . 00 1800 0889 1800 1800 0 .94 1800 1800 0894 1800 1800 Lanes : 0 . 00 0 . 00 0 . 00 2 . 00 0 . 00 1 . 00 0 . 00 2 . 00 0 . 00 0 . 00 2 . 00 0 . 00 Final Sat. : 0 0 0 3200 0 1800 0 3600 0 0 3600 0 ------------ I --------------- � i --------------- II --------------- II --------------- 11 Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 00 0 . 00 0 .46 0 . 00 0 . 00 Crit Moves : 000 0 .36 0 . 00 0 . 00 0 .29 0 . 00 }### . w*#} Green/Cycle : 0 . 00 0 . 00 0 . 00 0 . 52 0 . 00 0 . 00 0 . 00 0 .41 0 . 00 0 . 00 0 .41 0 . 00 ' Volume/Cap: 0 . 00 0 . 00 0 . 00 0 . 89 0 . 00 0 . 00 0 . 00 0 .89 0 . 00 0. 00 0 . 70 0 . 00 ------------ ____ ________ --------------- 1I ---------- Level Of Service Module: - 1I ------- II --------------- Delay/Veh: 0 . 0 0 . 0 0 . 0 13 . 2 0 . 0 0 . 0 0 . 0 18 .5 0 . 0 0 . 0 13 . 9 0. 0 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . . 0 Adj Del/Veh: 0 . 0 0 . 0 0 . 0 13 . 2 0 . 0 0 . 0 0 . 0 18 .5 0 . 0 0 . 0 13 . 9 0 . 0 Queue : 0 0 0 32 0 0 0 29 0 0 19 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB Fri Jul 3 , 1998 16 : 49 : 49 Paco - _ - ------ ------ ---- ---- ------- -- - -- - - - - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #4 Arden Ave . (NS) / Highland Ave. (EW) 1 xx+*+*+++*x+xxx+xxx+*xxxx+xxx+xxx+x+xx+xxx+*+x*xxxxxxxx*xxxx,**x,*xxxxx,x„x,,,x Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 830 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 31 . 6 Optimal Cycle: 120 Level Of Service : D xx+x+xx++x++xx+xx+x+xx+xx++x+x+xx+x++xx+xx+x+x+x+xx+x+xx++xx+rx+x+x*xx+xx+x+x*xx Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T ------------ I ------------- Control : Protected Protected Protected II ---Protec------ Rights : Include Include Protected Min. Green: 10 27 27 10 27 27 10 Include 19 10 Include Lanes : 2 0 0 1 0 1 0 1 1 0 19 2 0 2 0 1 2 0 2 1 0 ------------ I --------------- II --------------- II --------------- II --------------- I Volume Module : Base Vol : 407 194 114 41 444 420 101 881 472 225 1201 174 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 407 194 114 41 444 420 101 881 472 225 1201 174 Added Vol : 0 0 3 7 0 0 0 93 0 6 74 6 PasserByVOl : 0 , 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 407 194 117 48 444 420 101 974 472 231 1275 180 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 428 204 123 51 467 442 106 1025 497 243 1342 189 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 428 204 123 51 467 442 106 1025 497 243 1342 189 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Final Vol . : 428 204 123 51 467 442 106 1025 497 243 1342 1891 ---Saturation---------F ow- Module:-Mo-duledine: --- -------------- II - : II - Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1 . 00 1. 00 0 .94 1 . 00 1 . 00 0 . 89 1 . 00 1 . 00 0 . 89 1 . 00 1. 00 Lanes : 2 . 00 0 . 62 0 .38 1 . 00 1. 03 0 . 97 2 . 00 2 . 00 1 . 00 2 . 00 2 . 63 0 .37 Final Sat . : 3200 1123 677 1700 1850 1750 3200 3600 1800 3200 4733 667 ------------ I --------------- II ------------ --- II --------------- II --------------- I Capacity Analysis Module : IVOI/Sat ; 0 . 13 0 .18 0 .18 0 . 03 0 .25 0 . 25 0 . 03 0 . 28 0 . 28 0 . 08 0 .28 0 .28 Crit Moves : *+** xx+x x*+x *+++ Green/Cycle: 0 . 16 0 .34 0 . 34 0 .13 0 . 30 0 . 30 0 . 08 0 .34 0 . 34 0 . 09 0 .35 0 .35 Volume/Cap: - I -- 0 . 83 0 .53 0 .53 0 .24 0 . 83 0 . 83 0 . 40 0 . 83 0 . 80 0 . 83 0 . 81 0 . 81 ----------- --------- ---- II --------------- Level Of Service Module: II -- II --------------- I 'Delay/Veh: 45 . 8 23 . 7 23 . 7 39 .4 32 . 0 32 . 0 44 . 6 28 . 8 29 . 9 54 . 9 26 . 7 . 26 . 7 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 45 . 8 23 . 7 23 . 7 39 .4 32 . 0 32 . 0 44 . 6 28 . 8 29 . 9 54 . 9 26 . 7 26 . 7 Queue: 15 6 3 2 16 15 3 33 16 9 42 7 ++x+x++x+xx+xx+x+x+xx+x+x++x+x*x*+xx+x+x+x+++xx+x+x+x*x+x+x++x++*x+++*xx++++++x+ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB--------- ------------Fri Jul 3 , 1998 16 : 49 : 30 - ----- - - - - -- - - - -Pac7e 1_ '_ ' -------------- - - - - Patton Station Year 2015 With Project ' PM Peak Hour -------------------------------------------------------------------------- -- - - -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) #+x++++#+++xxxxxx#xxx++#xxx++++x++++xxx+++xxx+++++++x#++++++++++++#+++++++++x+++ Intersection #4 Arden Ave. (NS) / Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 913 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 35 . 0 Optimal Cycle: 120 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------ ---- ------------ ------------- --------- --- ------ - ------- � Control : Protected II Protected II Protected II Protected ' Rights : Include Include Include Include Min. Green: 10 27 27 10 27 27 10 19 19 10 19 19 Lanes : 2 0 0 1 0 1 0 1 1 0 2 0 2 0 1 2 0 2 1 0 ------------ I --------------- --------------- --------------- --------------- 1 � Volume Module : Base Vol : 236 140 60 119 300 184 407 1607 584 274 1680 253 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Initial Bse: 236 140 60 119 300 184 407 1607 584 274 1680 253 Added Vol : 0 0 5 10 0 0 0 134 0 9 121 9 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 236 140 65 129 300 184 407 1741 584 283 1801 262 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 . 95 0 .95 PHF Volume: 248 147 68 136 316 194 428 1833 615 298 1896 276 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 248 147 68 136 316 194 428 1833 615 298 1896 276 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Add : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 Final Vol . : 248 147 68 136 316 194 428 1833 615 298 1896 276 ' Saturation F10-w- Module: -- II --------------- I --------------- II ---------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0 . 89 1 . 00 1. 00 0 .94 1 . 00 1 . 00 0 . 89 1. 00 1 . 00 0 .89 1 . 00 1 . 00 Lanes : 2 . 00 0 . 68 0 .32 1 . 00 1 .24 0 .76 2 . 00 2 . 00 1 . 00 2 . 00 2 .62 0 .38 Final Sat . : 3200 1231 569 1700 2231 1369 3200 3600 1800 3200 4714 686 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module : Vol/Sat : 0 . 08 0 . 12 0 .12 0 . 08 0 . 14 0 . 14 0 . 13 0 .51 0 . 34 0 . 09 0 .40 0 .40 Crit Moves : **** xx++ #### #*## Green/Cycle: 0 . 08 0 .23 0 .23 0 . 08 0 . 23 0 . 23 0 . 15 0 . 50 0 .50 0 . 09 0 .44 0 .44 Volume/Cap: 0 . 93 0 .53 0 .53 0 . 96 0 . 63 0 . 63 0 . 91 1 . 02 0 . 68 1 . 02 0 . 91 0 .91 ------------ I --------------- --------------- --------------- --------------- � Level of Service Module: Delay/Veh: 68 .2 33 .1 33 . 1 86 . 0 34 . 0 34 . 0 53 .4 35 . 8 14 .4 86 . 0 23 . 0 23 . 0 , User DelAdj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 68 .2 33 .1 33 . 1 86 . 0 34 . 0 34 . 0 53 .4 35 . 8 14 .4 86 . 0 23 . 0 23 . 0 Queue: 11 4 2 7. 10 6 17 76 16 15 62 11 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB----------------- - Fri Jul 3 , 1998 16 : 14 : 14 age ----- - -- --- ------------ -- --- - - ---- - - -- - - Patton Station Year 2015 With Project ---------------------------------AM-Peak Hour Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #28 Arden Ave . (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 2 . 7 Worst Case Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : I L - T - R L - T - R L - T - R ---------- ----------- -- � Control : Uncontrolled Uncontrolled � --------------- �Stop Sign Stop i Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 ------------ Volume Module: -------------- II --------------- Base Vol : 0 590 142 347 649 0 0 0 0 0 0 1 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 0 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Initial Bse : 0 590 142 347 649 0 0 0 0 0 0 0 Added Vol: 0 3 0 3 3 0 0 0 0 0 0 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 593 142 350 652 0 0 0 6 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 PHF Volume: 0 624 149 368 686 0 0 0 0 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 624 149 368 686 0 0 0 0 0 0 0 Adjusted Volume Module: Grade : 096 0% 09; 096 $ Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1. 00 1 . 10 1. 10 1 . 10 1 . 10 1.10 1.10 Cycl/Car PCE: Xxxx xxxx XXXX XD= xxxx X:2= XXXX X.)= Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx X.)= Adj Vol . : 0 624 149 405 686 0 0 0 0 0 0 0 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx XYXY xxxxx xxxxx xxxx xxxXX Critical Gp:xxxxx xxxx xxxxx 5 . 5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I ---- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 774 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 659 xxxx xxxxx . xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1 . 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 659 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ----------- I --------------- --------------- Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 12 .3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx toLOS by Move: * t # C movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT hared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx N:2= xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx hared LOS : t t # t fpproachDel : 0 . 0 4 . 6 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach e t MITIG8 Fri Jull-3 , 1998 16 : 16 : 28---- - -- -- -- --- - - --page , _ ' - - --- ------------ - - - - - - - - - - Patton Station Year 2015 With Project ,PM Peak Hour ---------------------------------I --------------------------------- ---- - - ------ Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #28 Arden Ave. (NS) / SR-30 Fwy. SB On Ramp (EW) Average Delay (sec/veh) : 8 . 31 Worst Case Level Of Service : Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L I T - R L - T - R L - T - R Control : 1 11 II ----- ------ II -------------- - I Uncontrolled Uncontrolled Stop Sign Stop Si Rights : Include Include Include Include Lanes : 0 0 1 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 -------------- Volume Module : ------------- Base Vol: 0 416 120 659 733 0 0 0 0 0 0 0 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 0b 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 ' Initial Bse: 0 416 120 659 733 0 0 0 0 0 0 0 Added Vol: 0 5 0 4 4 0 0 0 0 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 0 421 120 663 737 0 0 0 0 0 0 0 ' User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 .95 0 .95 0 . 95 0 .95 0 . 95 0 . 95 0 .95 0 . 95 0. 95 0 .95 0 .95 PHF Volume: 0 443 126 698 776 0 0 0 0 0 0 0 ' Reduct Vol : 0 0 0 b 0 0 0 0 0 0 0 0 Final Vol . : 0 443 126 698 776 0 0 0 0 0 0 0 Adjusted Volume Module: Grade: 0p, I 0� 0$ 0� * Cycle/Cars : xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx 20= X:2= PCE Adj : 1.. 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1 .10 1 . 10 1.10 1. 10 1.10 ' Cycl/Car PCE: xxxx xxxx -o= xxxx xxxx xxxx X:2= xxxx Trck/Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXXx Adj Vol . : 0 443 126 768 776 0 0 0 0 0 0 0 Critical Gap Module: ' MoveUp Time :xxxxx xxxx xxxxx 2 . 1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 5 .5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ ----------- Capacity Module : Cnflict Vol : xxxx xxxx xxxxx 569 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx XXXX XXXXX 848 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 1. 00 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 848 2c x xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- 11 --------------- II --------------- II --------------- I Level Of Service Module: Stopped Del :xxxxx xxxx xxxxx 22 . 9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move : * * * D + x * * 1 Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xx�onc xxxx xxxx xxxxx Shrd StpDel :xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx XM= xxxxx 30= xxxxx ' Shared LOS : + x + * * } + * * x x ApproachDel : 0 . 0 11 .4 0 . 0 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 57 : 33 Page 1- _ ----- ------ ---------- - - - - --- - - - - - - - - •Patton Station ' Year 2015 With Project AM Peak Hour ----------------------------------------------------------------- ------- -------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 694 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 1 Optimal Cycle: 120 Level Of Service : C Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------------- - ----- ------ I Control : Prot+Permit Permitted Prot+Permit Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ---- I --------------- II --------------- II --------------- II --------------- I Volume Module: . Base Vol : 498 36 260 25 0 25 17 1115 0 0 1501 20 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 :00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 498 36 260 25 0 25 17 1115 0 0 1501 20 Added Vol : 0 0 3 0 0 0 0 103 0 0 85 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 498 36 263 25 0 25 17 1218 0 0 1586 20 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 PHF Volume: 524 38 277 26 0 26 18 1282 0 0 1669 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 524 38 277 26 0 26 18 1282 0 0 1669 21 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Final Vol . : 1 524 38 277 26 0 26 18 1282 0 0 1669 21 Saturation Flow Module - II --------------- II --------------- II --------------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 xxxx 1. 00 1 . 00 0 . 94 1 . 00 1. 00 Lanes : 2 . 00 0 . 12 0 . 88 1 . 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0 . 00 1.98 0 . 02 Final Sat . : xxxx 217 1583 1700 0 1800 xxxx 3600 0 0 3555 45 ------------ I --------------- II --------------- II --------------- II --------------- I Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 18 0 . 17 0 . 02 0 . 00 0 . 01 0 . 00 0 .36 0 . 00 0 . 00 0 .47 0 .47 Crit Moves : **** ***+ #*++ ###+ Green/Cycle : 0 . 36 0 .36 0 .36 0 . 18 0 . 00 0 . 18 0 . 59 0 .59 0 . 00 0 . 00 0 . 51 0 .51 Volume/Cap: 0 . 00 0 .49 0 .49 0 . 08 0 . 00 0 . 08 0 . 00 0 . 60 0 . 00 0 . 00 0 . 93 0 . 93 ------------ I --------------- II --------------- 11 --------------- II --------------- I Level Of Service Module: 'Delay/Veh: 39 . 3 21.5 21.5 32 . 9 0 . 0 32 . 8 29 . 3 7 .4 0 . 0 0 . 0 20 . 8 20 . 8 User DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 39 . 3 21 . 5 21 . 5 32 . 9 0 . 0 32 . 8 29 .3 7 .4 0 . 0 0 . 0 20 . 8 20 . 8 Queue : 20 1 7 1 0 1 1 27 0 0 56 2 tTraffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 57 : 05 Page 1-_ ' ----------------------------------------------------------- - - - --- - - - - - - - - - - - - - - - Patton Station ' Year 2015 With Project PM Peak Hour ---------------------------------------------------------------------- --- ------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #5 SR-30 Fwy. WB Off Ramp (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 788 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (dec/veh) : 31 . 2 Optimal Cycle : 120 Level Of Service : D Approach: North Bound South Bound East Bound west Bound Movement : L - T - R L - T - R L - T - R L - T - R --------- ------------ ------------- ------------- ------ ------- - I Control: Prot+Permit Permitted Prot+Permit Permitted Rights : Include Include Include Include Min. Green: 10 22 22 22 22 22 10 15 0 0 15 15 Lanes : 2 0 0 1 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- II --------------- II --------------- II --------------- I! Volume Module: Base Vol : 513 23 240 21 0 24 31 1750 0 0 1745 24 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse-: 513 23 240 21 0 24 31 1750 0 0 1745 24 ' Added Vol: . 0 0 5 0 0 0 0 149 0 0 139 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 513 23 245 21 0 24 31 1899 0 0 1884 24 ' User Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0.95 0 . 95 0 . 95 PHF Volume: 540 24 258 22 0 25 33 1999 0 0 1983 25 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 540 24 258 22 0 25 33 1999 0 0 1983 25 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 MLF Add : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 Final Vol. : 1 540 24 258 22 0 25 33 1999 0 0 1983 25 Saturation Flow Module: - II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 180.0 1800 1800 Adjustment : xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 xxxx 1. 00 1. 00 0 . 94 1 . 00 1. 00 ' Lanes : 2 . 00 0 . 09 0 .91 1. 00 0 . 00 1 . 00 1 . 00 2 . 00 0 . 00 0. 00 1. 98 0 . 02 Final Sat . : xxxx 153 1647 1700 0 1800 xxxx 3600 0 0 3555 45 ------------ I --------------- II --------------- II --------------- II --------------- I' Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 16 0 .16 0 . 01 0 . 00 0 . 01 0 . 00 0 . 56 0 . 00 0 . 00 0 .56 0 . 56 Crit Moves: ***+ Green/Cycle: 0 . 34 0 .34 0 . 34 0 . 18 0 . 00 0 . 18 0 . 61 0 . 61 0 . 00 0 . 00 0 .52 0 .52 ' Volume/Cap: 0 . 00 0 .46 0 .46 0 . 07 0 . 00 0 . 08 0 . 00 0 . 91 0 . 00 0 . 00 1 . 06 1 . 06 ------------ I --------------- II --------------- --------------- II --------------- I Level Of Service Module: Delay/Veh: 41 . 1 22 . 6 22 . 6 32 . 8 0 . 0 32 . 8 28 .4 12 .4 0 . 0 0 . 0 48 .4 48 .4 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/Veh: 41 . 1 22 . 6 22 . 6 32 . 8 0 . 0 32 . 8 28 .4 12 .4 0 . 0 0 . 0 48 .4 48 .4 Queue: 27 1 7 1 0 1 1 62 0 0 94 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' 1 MITIG8 Fri Jul 3 , 1998 16 : 14 :43 Page ------------------ --------=--- ------------------- - --- - --- ----- - - - - - - -- - - - - - - - - �Patton• Station 1 Year 2015 With Project AM Peak Hour --------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future volume Alternative) Intersection #6 Victoria Ave . (NS) / Highland Ave . (EW) 1 Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 843 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29 . 9 Optimal Cycle: 120 Level Of Service : D 1 x#+*#}##tt}*##+*+*+#####+t#x#+x++#+##+x*+**+*#t*#++x#+++xx#+#xx+x+x*+x+++++x+r+x Approach: North Bound South Bound East Bound West Bound Movement : L T R L T - R L - T - R ------------ I --------------- II - I Control : Prot+Permit Prot+Permit II ---------t----- II ---Prot------ -- 1 Rights : Include Include Protected--- rotected Protected Min. Green: 10 22 22 10 22 22 10 Include 17 10 Include 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 -------- I --------------- II --------------- Volume Module: II --------------- II --------------- I Base Vol : 170 152 97 64 473 124 38 796 93 100 1057 77 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 (Initial Bse : 170 152 97 64 473 124 38 796 93 100 1057 77 Added Vol : 0 0 48 17 0 0 0 106 0 39 85 14 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 itInitial Fut : 170 152 145 81 473 124 38 902 93 139 1142 91 ser Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 HF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 PHF Volume: 179 160 153 85 498 131 40 949 98 146 1202 96 educt Vol : 0 0 0 0 0 0 0 0 0 0 0 0 educed Vol: 179 160 153 85 498 131 40 949 98 146 1202 96 CE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 anal Vol . : 1 179 160 153 85 498 131 40 949 98 146 1202 96 taturation Flow Module. ----- II --------------- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 djustment : xxxx 1 . 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 anal : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 .81 0 . 19 1 . 00 2 . 00 1 . 00 final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3263 337 1700 3600 1800 ------------ ------ ----------- I pacity Analysis Module: ___- l/Sat : 0 . 00 0 . 09 0 . 09 0 . 00 0 .28 0 . 07 0 . 02 0 .29 0 .29 0 . 09 0 .33 0 . 05 kit Moves : **+# x#+r #++# #tt# ireen/Cycle: 0 .42 0 .30 0 . 30 0 .46 0 . 32 0 .32 0 . 08 0 .36 0 .36 0 . 11 0 .38 0 .38 olume/Cap: 0 . 00 0 .30 0 .28 0 . 00 0 . 88 0 . 23 0 .28 0 . 81 0 . 81 0 . 81 0 . 88 0 .14 ----------- I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: elay/Veh: 38 . 9 24 .3 24 .2 34 . 6 36 . 7 22 .4 44 . 0 26 .9 26 .9 56 .7 27 .7 16 .9 ser DelAdj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 djDel/Veh: 38 . 9 24 .3 24 .2 34 . 6 36 . 7 22 .4 44 . 0 26 . 9 26 .9 56 . 7 27 . 7 16 .9 Queue : 7 4 4 3 18 3 1 30 4 6 40 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach 1 1 1 MITIG8 Fri Jul 3 , 1998 16 : 16 : 35 Page 1 -_ ' ---------------- --- - ------------ ---- - ---------- -- - - - - -- - - - - - --- --- - - - - - - - - - - - - - - Patton Station Year 2015 With Project ' PM Peak Hour --------------------------------------------------------------------- - -- ---- ---- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #6 Victoria Ave. (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 962 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30 . 9 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L _- T -_- R L - T - R L - T - R- � L - T - R ------------ � - � � --------------- � � --------- - ---- � -- ----- Control : Prot+Permit Prot+Permit Protected Protected ' Rights : Include Include Include Include Min. Green: 10 22 22 10 22 22 10 17 17 10 17 17 Lanes : 1 0 1 0 1 1 0 1 0 1 1 0 1 1- - - - - - 0 1 0 2 0 1 , VolumeModule------- -- -- - � � - -- -- ------- � � --------------- � � --------------- � Base Vol : 70 312 109 85 246 48 111 1502 153 106 1209 103 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 , Initial Bse : 70 312 - 109 85 246 48 111 1502 153- 106 1209. 103 Added Vol : 0 0 70 25 0 0 0 154 - 0 63 139 22 PasserByvol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 70 312 179 110 246 48 111 1656 153 169 1348 125 ' User Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 .95 0 . 95 0 . 95 0 . 95 PHF Volume: 74 328 188 116 259 51 117 1743 161 178 1419 132 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 74 328 188 116 259 51 117 1743 161 178 1419 132 PCE Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 MLF Add : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 Final Vol. : - 74 328 188 116 259 51 117 1743 161 178 1419 132 , ----------- -------- Saturation F ow Module: ----- � � --------------- 11 --------------- 11 --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : xxxx 1. 00 1 . 00 xxxx 1 . 00 1 . 00 0 . 94 1.00 1. 00 0 . 94 1. 00 1.00 Lanes : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1.83 0 . 17 1 . 00 2 . 00 1. 00 Final Sat . : xxxx 1800 1800 xxxx 1800 1800 1700 3296 304 1700 3600 1800 ------------ I --------------- -------- ----- 11 _____ ' Capacity Analysis Module: Vol/Sat : 0 . 00 0 . 18 0 .10 0 . 00 0 . 14 0 . 03 0 . 07 0 .53 0 .53 0 .10 0 .39 0 . 07 Crit Moves: **** **** i **+* **tt Green/Cycle: 0 .29 0 .18 0 .18 0 .29 0 . 18 0 . 18 0 . 08 0 .53 0 .53 0 . 10 0 .55 0 .55 ' Volume/Cap: 0 . 00 0 .99 0 .57 0 . 00 0 . 78 0 . 15 0 . 83 1. 00 1 . 00 1 . 00 0 .72 0 .13 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 42 . 0 71 .0 37 .4 43 . 1 44 . 0 33 .3 62 . 7 29 .3 29 .3 90 .2 11. 1 6 .8 , User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 42 . 0 71. 0 37 .4 43 . 1 44 . 0 33 . 3 62 . 7 29 .3 29 .3 90 .2 11 . 1 6 .8 Queue: 3 15 6 5 9 1 5 69 9 9 36 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach ' MITIG8 Fri Jul 3 , 1998 16 : 14_54 Page ----- ------- -------- ----- - ---------------- --- - - - - - - - Patton Station Year 2015 With Project AM Peak Hour. A --------------------------------- - --------------------------------- -- ----- - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) **r4+x##}+*#}tr t}}y}tt}#x}*+#it#trxttttxttr#t+#x}t+#++rfi#++txt#rx+trt#trtrr*rrrr Intersection #50 Victoria Ave. (NS) / Pacific St . (EW) tr+xr#rxtr+r xxxx++++tx x++tt+xr+xr+t+#x+t}+rtxtt+tt#xt+ttrrxtx+#r'x+++ttrrrxrrrrrx Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 607 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13 . 6 Optimal Cycle: 60 Level Of Service : B rfi tx#xtxtr+txxt}#xt++}+xrx+t##tt+x+tt}#xttt#tt}+t#rxttxttxttx}ttx++xx++xtttxtx#x Approach: North Bound South Bound East Bound West Bound Movement: L T R L T - R L - T - R L - T - R ------------ --------------- 11 ------------- 'Control : Protected Protected II Permitted II Permitted Rights : Include Include Include Include Min. Green: 10 18 18 10 18 18 10 15 15 10 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 - I --------------- � � --------------- � � --------------- � � - -------------- � �olume Module: ase Vol : 115 368 46 108 277 58 40 270 201 43 143 79 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 kn*tial Bse: 115 368 46 108 277 58 40 270 201 43 143 79 dded Vol : 0 34 0 0 28 8 10 0 0 0 0 0 asserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 115 402 46 108 305 66 50 270 201 43 143 79 ser Adj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 HF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 .95 0 . 95 0 . 95 0 .95 0 .95 PHF Volume: 121 423 48 114 321 69 53 284 212 45 151 83 educt Vol : 0 0 0 0 0 0 0 0 0 0 0 0 educed Vol : 121 423 48 114 321 69 53 284 212 45 151 83 CE Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 .00 1.00 MLF Add : 1, 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 .00 1. 00 1 . 00 (anal Vol . : 1 121 423 48 114 321 69 53 284 212 45 151 83 aturation Flow Module: ----- --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 djustment : 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 .00 1.00 anes : 1 . 00 0 .90 0 .10 1. 00 0 . 82 0 .18 0 . 16 0 .84 1 . 00 0 . 16 0 .54 0 .30 final Sat . : 1700 1617 183 1700 1482 318 283 1517 1800 290 974 535 ------------ ---------- ----- l ------ -------------- --------------- apacity Analysis Module : of/Sat : 0 . 07 0 .26 0 .26 0 . 07 0 .22 0 . 22 0 . 19 0 . 19 0 . 12 0 .15 0 .15 0 .16 Crit Moves : +**+ rt++ #r+, reen/Cycle: 0 .20 0.40 0 .40 0 . 17 0 .36 0 .36 0 .29 0 .29 0 .29 0 .29 0 .29 0 .29 olume/Cap: 0 .35 0 .66 0 . 66 0 .40 0 . 60 0 . 60 0 . 66 0..66 0 .41 0 .54 0 .54 0 .54 ----------- I --------------- --------------- --------------- --------------- I Level Of Service Module: 1elay/Veh: 16 . 7 11 . 2 11 .2 18 . 6 11 . 8 11 . 8 15 . 9 15 . 9 13 .4 14 .5 14 .5 14 .5 ser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 djDel/Veh: 16 . 7 11 .2 11 .2 18 . 6 11 . 8 11 ..8 15 .9 15 . 9 13 .4 14 .5 14 .5 14 .5 Queue : 2 6 1 2 5 1 1 5 3 1 2 1 ##x++xx+}xt#tt}+ttttttt+ttt++tttt+tr+rttt++tt#t+ttt+tttttt+rtttttt++tt+tt+t++++ Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 - Fri-Jul 3 , 1998 16 : 16 : 39 , ----------- -- Page Patton Station ---- - --- - Year 2015 With Project ' ---------------------------------PM-Peak Hour ---------------------- ------ -- Level Of Service Computation Report - 1994 HCM Operations Method (Future Volume Alternative) ' +xx+tx+t+tt+ttxt+t+t+ttxt+tt+ttt+*t+t++*txt*+tt+x+x+x+x+t***xtxxxt*txt**xxtx++xx Intersection #50 Victoria Ave. (NS) / Pacific St . (EW) ++xx+xtt+x**xtx+x+xt+x+#*x+xttt+++t+*txx+tt+t*tt*ttttxttxxxx+t****+x***r*+x++xr� Cycle (sec) : 60 Critical Vol . /Cap. (X) : Loss Time (sec) : 9 (Y+R 4 sec) Average Delay 0 . 724 Optimal Cycle: 60 g y (sec/veh) : 14 . 8 tt+*xt+x++ttxtt+xtxx+x+x+*x+t+*+tx+xt ttLex+*tO*xte rvice : tt*t+txxt++*x*tt++Bt+tt' Approach: North Bound South Bound East Bound Movement : L - T - R L - T R L _ West Bound ------------ T - R L - T - R ------------ _ Control : Protected II ------------ ' Protected Permitted - II --------------- Rights : Include Include Include Permitted Min. Green: 10 18 18 10 18 18 10 15 15 10 Include 15 Lanes : 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 00 Volume Module: ------ II --------------- II --------------- II --------------- Base Vol : 122 315 57 112 465 71 42 157 148 31 253 46 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1100 1 . 00 1 . 00 1 . 00 ' Initial Bse: 122 315 57 112 465 71 157 148 31 253 46 1. 00 42 Added Vol : 0 50 0 0 45 13 15 0 0 0 0 PasserByVol : 0 0 0 0 0 Initial Fut : 122 365 57 112 510 84 0 0 0 0 0 6 57 57 48 31 253 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.100 1 .100 1 . 00 1. 00 1 . 00 , PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0. 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume : 128 384 60 118 537 88 60 165 156 33 266 48 Reduct Vol : 0 0 0 0 0 0 0 0 0 Reduced Vol : 128 384 60 118 537 88 60 165 156 33 266 48 ' PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 MLF Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 Final Vol . : 128 384 60 118 537 88 60 165 156 33 266 48 ' ------------ ____ --------- : -- II --------------- Saturation F ow Module: II ----------- II --------------- I Adjustment : 0894 1800 1800 0894 1800 1 . 00 1800 1800 1800 1800 1800 1800 Lanes : 1 . 00 0 . 86 0 . 14 1 . 00 0 . 86 0 . 14 0 .27 0 . 73 1 . 00 0. 09 0. 77 0 .14 Final Sat. : 1700 1557 243 1700 1547 253 480 1320 1800 171 1380 249 ( ' ------------ --------------- I --------------- II ---- Capacity Analysis Module: ----------- II --------------- Vol/Sat: 0 . 08 0.25 0 .25 0 . 07 0 .35 0 .35 Crit Moves : **** 0 . 12 0 .13 0 . 09 0. 19 0 .19 0 .19 t+tt Green/Cycle: 0 .17 0.39 0 .39 0 . 21 0 .43 0 .43 0 .25 0 .25 0 .25 0 .25 0*25 0 .25 ' Volume/Cap: 0 .45 0 . 64 0 . 64 0 . 32 0 . 80 0 . 80 0 . 50 0 .50 0 .35 0 . 77 0 . 77 0 . 77 Level Of Service Module - II -------- II --------------- UseryDelAdj : 1900 1100 1100 1600 1 . 00 1 . 00 1500 1500 1400 1800 1800 1800 ' AdjDel/Veh: 19 . 0 11 .4 11 .4 16 . 0 12 . 8 12 . 8 15 . 6 15 . 6 14 .5 20 .5 20.5 20 . 5 Queue: 2 6 1 2 9' 2 t+t++t++t+tt+*tt*t+t+tt+++t+**tt*+t++t++t++ttt+txtt*ttt++t+++t+++t+++t+tttt+t+tt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K 6 J.K, Newport Beach ' MITIG8 Fri Jul 3 , 1998 16 : 15 : 06 Pa g , -------------------------------- --------------- - - -- - --- - - ------ --- - -- - - - - - Patton Station Year 2015 With Project ---- --- - - -AM Peak Hour ------------------ ------------------------------------- ---- -- - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *+x+t+xtt}}}tt+}#tt xtt t}tt#tttt t+t+tt tt}x#t t+xt txtx t#txxt+tttttr#t#t}+#}rx*#+++* intersection #54 Victoria Ave . (NS) / Baseline St . (EW) +*+t#t+*t tttt tt t+xttt+t}*txt+*t+++t+tt++++t+#t#+++++*+#}++++*r}t+t}#+t++x}++*x++ Cycle (sec) : 69 Critical Vol . /Cap . (X) : 0 . 600 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19 . 9 Optimal Cycle: 69 Level Of Service: C +*t#t#t}t#xtt tt##*t}#xxt#t##tt+x x+tt#it44+44}t+#*+t*x#xtt+*#t+t}x#}txttttt+it+x* Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T R L T R L - T - R ---------- -- ► --------------- II --------------- Control : Protected Protected II Protected - II --------- Rights : include Include Include Protected Min. Green: 10 19 19 10 19 19 10 18 18 10 Include 18 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------ -- I --------------- II --------------- II --------------- II --------------- I Volume Module: Base Vol : 67 285 37 190 437 128 91 396 41 94 555 169 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse.: 67 285 37 190 437 128 91 396 41 94 555 169 Added Vol : . 0 17 0 0 14 14 17 0 0 0 0 0 PasserByVOl: 0 • 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 67 302 37 190 451 142 108 396 41 94 555 169 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 PHF Volume: 71 318 39 200 475 149 114 417 43 99 584 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 318 39 200 475 149 114 417 43 99 584 178 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 MLF Ad] : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 Final Vol . : I 71 318 39 200 475 149 114 417 43 99 584 178 Saturation Flow Module------ II --------------- II --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 1 . 00 1 . 78 0 . 22 1 . 00 1 .52 0 .48 1 . 00 1 . 81 0 . 19 1 . 00 1 .53 0 .47 Final Sat'. : 1700 3207 393 1700 2740 860 1700 3263 337 1700 2759 841 ------------ I -------------- Capacity Analysis Module: --------------- --------------- Vol/Sat : 0 . 04 0 .10 0 .10 0 .12 0 .17 0 . 17 0 . 07 0 .13 0 . 13 0 . 06 0 .21 0 .21 Crit Moves : +tt+ tt++ }++x }#tt Green/Cycle : 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .26 0 .26 0 . 14 0 .26 0 .26 Volume/Cap: 0 .29 0 .36 0 . 36 0 . 81 0 . 63 0 . 63 0 .46 0 .49 0 .49 0 .40 0 . 81 0 . 81 ------ ------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: elay/Veh: 21 . 8 15 .4 15 .4 33 .3 17 .4 17 .4 23 .1 16 . 9 16 .9 22 . 5 21 .4 21.4 User DelAdj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 djDel/Veh: 21 . 8 15 .4 15 .4 33 . 3 17 .4 17 .4 23 . 1 16 .9 16 .9 22 . 5 21 .4 21 .4 Queue : 1 5 1 5 8 3 2 7 1 2 12 4 '+*t}#t}*+}*+*t}t+t+tt tt t*t#t t#tt ttt*tttttt x+t tt}t tttttttt}+ttt++++t+++t++ttt+tt} Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach A 1 MITIG8 Fri Jul 3 , 1998 16 : 16 :43 - - - - - ------- -- -- ----- - -- ----`-- aa_ :- _ - ---- - ------ -------- - ---- - ----- - - - - - - - - Patton Station Year 2015 with Project ' ---------------------------------PM-Peak Hour Level Of Service Computation Report ---- 1994 HCM Operations Method (Future Volume Alternative) Intersection #54 Victoria Ave. (NS) / Baseline St . (EW) enat*##*}*t#fie#*}}*Ye#*a}*atenefiYeetata*ifi}*#a#eYe Y*}***e#**anfi#a#ana*Y*vY##vfiYY' Cycle (sec) : 69 Loss Time (sec) : Critical Vol . /Cap. (X) : 0 . 697 12 (Y+R 4 sec) Average Delay (sec/veh) : Optimal Cycle: 69 Level Of Service : 20 . 1 lteen*er vice : }**fiteet#a**etttat**}ttn' Approach: North Bound South Bound East Bound Movement : L - T - R L T - R L - T _ R West Bound ------------ _ _ _ L - T - I ----------- - ______ R Control : Protected II Protected Protected--- rotected - II --------------- ' Rights : Include Include Protected Min. Green: 10 19 19 10 19 19 10 Include 18 10 Include 18 Lanes : 1 0 1 1 0 1 0 Volume Module: ------ � I -------------- -------------- II -------------- Base Vol : 128 488 179 147 266 117 155 603 92 52 466 120 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 Initial Bse : 128 488 179 147 266 117 155 603 92 52 466 120 ' Added Vol: 0 25 0 0 22 22 25 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 initial Put : 128 513 179 147 288 139 180 603 92 52 466 120 , User Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 .95 0 . 95 0 .95 0 . 95 PHF Volume: 135 540 188 155 303 35 97 55 491 126 0.95 0 .95 0.95 146 189 6 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 135 540 188 155 303 146 189 635 97 55 491 126 PCE Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1.00 1. 00 1 . 00 1 . 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1. 00 Final Vol. : 135 540 188 155 303 146 189 635 97 - --------------- --------------- I ' -------------- 55 491 126 S-a-t-u-r-a-t-i-o-n--F ow Module : II ------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 . 94 1. 00 1 . 00 1800 1800 1800 1800 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1.00 , Lanes : 1. 00 1.48 0 .52 1 . 00 1.35 0 . 65 1. 00 1. 73 0 .27 1 . 00 1 .59 0 .41 Final- - Sat . : 1700 2670 930 1700 2429 1171 1700 3123 477 1700 2865 7351 ----- -- Capacity Analysis Module : -------'- Vol/Sat : 0 . 08 0 .20 0 .20 0 . 09 0 .12 0 . 12 Crit Moves : 0 . 11 0 .20 0 .20 0 . 03 0 .17 0 . 17 #e}* a*e* Green _ e*** }e}* Volume Cape 0 . 55 0 .73 0 . 73 0 . 63 0 .45 0 .45 0 . 77 0 . 78 0 . 78 0 .22 0 .66 0 . 66 ' Level Of Service Module - II � I ------ --"---- II --------------- i Delay/Veh: 24 . 1 18 . 8 18 . 8 25 . 6 16 . 0 16 . 0 30 .5 20 .5 20 .5 21 . 6 18 .4 18 .4 ' User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 24 . 1 18 . 8 18 .8 25 . 6 16 . 0 16 . 0 30 .5 20 .5 20 .5 21. 6 18 .4 18 .4 Queue: 3 10 4 3 5 2 4 12 **}e**etae*aee tee}#*a}aeeaeet*te*t}e}*e**+rte**#satae}t*}eet*+etee}e+a*t+et}*ete , Traffix 6 . 8 . 0827 (c) 1996 Dowling ASSOC . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 15 : 18 Paae -_- : -------- --- ------ -- --------- - ------------ ------ - - - - -- --- - - - - - -- - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ##t**#}*}}t t*t*x x x t t t}x x}}t}}#4}}x#•x x#•t x#•}x}#}*t}t##Y##*x##*###Y Y Y x#Y*#Y*Y Y#t Y Y Y Intersection #7 Patton State Hospital (NS) / Highland Ave. (EW) u Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 709 u Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 39 . 1 Optimal Cycle : 60 Level Of Service : D }x4}##*x*#xxx+*x***#Y*txx*x}#*;+xtxxttttxtttxtYxt+#t*}*}x4f}tit#+*xtxx} Approach: North Bound South Bound East Bound West Bound Movement**t#x##x#: L T - R L - T - R L - T R L - T R ----- ----- -- I --------------- II -------------- - --- Control : Permitted Permitted II Protected II - e Rights : Include Include Include Protec- ted Min. Green: 22 22 22 22 22 22 10 15 15 10 Include 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1- I 1 0 1 1 0 ---------- I --------------- II ------------- - Volume Module: - II -------------- I --------------- i Base Vol : 0 0 0 48 0 69 317 767 0 0 933 175 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Initial Bse : 0 0 0 48 0 69 317 767 _ 0 0 933 175 Added Vol : 138 3 66 0 3 0 0 0 172 82 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 138 3 66 48 3 69 317 767 172 82 933 175 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1.00 PHF Adj : 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 .95 0 .95 0.95 0 -95 0 . 95 0 .95 0 .95 PHF Volume: 145 3 69 51 3 73 334 807 181 86 982 184 ,Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 145 3 69 51 3 73 334 807 181 86 982 184 PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1.00 1. 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1.00 Final Vol . : 1 145 3 69 51 3 73 334 807 181 86 982 184 Saturation Flow Module------ II --------------- II --------------- II --------------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 0 .94 1.00 1 . 00 0 . 94 1.00 1.00 Lanes : 0 . 98 0. 02 1. 00 0 . 94 0 . 06 1 . 00 1. 00 2 . 00 1. 00 1 . 00 1.68 0 .32 Final Sat. : 1764 36 1800 1700 100 1800 1700 3600 1800 1700 3032 ' 568 --------------- II --------------- II --------------- II --------------- I Capacity Analysis Module : tol/Sat : 0 . 08 0 . 08 0 . 04 0 . 03 0 . 03 0 . 04 • 0 .20 0 .22 0 . 10 0 . 05 0 .32 0.32 Crit Moves : ++++ x+#t ttt+ reen/Cycle : 0 . 37 0 .37 0 .37 0 . 37 0 .37 0 .37 0 . 18 0 .29 0 .29 0 . 19 0 .30 0 .30 olume/Cap: - I - II 0 .22 0.22 0 . 10 0 . 08 0 . 08 0 . 11 1 . 08 0 . 77 0 . 35 0 .26 1 . 08 1. 08 ---------- ---- ---------- II --------------- --------------- II --------------- I Level Of Service Module: elay/Veh: 9 . 3 9 .3 8 . 8 8 . 8 8 . 8 8 . 8 78 .9 16 . 7 12 . 8 16 . 6 57 . 8 57. 8 ser DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 djDel/Veh: 9 . 3 9 .3 8 . 8 8 . 8 8 . 8 8 . 8 78 . 9 16 . 7 12 . 8 16 . 6 57.8 57 .8 Queue : 2 0 1 1 0 1 13 13 2 1 32 8 . �#xx+xrxxx}xtxtxtxxttt t}xt+}t ttt xttxx}+tt+t+x}xt++tx+*xtx}x+t#xxtt*tt+tx++xttt+t Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIGB Fri Jul 3 , 1998 16 : 16 :47 ' Page -------------------------- - - ------- - --- - -- --- - - - - - Patton Station Year 2015 With Project PM Peak Hour ----------------------------------------------------- ---- - -- - - - - -- - Level Of Service Computation Report ' 1994 HCM Operations Method (Future Volume Alternative) ***#*t#+t+***r##t*+**r###t#+#+t#+t#t#tt+xx+#tt rtt*#++tt#t}x#+rttr#t+t#*rtxrrrt** Intersection #7 Patton State (NS)Hospital P ( / Highland Ave . (EW) #r#tt*++rrxxxxxt*xx#rrx#*++t#t}x}trx+xtr+r*#tx#tx#x+t+*#+##+*+}+**#txrtrrxr#t*#� Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 638 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 15 . 0 Optimal Cycle: 120 Level Of Service: C t x+x#+rx#r*x}*xt}x*t#t*#x**+*x r*#t*#trt*}+t#x#+#t}tx}rtxt*x+#xx}xt*+#rttxxx+rrx� Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R ------------ I -------------- ------------ Control : Permitted Permitted Protected Protected Rights : Include Include Include Min. Green: 22 22 22 include 22 22 22 10 15 15 10 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 2 Volume Module: II -'--'-------- ------------- Base Vol : 0 0 0 153 0 274 68 1217 0 0 1157 18 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse : 0 0 0 153 0 274 68 1217 0 0 1157 18 1 Added Vol : 225 4 108 0 5 0 0 0 249 120 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 225 4 108 153 5 274 68 1217 249 120 1157 18 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 . 95 0 .95 0 .95 0 .95 PHF Volume: 237 4 114 161 5 288 72 1281 262 126 1218 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 19 9 , Reduced Vol: 237 4 114 161 5 288 72 1281 262 126 1218 19 PCE Adj : 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 MLF Add : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 Final Vol . : 1 237 4 114 161 5 288 72 1281 262 126 1218 19 FlI' Saturation F10-w - --------------- II --------------- II --------------- Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 0 . 94 1. 00 1. 00 0 . 94 1. 00 1. 00 Lanes : 0 .98 0 . 02 1 . 00 0 . 97 0 . 03 1 . 00 1 . 00 2 . 00 1 . 00 1. 00 1 .97 0 . 03 Final Sat . : 1770 30 1800 1746 54 1800 1700 3600 1800 1700 3545 55 ------------ I --------------- II --------- - Capacity Analysis Module: II -- - II -- -----" I ' V01/Sat : 0 . 13 0 .13 0 . 06 0. 09 0 . 09 0 . 16 0 . 04 0.36 0 . 15 0 . 07 0 .34 0 .34 Crit Moves : **** #### }#*t Green/Cycle : 0 .25 0 .25 0 .25 0 .25 0 .25 0 .25 0 . 08 0 .56 0 .56 0 . 12 0 .59 0 . 59 ' Volume/Cap: 0 .53 0.53 0 . 25 0 .37 0 . 37 0 . 64 0 .51 0 . 64 0 .26 0 . 64 0 . 58 0 .58 ------------ I --------------- II --------------- Level Of Service Module: II -- I � ______------"' I Delay/Veh: 30 . 9 30 .9 28 . 0 29 . 029 . 0 32 . 7 46.5 9 . 6 7 . 0 45 . 8 7.2 7 .2 , User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 30 . 9 30 . 9 28 . 0 29 . 0 29 . 0 32 : 7 46 .5 9 . 6 7 . 0 45 . 8 7 .2 7 .2 Queue : 7 0 3 4 0 9 2 30 5 4 26 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' MITIG8 Fri Jul 3 , 1998 16 : 53 : 29 Page =- - ------------- - --- ----------------- ---- ------ ---- ----- -- --- - -- - - - - - - - - - - - - - - - - - - - -Patton Station Year 2015 With Project AM Peak Hour ---------------------------------------------------------------- ----- ------ - - --- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++#++++++++#+#++#++++++++#+++++++++++#x*++x++#++++xx+++++++++xtx++xx+xxxxxr++rxx Intersection #8 Central Ave. (NS) / Highland Ave . (EW) +xx++x+x+#+x+x+++xt+x++xx+++++x+#+++x++x+x++xx+xx++++++#x+x+#+x#++++++xtx++++rrr eCycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 538 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 0 Optimal Cycle: 60 Level Of Service : A Approach: North Bound South Bound East Bound West Bound Movement ; L - T - R L - T - R L - T - R L - T - R ----------- ------------- ------- - - ' Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ----- I --------------- --------------- --------------- --------------- � Volume Module : Base Vol : 144 0 58 0 0 0 0 848 50 9 1164 0 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 : 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 144 0 58 0 0 0 0 848 50 9 1164 0 Added Vol : 0 0 3 0 0 0 0 66 0 3 82 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 144 0 61 0 0 0 0 914 50 12 1246 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 . 95 0 . 95 PHF Volume: 152 0 64 0 0 0 0 962 53 13 1312 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 152 0 64 0 0 0 0 962 53 13 1312 0 PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 MLF AdD : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 'Final Vol . : J 152 0 64 0 0 0 0 962 53 13 1312 0 Saturation Flow Module : ----- --------------- --------------- --------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 'Adjustment : 1 . 00 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 70 0 . 00 0 .30 0 . 00 0 . 00 0 . 00 0 . 00 1 . 90 0 . 10 1. 00 2 . 00 0 . 00 Final Sat . : 1267 0 533 0 0 0 0 3412 188 1700 3600 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: of/Sat : 0 . 12 0 . 00 0 . 12 0 . 00 0 . 00 0 . 00 0 . 00 0 .28 0 .28 0 . 01 0 .36 0 . 00 Crit Moves : **** #+++ 1 reen/Cycle: 0 . 33 0. 00 0 .33 0 . 00 0 . 00 0 . 00 0 . 00 0 . 57 0 . 57 0 .57 0 .57 0 . 00 1olume/Cap: 0 . 36 0. 00 0 .36 0 . 00 0 . 00 0 . 00 0 . 00 0 . 50 0 . 50 0 . 01 0 . 64 0 . 00 - ----------- I --------------- --------------- --------------- --------------- I Level Of Service Module: elay/Veh: 11 . 2 0 . 0 11 .2 0 . 0 0 . 0 0 . 0 0 . 0 4 . 0 4 . 0 2 . 8 4 . 7 0 . 0 ser DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 djDel/Veh: 11 .2 0 . 0 11.2 0 . 0 0 . 0 0 . 0 0 . 0 4 . 0 4 . 0 2 . 8 4 . 7 0 . 0 Queue: 2 0 1 0 0 0 0 10 1 0 15 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach i , MITIGB Fri Jul 3 , 1998 16 : 54 : 12 Page , --------------------------------------------------- ------- - --- --- - - - - - - - - - - - - - - - Patton Station , Year 2015 With Project PM Peak Hour -------------------------------------------------------------- -------- --- - - ----- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++++++++++xxxxxxx++x+x+x##+++#xxx+++xxxx+#+xxxx++++++x++x++xx+xxx++++r++x+++xxx+ Intersection #8 Central Ave . (NS) / Highland Ave . (EW) +xxxxxxx+++x+++++++++xxxxxxxxx+++x+++xx+++++x+xxxxx++++++++xxx+++x+x+++++++++xxx Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 600 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 6 . 4 Optimal Cycle : 60 Level Of Service : B +xxxxx++xxxxxxxxxxxxxxxxxxxx+++++xx++++xxx+x++xxxx+++++xx++++++x+++++++x+xx+++xx , Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ ----------- -------------- 11 ------- -------- Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 15 15 0 Lanes : 0 0 1 ! 0 0 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------ I --------------.- I1 --------------- II --------------- II --------------- I 1 Volume Module : Base Vol : 76 0 23 0 0 0 0 1450 83 15 1194 0 Growth Adj :. 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 ' Initial Bse: 76 0 23 0 0 0 0 1450 83 15 1194 0 Added Vol : - 0 0 4 0 0 0 0 108 0 5 120 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 76 0 27 0 0 0 0 1558 83 20 1314 0 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0. 95 0 .95 0 .95 PHF Volume: 80 0 28 0 0 0 0 1640 87 21 1383 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 80 0 28 0 0 0 0 1640 87 21 1383 0 PCE Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 MLF Add : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 Final Vol . : I 80 0 28 0 0 0 0 1640 87 21 1383 0 Saturation Flow Module: - II --------------- II --------------- II -----------"-- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment : 1 . 00 1 . 00 1 . 00 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 Lanes : 0 . 74 0 . 00 0 .26 0 . 00 0 . 00 0 . 00 0 . 00 1.90 0 . 10 1. 00 2 . 00 0 . 00 Final Sat . : 1333 0 467 0 0 0 0 3419 181 1700 3600 0 ------------ I --------------- II --------------- II --------------- II --------------- I 1 Capacity Analysis Module : Vol/Sat : 0 . 06 0 . 00 0 . 06 0 . 00 0 . 00 0 . 00 0 . 00 0 .48 0 .48 0 . 01 0 .38 0 . 00 Crit Moves : **** xxx+ Green/Cycle : 0 . 33 0 . 00 0 .33 0 . 00 0 . 00 0 . 00 0 . 00 0 .57 0 . 57 0 . 57 0 .57 0 . 00 Volume/Cap: 0 . 18 0 . 00 0 . 18 0 . 00 0 . 00 0 . 00 0 . 00 0 . 85 0 . 85 0 . 02 0 . 68 0 . 00 , ------------ I --------------- II --------------- II --------------- II --------------- I Level Of Service Module: Delay/Veh: 10 . 3 0 . 0 10 .3 0 . 0 0 . 0 0 . 0 0 . 0 7 . 3 7 .3 2 . 8 5 . 0 0 . 0 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 Adj Del/veh: 10 .3 0 . 0 10 .3 0 . 0 0 . 0 0 . 0 0 . 0 7 . 3 7 .3 2 . 8 5 . 0 0 . 0 Queue : 1 0 0 0 0 0 0 25 2 0 17 0 xxxxxxx+x+x+xx+xxx xxxx++xxxxx xxxx++++x++xx+x+xx+xx+x+xxx+txx+++xxx++xx+x+xxx+xx+, Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIGS -- ---- Fri Jul 3 , 1998 16 : 19 : 13 -- ----- ------ - - -- -- ------- "ace ------------------- - -- - --- --- - - - ---- - - - - - - - Patton Station - - - -_--- -- Year-2015 With Project AM Peak Hour ------------------------ Level Of Service Computation Report---------- x+xt x*+t+t++99+x+iCMUnsfirtg++a**+*a+Method (Future volume Alternative) Intersection #38 Central Ave. (NS) tt xt+xt xx+t+t x+x+tx+t+t++++t+t++tr+/x Project xEntrance t*Ew:ttttxttt+:+++trrxr+t++ Average Delay (sec/veh) : 0 . 8 ' t xtt+t+tt x+t+t xxxt x+t xxt+t x+xxxt+x+x+tt+x+++Worst x Case+Level+O+x Service : txtxr++tB Approach: North Bound South Bound East Bound Movement : L - T - R L - T R L T R West Bound -------- ---- --------------- ------------Control: Uncontrolled � � --Uncontrolled II ------------- Rights : Include Stop Sign Stop Sign Lanes : 1 0 1 0 0 0 0In00 1 0 1 OIncluOe 1 0 OInclupe 0 - ------- --------- Volume Module: ------ 11 --------------- --------------- --------------- � Base Vol: 0 202 0 0 59 0 0 0 0 0 0 0 Growth Adj : 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 0 0 0 0 0 0 1 . 00 Initial Bse: 0 202 0 0 59 0 Added Vol : 51 0 0 0 0 PasserByVOl : 0 0 3 3 0 41 0 0 0 Initial Fut : 51 202 0 0 59 3 3 0 41 0 0 0 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 . 95 0 . 95 0 .95 0 .95 PHF Volume: 54 213 0 0 62 3 3 0 43 0 0 0 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 54 213 0 0 62 3 3 0 43 0 0 0 Adjusted Volume Module: Grade: 0'k 0 $ Cycle/Cars: xxxx XYYY 0$ 0$ W Truck/Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Ad ' : xX xxxx xxxx xxxx. 1. 1 . 10 1. 00 1 . 1 . 1 1 . 00 1 . 10 1 . 00 1 . 00 1 .10 1 . 10 1 . 10 1 . 10 1. 10 1 . 10 1ECycl/Car PCE: xxxx xxxx xxxx xxxx rck/Cmb PCE: xxxx xxxx XXxx 7c7OCx 7cancx XX7tX dj Vol . : 59 213 0 xxxx xxxx xxxx xxxx 0 62 xxxx xxxx Critical Gap Module: 3 3 0 47 0 0 0 oveUp Time: 2 . 1 xxxx xxxxx ritical Gp: 5 . 0 xxxx xxxxx xX xxxx x7C7[7Cx 3 .4 xxxx 2 . 6 xxxxx X.3= xxxxx _ xxxx xxxxx 6 .5 xxxx 5 .5 xxxxx xxxx xxxxx Capacity ModI--------------- 11 --------------- � � --------------- 11 --------------- � Adnflict Vol : 65 xxxx xxxxx xxxx xxxx xxxxx 330 xxxx 64 xxxx xxxx xxxxx eCapCap 1596 00 xxxx xxxx xxxx xxxxx 682 xxxx 1285 xxxx xxxx xxxxx Move Cap. : 1596 xxxx xxxxx xxxxx xxxxx 0 . 96 xxxx 1. 00 xxxx xxxx xxxxx I ------------- xxxxx 657 xxxx 1285 xxxx xxxx xxxxx ----------- ______________ evel Of Service Module: - II --------------- ----------------'----'-- II - topped Del : 2 . 3 xxxx xxxxx xxxxx xxxx xxxxx OS by Move: A 5 .5 xxxx 2 .9 xxxxx xxxx xxxxx t + t + + movement : LT - LTR B * A Cap. : xxxx xxxx * x x ared Ca - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shad StpOe1:XXXXX XXXX xxxxx XXXXX XXXX xxxxx xxxxx xxxxx XXXx x7C7C7Cx ared LOS: x + + proachDel : 0 . 5 * * * x + + 0 . 0 3 . 1 � 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 19 : 41 Page 1-1 ' --------------- -------- -- --------------------------- ----- -- - - -- - - -- - - - - - - - - - - - - - Patton Station Year 2015 With Project , PM Peak Hour ----------------------------------------------------------------- ---- ------ --- - - Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) Intersection #38 Central Ave. (NS) / Project Entrance (EW) Average Delay (sec/veh) : 1 . 3 Worst Case Level Of Service : B Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ -------------- ------------- ------------- , ----------- --- Control : Uncontrolled Uncontrolled Stop Sign Stop Sign Rights : Include Include Include Include Lanes : 1 0 1 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 ------ VolumeModule. -------------- � � --------------- � � --------------- � � --------------- � Base Vol : 0 99 0 0 98 0 0 0 0 0 0 0 ' Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Initial Bse : 0 99 0 0 98 0 0 0 0 0 0 0 Added Vol : 75 0 0 0 0 5 4 0 67 0 0 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Fut : 75 99 0 0 98 5 4 0 67 0 0 . 0 User Adj : 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 . 95 0 . 95 PHF Volume: 79 104 0 0 103 5 4 0 71 0 0 0 , Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 79 104 0 0 103 5 4 0 71 0 0 0 Adjusted volume Module: Grade : 0%; 0%; 0% 0% W Cycle/Cars : xxxx xxxx xxxx xxxx xxxx Xxxx xxxx xxxx %- Truck/Comb: xxxx xxxx xxxx Xxxx xxxx XXXX xxxx X:)= PCE Adj : 1 . 10 1 . 00 1 . 00 1 . 10 1 . 00 1 . 00 1 . 10 1. 10 1. 10 1 .10 1 . 10 1 .10 Cycl/Car PCE: xxxx xxxx xxxx xxxx X.)= X)= Xxxx X3= Trck/Cmb PCE: Xxxx XXXX X)= XXXX xxxx XXXX xx7QC XYYY Adj Vol . : 87 104 0 0 103 5 5 0 78 0 0 0 Critical Gap Module : ' MoveUp Time: 2 . 1 xxxx XXXXx xxXxx xxXX XXXXX 3 .4 xxxx 2 .6 xxxxx xxxx xx.2= Critical Gp: 5 . 0 xxxx-xxxxx lxxxxx xxxx xxxxx 6 .5 xxxx 5 .5 xxxxx xxxx xxxxx ------------ ------------- ----- - --------------- 11 --------------- I Capacity Module : Cnflict Vol : 108 xxxx xxxxx xxxx xxxx xxxxx 289 xxxx 106 xxxx xxxx xxxxx Potent Cap. : 1522 xxxx xxxxx xxxx xxxx xxxxx 720 xxxx 1224 xxxx xxxx xxxxx Adj Cap: 1. 00 xxxx xxxxx xxxx xxxx xxxxx 0 . 94 xxxx 1 . 00 xxxx xxxx xxxxx Move- -- � � � � - Cap. : 1522 xxxx xxxxx xxxx xxxx xxxxx 679 xxxx 1224 xxxx xxxx xxxxx ---- ----- --------------- --------------- -------------- Level Of Service Module: Stopped Del : 2 .5 xxxx xxxxx xxxxx xxxx xxxxx 5 .3 xxxx 3 .1 xxxxx xxxx xxxxx LOS by Move: A * # # + fi B } A Movement : LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx root xxxxx Shrd StpDel :xxxxx xx xxxxx xX x� xx xX xxxx xxxxx xxxxx XXXX Xxxxx ' Shared LOS: * # + } } + + } ApproachDel : 1 . 1 0 . 0 3 .2 0 . 0 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Fri Jul 3 , 1998 17 : 11 : 04 Page --_ ----------------- -------------------------- --------- --- ---- - - - - ---- - - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour ------------------------------------------------------------ - ------- --- - - - ------ Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #39 Central Ave . (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 254 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 7 Optimal Cycle : 60 Level Of Service: g Approach: North Bound South Bound East Bound West Bound Movement : L T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 -------------- Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 15 15 15 15 15 15 15 15 15 15 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ----- I --------------- --------------- --------------- Volume Module: 11 --------------- t Base Vol : 80 25 55 49 19 6 61 164 13 34 144 97 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 80 25 55 49 19 6 61 164 13 34 144 97 Added Vol : 0 17 0 22 14 6 7 0 0 0 0 27 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 80 42 55 71 33 12 68 164 13 34 144 124 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 . 95 0 .95 PHF Volume: 84 44 58 75 35 13 72 173 14 36 152 131 ' Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 84 44 58 75 35 13 72 173 14 36 152 131 PCE Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 Final Vol . : 84 44 . 58 75 35 13 72 173 14 36 152 131 ------ -- ------------ � � --------------- � ---- � � --------------- � � --------------- Saturation F ow Module: Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 0 . 94 1 . 00 1 . 00 0 .94 1. 00 1. 00 Lanes : 0 .66 0 .34 1 . 00 0 .68 0 .32 1 . 00 1 . 00 0 . 93 0 . 07 1 . 00 0 .54 0 .46 Final Sat . : 1181 619 1800 1227 573 1800 1700 1665 135 1700 967 833 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: vol/Sat : 0 . 07 0 . 07 0 . 03 0 . 06 0 . 06 0 . 01 0 . 04 0 . 10 0 . 10 0 . 02 0 .16 0 .16 Crit Moves : +**+ }*•* Green/Cycle: 0 .28 0 . 28 0 .28 0 . 28 0 .28 0 .28 0 . 62 0 . 62 0 . 62 0 . 62 0 . 62 0 . 62 Volume/Cap: 0 .25 0 .25 0 . 11 0 .22 0 .22 0 . 03 0 . 07 0 . 17 0 . 17 0 . 03 0 .25 0 .25 ------------ I --------------- --------------- --------------- Level Of Service Module: flI�Delay/Veh: 12 . 8 12 . 8 12 . 2 12 . 6 12 . 6 11 . 9 1 . 8 1 . 9 1 . 9 1 .8 2 . 1 2 . 1 NUser DelAdj : 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 AAdjDel/Veh: 12 . 8 12 . 8 12 .2 12 . 6 12 . 6 11 . 9 1 . 8 1 . 9 1 . 9 1 . 8 2 . 1 2 .1 Queue: 1 1 1 1 0 0 0 1 0 0 1 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach II , MITIG8 Fri Jul 3 , 1998 17 : 11 :44 Page ------------- - -- - - ------ ----------- - - ------------ -- --- --- -- - - - - -- - - - -- - - - - - - - - - - •Patton Station Year 2015 With Project ' PM Peak Hour ------------------------------------------------------------------------ ---- -- -- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +x#x##++++##+#+#+#+#++###xx###+++xxx#+#x#+++##++++x#++xxxxxxxx#++xx#++#+xxxxx++ Intersection #39 Central Ave. (NS) / Pacific St . (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 270 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 6 . 6 Optimal Cycle: 60 Level Of Service : B Approach: North Bound South Bound East Bound West Sound Movement : L _ T _--R L - T - R L - T - R L - T - R ------------ I - II --------------- II --------------- II --------------- I, Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 15 15 15 15 15 15 15 15 15 15 15 15 Lanes : 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 0 1 0 ------------ I --------------- II --------------- II --------------- II -------------- - I' Volume Module: Base Vol : 105 23 163 82 20 15 32 200 51 57 129 59 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 : 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 105 23 163 82 20 15 32 200 51 57 129 59 ' Added Vol : 0 25 0 36 22 9 10 0 0 0 0 40 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 105 - 48 163 118 42 24 42 200 51 57 129 99 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 PHF Adj : 0 . 95 0 .95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 .95 0 .95 0 .95 PHF Volume: ill 51 172 124 44 25 44 211 54 60 136 104 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 ' Reduced Vol : 111 51 172 124 44 25 44 211 54 60 136 104 PCE Ad! : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 .00 MLF Ad3 : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 .00 1. 00 1 .00 Final Vol . : 1 111 51 172 124 44 25 44 211 54 60 136 104 Saturation Flow Module - II ------'--'----- II --------------- II --------------- I Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 0 . 94 1. 00 1 . 00 0 .94 1. 00 1 . 00 , Lanes : 0 . 69 0 .31 1. 00 0 .74 0 .26 1 . 00 1 . 00 0 .80 0 .20 1. 00 0 .57 0 .43 Final Sat . : 1233 567 1800 1329 471 1800 1700 1433 367 1700 1020 780 ------------ I --------------- II --------------- II - -------------- II --------------- i1 Capacity Analysis Module: Vol/Sat : 0 . 09 0 . 09 0 . 10 0 . 09 0 . 09 0 . 01 0 . 03 0 . 15 0 . 15 0 . 04 0 .13 0 . 13 Crit Moves : ***+ #### Green/Cycle: 0 .35 0 .35 0 .35 0 . 35 0 . 35 0 . 35 0 . 55 0 .55 0 . 55 0 .55 0 .55 0 .55 ' Volume/Cap: 0 .25 0 .25 0 .27 0 . 26% 0 . 26 0 . 04 0 . 05 0 .27 0 .27 0 . 06 0 .24 0 .24 ------------ I --------------- II --------------- --------------- II --------------- I Level Of Service Module: Delay/Veh: 9 . 9 9 . 9 9 . 9 9 . 9 9 . 9 9 . 1 3 . 3 3 . 8 3 . 8 3 .4 3 . 8 3 . 8 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Adj Del/Veh: 9 . 9 9 . 9 9 .9 9 . 9 9 . 9 9 . 1 3 .3 3 . 8 3 . 8 3 .4 3 . 8 3 . 8 Queue: 1 1 2 1 1 0 0 2 0 0 1 1� Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach ' 1 aMITIG8 - Fri Jul 3 , 1998 16 : 37 : 44 Page 1-- -- ---------------------- -- - --- --- - - --- - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour -------------------------------------------------------------------------- - - - -- - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ++rx++tr#t+++++xxtttttttt#t+tx+ttttttttt++ttttttt+++++rtttt+++ttt+x+++xt+r+r+rrt Intersection #9 Orange St . (NS) / Highland Ave . (EW) xtr+txr r++++++r+xx+++++x+rt+++++++t+t+++rt++xt+t+x++rr+ttxtttr++t++++++x++++++r+ Cycle (sec) : 65 Critical Vol . /Cap. (x) : 0 .484 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 7 . 3 Optimal Cycle: 65 Level Of Service: B +++t+xt+x+xxtttttx++x+ttt+tt+++tt+tt+xtr+ttxt t+tt t+xxt++xx++rrttxtxt++++ttxrxtt+ Approach: North Bound South Bound East Bound West Bound Movement : L T R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- I1 --------------- 11 ------ --------- � Control : Permitted Permitted Permitted Permitted Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 - I --------------- � � --------------- --------------- --------------- I Volume Module: Base Vol : 100 181 34 300 204 138 76 585 47 69 723 209 Growth Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 ' Initial Bse : 100 181 34 300 204 138 76 585 47 69 723 209 Added Vol: 0 0 0 0 0 7 6 63 0 0 79 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 initial Fut : 100 181 34 300 204 145 82 648 47 69 802 209 User Adj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 PHF Adj : 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 .95 0 .95 0 .95 PHF Volume : 105 191 36 316 215 153 86 682 49 73 844 220 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 105 191 36 316 215 153 86 682 49 73 844 220 PCE Adj : 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Ad] : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 Final Vol . : 105 191 36 316 215 153 86 682 49 73 844 220 Saturation-Flow-Module :o ----- II --------------- II ------------- I --------------- I Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 180,0 1800 1800 Adjustment: 0 . 94 1. 00 1. 00 0 .94 1 . 00 1 . 00 0 . 94 1. 00 1 . 00 0 .94 1 . 00 1. 00 Lanes : 1 . 00 0 . 84 0 . 16 1 . 00 0 .58 0 .42 1 . 00 1. 87 0 . 13 1 . 00 2 . 00 1 . 00 Final Sat . : 1700 1515 285 1700 1052 748 1700 3359 241 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module : Vol/Sat: 0 . 06 0 .13 0 . 13 0 . 19 0 .20 0 .20 0 . 05 0 .20 0 . 20 0 . 04 0 .23 0 . 12 Crit Moves : +xt+ tttt Green/Cycle : 0 .42 0 .42 0 .42 0 .42 0 .42 0 .42 0 .48 0 .48 0 .48 0 .48 0 .48 0 .48 Volume/Cap: 0 . 15 0 .30 0 .30 0 .44 0 .48 0 .48 0 . 10 0 .42 0 .42 0 . 09 0 .48 0 .25 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module : ,Delay/Veh: 7 . 6 8 .2 8 .2 9 . 0 9 . 3 9 .3 5 .4 6 . 6 6 . 6 5 .4 6 . 9 5 . 9 User DelAdj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 7 . 6 8 . 2 8 .2 9 . 0 9 .3 9 .3 5 .4 6 . 6 6 .6 5 .4 6 .9 5 . 9 Queue : 1 2 0 4 3 2 1 8 1 1 10 2 �xtt+xt+ttxtttr+x**ttt***t**ttttxxxttt*xttxtttxttrtxrttxttx+tttttxxxtx+ttrr+tttxt 1 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 17 : 03 Page , - _ ' - ----- -------------------------------------- ---- --- ----------- - - - - - - - - - - - - - - - - - - Patton Station , Year 2015 With Project PM Peak Hour ------------------------------------------------------------------ - ---- - - - -- - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xx++++++++***++**+t*+*#*++++++++++++++++++x+++#xx+xx++x+xxx+++++x++x+++x++xxx+xr Intersection #9 Orange St . (NS) / Highland Ave. (EW) Cycle (sec) : 60 Critical Vol . /Cap. (X) : 0 . 594 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 5 . 7 Optimal Cycle: 60 Level Of Service: g Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ----- ------- ------------- --------- --------- -------- Control : Permitted Permitted Permitted Permitted 1 Rights : Include Include Include Include Min. Green: 20 20 20 20 20 20 15 15 15 15 15 15 Lanes : 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- 11 Volume Module : Base Vol : 91 47 71 155 50 72 189 1227 170 67 928 266 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Initial Bse : 91 47 71 155 50 72 189 1227 170 67 928 266 ' Added Vol : 0 0 0 0 0 10 9 103 0 0 115 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 91 47 71 155 50 82 198 1330 170 67 1043 266 ' User Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 .95 0 . 95 0 .95 0.95 PHF Volume: 96 49 75 163 53 86 208 1400 179 71 1098 280 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 96 49 75 163 53 86 208 1400 179 71 1098 280 PCE Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1. 00 1.00 MLF Add : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 Final Vol. : I 96 49 75 163 53 86 208 1400 179 71 1098 280 ' Saturation Flow Module : -- 11 --------------- 11 --------------- ------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 ' Adjustment: 0 .94 1 . 00 1 . 00 0 . 94 1. 00 1. 00 0 .94 1. 00 1. 00 0 .94 1.00 1. 00 Lanes : 1 . 00 0 .40 0 . 60 1. 00 0 .38 0 . 62 1 . 00 1. 77 0 .23 1. 00 2 . 00 1. 00 Final- - -- -- � � -- --- � � - Sat. : 1700 711 1089 1700 686 1114 1700 3192 408 1700 3600 1800 ----- ----- ---- --- ---- ---- --------- � � --------- --- ---------- ---- � Capacity Analysis Module : Vol/Sat : 0 . 06 0 . 07 0 . 07 0 .10 0 . 08 0 . 08 0 . 12 0 .44 0 .44 0 . 04 0 .30 0 . 16 Crit Moves : ++++ ++++ Green/Cycle : 0 .33 0 .33 0 .33 0 .33 0 . 33 0 . 33 0 . 57 0 .57 0 .57 0 . 57 0 .57 0 .57 Volume/Cap: 0 . 17 0.21 0 .21 0 .29 0 . 23 0 .23 0 .22 0 . 77 0 . 77 0. 07 0 .54 0 .27 ----- I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 10 .3 10 .4 10 .4 10 . 8 10 . 6 10 . 6 3 .2 6 . 0 6 . 0 2 . 9 4 . 2 3 .3 ' User DelAdj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1 . 00 AdjDel/Veh: 10 . 3 10 .4 10 .4 10 . 8 10 . 6 10 . 6 3 .2 6 . 0 6 . 0 2 .9 4 .2 3 .3 Queue: 1 1 1 2 1 1 2 19 3 1 12 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3- 1998 16 : 15 : 57 Page 1-_ ---------- - - ---------- -- -- ------- --- -- -- ------- --- - - -- -- ---- - - - - - - --- - - - - - - - - - - Patton Station e Year 2015 With Project AM Peak Hour ----------------------------------------------------------------- ------ -------- - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) +++++x++xxt++t+xxt*tt+#ttt t*t#++t+t++*++tt+++#tt*t*ttt++tx+tt++xxtx++xtrx+++++++ Intersection #10 Palm Ave . (NS) / Highland Ave . (EW) +ttt+#+*txttt+++tt+x++t++x+tt+tt+t+*t*+r++tt#+++ttxxt++*++ttt++ttttttt#++++++r++ Cycle (sec) : 72 Critical Vol . /Cap . (X) : 0 . 681 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 22 . 6 Optimal Cycle : 72 Level Of Service: C x**tt+***+tt**tt***t*t*t+xt+#**ttt**+t#*+*tt+#*x*t+#+t+*t+*+x#4+t**t#+t* Approach: North Bound South Bound East Bound West Bound Movement#2+#*x*Y : L T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 - Control : Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ------ I --------------- --------------- --------------- --------------- � t volume Module: Base Vol: 144 293 90 102 325 317 218 452 194 76 582 96 Growth Adj : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 144 293 90 102 325 317 218 452 194 76 582 96 Added Vol : 7 0 0 0 0 7 6 52 6 0 65 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 151 293 90 102 325 324 224 504 200 76 647 96 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1.00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 .95 0 . 95 0. 95 0 .95 PHF Volume: 159 308 95 107 342 341 236 531 211 80 681 101 IReduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 159 308 95 107 342 341 236 531 211 80 681 101 PCE Adj : 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 'MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1. 00 1. 00 1. 00 1 . 00 Final Vol . : 159 308 95 107 342 341 236 531 211 80 681 101 Saturation Flow Module: ----- --------------- --------------- --------------- � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 89 1. 00 1. 00 0 . 94 1. 00 1 . 00 0 .94 1. 00 1. 00 0 . 94 1. 00 1. 00 Lanes : 2 . 00 1. 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 .43 0 .57 1 . 00 2 . 00 1 . 00 Final Sat. : 3200 1800 1800 1700 1803 1797 1700 2576 1024 1700 3600 1800 t------------ I --------------- --------------- --------------- --------------- � apacity Analysis Module : of/Sat : 0 . 05 0 . 17 0 . 05 0 . 06 0 . 19 0 . 19 . 0 . 14 0 .21 0 .21 0 . 05 0 .19 0 . 06 Crit Moves : ***+ reen/Cycle: 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 0 . 14 0 .28 0 .28 olume/Cap: - 0 . 36 0 . 62 0 .19 0 .45 0 . 68 0 . 68 1 . 00 0 . 74 0 . 74 0 .34 0 . 68 0 .20 ---------- --------------- --------------- --------------- --------------- � Level Of Service Module: elay/Veh: 23 .4 18 .5 15 .1 24 .3 18 . 7 18 . 7 64 .5 19 . 6 19 . 6 23 .4 18 .7 15 .2 ser DelAdj : 1 . 00 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 djDel/Veh: 23 .4 18 .5 15 . 1 24 .3 18 . 7 18 .7 64 .5 19 . 6 19 .6 23 .4 18 . 7 15 .2 Queue- 3 6 1 2 7 7 9 10 5 1 13 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc. Licensed to RA & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 17 : 07 Page 1- '- - - ------------------------------ - --------- ------------ -- --- -- -- -- - - - - - - -- - - - - - - - Patton Station Year 2015 With Project PM Peak Hour ----------------------------------------------------------------- --- ---- - ------ Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *#+#x**+#**+***+********x*xx*x+***+x**##xx+#x*t*##**x+*x*+x+tx#**t#x+##***x#+##+ Intersection #10 Palm Ave . (NS) /. Highland Ave. (EW) Cycle (sec) : 120 Critical Vol . /Cap. (x) : 0 . 766 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27 . 4 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T R L - T - R ------------ ------------ -------- Control: Protected Protected Protected Protected Rights : Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes : 2 0 1 0 1 1 0 1 1 0 1 0 1 1 0- � 1 0 2 0 1- I' ------------ --------------- � � --------------- � � -------------- � -------------- Volume Module: Base Vol : 251 232 216 119 152 202 184 963 251 157 797 91 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 Initial Bse: 251 232 216 119 152 202 184 963 251 157 797 91 ' Added Vol : 10 0 0 0 0 10 9 85 9 0 95 0 PasserByVol : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put : 261 232 216 119 152 212 193 1048 260 157 892 91 ' User Adj : 1. 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 PHF Adj : 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 .95 0 . 95 0 .95 0 .95 0 .95 PHF Volume: 275 244 227 125 160 223 203 1103 274 165 939 96 Reduct Vol : 0 0 0 0 0 0 0 0 0 0 0 O ' Reduced Vol : 275 244 227 125 160 223 203 1103 274 165 939 96 PCE Ad! : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1. 00 1 . 00 1 . 00 1.00 1 .00 MLF Add : 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 1.00 1. 00 Final Vol . : 275 244 227 125 160 223 203 1103 274 165 939 96 , Saturation FlJ ow Module: --- � � --------------- � � --------------- � � --------- ------ � Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 , Adjustment : 0 . 89 1 . 00 1 . 00 0 .94 1. 00 1 . 00 0 .94 1 . 00 1 . 00 0 . 94 1. 00 1.00 Lanes : 2 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1.60 0 .40 1. 00 2 . 00 1 . 00 Final Sat . : 3200 1800 1800 1700 1800 1800 1700 2884 716 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � , Capacity Analysis Module : Vol/Sat : 0 . 09 0 . 14 0 . 13 0 . 07 0 . 09 0 . 12 0 . 12 0 .38 0 .38 0 . 10 0 .26 0 . 05 Crit Moves : **** ###, **** **** Green/Cycle: 0 . 11 0 . 19 0 .19 0 . 09 0 . 17 0 . 17 0 .20 0 .50 0 . 50 0 . 13 0 .43 0 .43 I Volume/Cap: 0 . 77 0 . 73 0 . 68 0 . 79 0 .53 0 . 74 0 . 61 0 . 77 0 . 77 0 . 77 0 .61 0 .131 ------------ I --------------- --------------- --------------- --------------- Level Of Service Module: Delay/Veh: 48 . 6 41.4 39 .7 57 . 5 37 . 8 41 . 8 37 . 2 15 . 6 15 . 6 50 .5 17 . 9 13 .7 User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 Adj Del/Veh: 48 . 6 41 .4 39 . 7 57 . 5 37 . 8 41 . 8 37 .2 15 . 6 15 .6 50 .5 17 . 9 13 . 7 Queue : 10 8 8 5 5 8 6 31 8 6 25 2 Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach , MITIG8 Fri Jul 3, 1998 16 : 50 :44 paQe ------ ---------- ---------- ------- --- - ---- - - - -- - - - --- - - - - - - - - - - - - - - - - - - Patton Station Year 2015 With Project AM Peak Hour --------------------------------- ------------------------ -------- - - ----- - - - - - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) xx++x++xx++x**+xxtt+xx+x++++tx+x++x++xx++x+xx++x++++x++++++x++++x+++x++++++++rx+ Intersection #47 Boulder Ave . (NS) / Highland Ave . (EW) +x+ttr++++x+++x++xxx++xx+xx++++x+t*txx+++++x++x++++x++rx+++++++t+++++++++x+r++rr Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 577 Loss Time (sec) : 12 (Y+R 4 sec) Average Delay (sec/veh) : 28 . 6 Optimal Cycle: 120 Level Of Service: D +xxtx**+x**xtxxx+xxtxxtx++**txxx+x+**+x+x*xx+xxt+++xxt+x+x+x++xx+x++x+xx Approach: North Bound South Bound East Bound West Bound Movement+x+x+xx+: L - T - R L - T - R L - T - R ------------ ------------ Control : Protected Protected II Protected II Protected Rights: Include Include Ovl Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1- � 1 0 2 0 1 ---------- --------------- � � --------------- � � -------------- � --------------- � Volume Module : Base Vol: 324 167 53 118 187 161 122 203 432 215 690 259 Growth Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse: 324 167 53 118 187 161 122 203 432 215 690 259 Added Vol : 31 0 0 0 0 0 0 19 25 0 24 0 PasserByVOl : 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 355 167 53 118 187 161 122 222 457 215 714 259 User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 . 95 0 .95 PHF Volume: 374 176 56 124 197 169 128 234 481 226 752 273 IReduct Vol : 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 374 176 56 124 197 169 128 234 481 226 752 273 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1. 00 MLF Adj : 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 " Final Vol . : 1 374 176 56 124 197 169 128 234 481 226 752 273 Saturation Flow Module------ � � --------------- � � --------------- � � --------------- � 'Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1. 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 .94 1 . 00 1. 00 Lanes : 1 . 00 1 .52 0 .48 1. 00 1 . 08 0 . 92 1 . 00 2 . 00 1 . 00 1. 00 2 . 00 1. 00 Final Sat . : 1700 2731 869 1700 1938 1662 1700 3600 1800 1700 3600 1800 ------------ I ------------- tapacity Analysis Module: of/Sat : 0 .22 0 . 06 0 . 06 0 . 07 0 . 10 Crit Moves : 13. 0 . 10 0 . 08 0 . 07 0 .27 0 0 .21 0 .15 **** x++x tt*t 0 . 13 reen/Cycle: 0 . 32 0. 38 0 . 38 0 . 15 0 . 21 0 .21 0 . 08 0 . 17 0 .50 0 .19 0 .29 0 .44 olume/Cap: - - -- 0 . 68 0 . 17 0 . 17 0 .48 0 .49 0 . 49 0 . 90 0 . 37 0 .54 0 . 68 0 . 73 0 .351 --------- ---- ---- ---- --------------- --------------- --------------- Level Of Service Module: elay/Veh: 27 . 8 17 .2 17 .2 39 . 1 33 . 7 33 . 7 74 . 0 35 . 6 12 .5 39 .1 30 . 7 14 .5 ser DelAdj : 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1. 00 1 . 00 djDel/Veh: 27 . 8 17 .2 17.2 39 . 1 33 . 7 33 . 7 74 . 0 35 . 6 12 . 5 39 .1 30 . 7 14 . 5 Queue: 11 4 1 4 6 5 6 7 11 7 23 6 �txxxx+xxtxxt+txtttx+xxxtt++t+xxt++++xxt+*xttx+ttxxt++++txxx+x+xxtx++xt+xt+tttxxt Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach MITIG8 Fri Jul 3 , 1998 16 : 50 : 26 Page , ------ -------- - -------------------------------------- - - - - - - - -- - - -- - - - - - - - - - - - - - - Patton Station Year 2015 With Project PM Peak Hour ---------------------------------------------------------------------- - -- - - --- - - Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) Intersection #47 Boulder Ave . (NS) / Highland Ave . (EW) Cycle (sec) : 120 Critical Vol . /Cap. (X) : 0 . 753 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33 . 0 Optimal Cycle : 120 Level Of Service : D Approach: North Bound South Bound East Bound West Bound Movement : L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 -------------- - �, Control : Protected Protected Protected Protected Rights : Include Include Ovl Ovl Min. Green: 10 25 25 10 25 25 10 21 21 10 21 21 Lanes : 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- -------------- - fit Volume Module : Base Vol : 339 217 75 144 170 205 169 388 439 319 483 278 Growth Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 Initial Bse•: 339 217 75 144 170 205 169 388 439 319 483 278 ' Added Vol: 45 0 0 0 0 0 0 31 40 0 35 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut : 384 217 75 144 170 205 169 419 479 319 518 278 , User Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 PHF Adj : 0 . 95 0 .95 0 . 95 0 . 95 0 .95 0 . 95 0 . 95 0 . 95 0 .95 0 .95 0 .95 0 . 95 PHF Volume: 404 228 79 152 179 216 178 441 504 336 545 293 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol : 404 228 79 152 179 216 178 441 504 336 545 293 PCE Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 MLF Adj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1. 00 1 . 00 1 . 00 1 . 00 1. 00 Final Vol . : 1 404 228 79 152 179 216 178 441 504 336 545 293 Saturation Flow Module: -- 11 --------------- 11 --------------- -------------- � Sat/Lane : 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment : 0 . 94 1 . 00 1. 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 0 . 94 1 . 00 1 . 00 , Lanes : 1 . 00 1 .49 0 .51 1. 00 1 . 00 1 . 00 1 . 00 2 . 00 1. 00 1 . 00 2 . 00 1. 00 Final Sat . : 1700 2674 926 1700 1800 1800 1700 3600 1800 1700 3600 1800 ------------ I --------------- --------------- --------------- --------------- � � Capacity Analysis Module: Vol/Sat : 0 .24 0 . 09 0 . 09 0 . 09 0 .10 0 . 12 0 . 10 0 . 12 0 .28 0 .20 0 .15 0 . 16 Crit Moves : **** #*xx x+xx x+x+ Green/Cycle: 0 .28 0 .21 0 .21 0 . 28 0 .21 0 .21 0 .23 0 . 17 0 .46 0 . 23 0 . 17 0 .46 ' Volume/Cap: 0 . 84 0 .41 0 .41 0 .32 0 .48 0 . 58 0 .45 0 . 70 0 . 61 0 . 84 0 . 87 0 . 36 ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Delay/Veh: 37 . 8 32 . 9 32 . 9 25 . 9 33 . 6 34 . 7 31 . 2 39 . 6 16 . 2 42 .5 45 . 7 13 .4 , User DelAdj : 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 AdjDel/Veh: 37 . 8 32 . 9 32 . 9 25 . 9 33 . 6 34 . 7 31 . 2 39 . 6 16 .2 42 .5 45 . 7 13 .4 Queue : 14 7 2 4 5 7 5 14 13 12 20 6 ' Traffix 6 . 8 . 0827 (c) 1996 Dowling Assoc . Licensed to R.K & J.K, Newport Beach 1 APPENDIX L INTERSECTION SIGHT DISTANCE s 8 I 1 1 Crlte hcg � 'most Ge 1 ` � 1) 80 is' at intersections (a) There shall be no obstruction ' sD l0' at driveways within the limited uN area. (Under special conditions Area of limited use shall be lesser am. Values say be determined geophyically using ' approved by Traffic Engineer) appropriate distances given in the Sinimum Sight Distance 3) V Speed (MYN) 85th Table (4) . percentile i.e. , prevailing speed or as determined by (b) Obstructions shall include, but Traffic Engineer not be limited to, any signs or objects higher than 2.5' 3) B.D. a xinimNm Sight Distance measured from pavement within the area of limited use. t) Speed - V Kinisus Bight Example, block wells, utility (MR) Distance (feet) vents, and cabinets, sign 1 street furnitures, mature 30 300 landscaping, ate. 35 350 40 400 (c) Developer's Engineer shall 48 450 evaluate and show sight lines 50 500 at proposed intersections( 55 550 driveways, grading plans, tentative tract maps and land- 5) SL a Line of eight seeping 1plansstiwherea. sight 6) ///// a Area of Limited Use I (d) where existing sign, vegetation "Refer to the City of San or objects constitute a sight Bernardino Traffic Engineering distance hazard, propert yp l owner Policy Paper for further detail. or occupant shall be notlfi qq// required to most minis" sight distance requirements within is days and maintain same there. after. SIGHT DISTANCE REQUIRZMZNTS AT CONTROLLED eINTERSECTIONS AND DRIVEWAYS 1 1 a APPENDIX M PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CMP 1 a ' 1 1 1 PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CONGESTION MANAGEMENT PLAN LFREEWAY WIDENING 1. Add one lane each direction in the median (Work including Excavation, Concrete barrier, upgrade existing draining system and construct shoulder) Asphalt Concrete Pavement 46' wide median $1,800,000/mile 30' wide median $1,750,000/mile 22' wide median $1,700,000/mile Portland Cement Concrete Pavement 1 46' wide median $2,200,000/mile 30' wide median $2,150,000/mile 22' wide median $2,100,000/mile 2. Add one outside lane each direction (Work include earthwork, modify existing drainage system, construct AC shoulder section, AC dike and Metal Beam Guard Rail) Asphalt Concrete Pavement $2,100,000/mile Portland Cement Concrete Pavement $2,400,000/mile 3. Add one Auxiliary Lane (Work include earthwork, modify existing drainage system, construct AC shoulder section) IAsphalt Concrete Pavement $1,200,000/mile Portland Cement Concrete Pavement $1,400,000/mile 4. Widening Existing UC structure $110/SQ FT u tPage 1 PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CONGESTION MANAGEMENT PLAN WIDEN CONVENTIONAL HIGHWAY 1. Add one outside lane (Work include earthwork, modify existing drainage system and construct AC shoulder section) Asphalt Concrete Pavement $1,000,000/mile 2. Add one outside lane each direction (Work include earthwork, modify existing drainage system and construct AC shoulder section) Asphalt Concrete Pavement ' With Median Concrete Barrier $2,000,000/mile With Median Double Thrie Beam Barrier $2,200,000/mile $2,300,000/mile LOCAL INTERCHANGE IMPROVEMENTS 1. New Interchange Urban Interchange $10,000,000 to $17,000,000 Partial-Cloverleaf Interchange $6,000,000 1 (Work include new OC structure, earthwork, signal) Diamond Interchange $5,000,000 , (Work include new OC structure, earthwork, signal) 2. Reconstruct Existing Interchange Realign and widen existing ramps (to 2 lanes) $750,000/Each ramp Construct Loop on-ramps $700,000/Each ramp , (Does not include realigning existing ramp) Upgrade existing Diamond IC to Partial-Cloverleaf $6,000,000 3. Improve Existing Interchange Widen ramps (From one to two lanes) $350,000/Each ramp ' Widen existing OC structure $110/SQ FT Signalize ramp intersection $90,000/location Upgrade existing signal at ramp terminal $75,000/Intersection Upgrade existing signal at ramp terminal (Add lights only) $25,000/Each 4. Ramp Metering System , $60,000/Each location Page 2 ' PRELIMINARY CONSTRUCTION COST ESTIMATES FOR CONGESTION MANAGEMENT PLAN INTERSECTION IMPROVEMENTS 1. Signalization of local intersection (with some roadwork) $250,000 2. Upgrade existing intersection signalization $75,000 ' 3. Upgrade existing Traffic Controller/Assembles $40,000/Each 4. Install new signal $90,000/location 5. Add signal heads $25,000/Intersection 6. Construct left-turn lane (240' long) $50,000/Each location 7. Street widening (12' wide) (Pavement only) $180,000/mile 8. Curb and gutter (Type A2-8) $15/LF OTHERIMPROVEMENTS 1. Construct new OC structure $100/SO FT ' (Does not include roadway work) 2. Construct Retaining Walls (Type 1) $285/LF (H=8') $3601F (H=10') $460/LF (H=12') $560/LF (H=14') 3. Construct Soundwall $1,000,000/mile (H=12') 4. Traffic Management Plan 10% of total construction costs NOTE: This cost estimate does not include the following items: 1. R/W engineering, appraisal, acquisition and utilities relocation costs. 2. Minor items and supplemental work (10%). 3. Mobilization (10%). 4. Contingencies (25%). 5. Landscaping costs. Page 3 Maps for item #36 can be located behind Resolution 98 - 259