Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2012-295
COUNCIL MEETING 12/17/12 10/1/6/A ITEM #8M RESOLUTION NO. 2012-295 ACCT NOs. 129-160-5504-7381-0025 258-160-5504-7908-0025 258-160-5504-7905-0025 129-160-5504-7933-0025 129-160-5504-7936-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS FOR PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803( SS 11-012 & SS 11-015); 21ST STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO. 12818(SS 12-006); and PERRIS HILL PARK ROAD,FROM 21ST STREET TO PACIFIC STREET PLAN NO. 12824 (SS 12-009) tab A No.54. 14 + >j. ExP• `t CIV1�.rc�;. OF DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO AUGUST,2012 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. on SEPTEMBER 18,2012 4 ' ./(//-/45/ File Nos.:1.7381,1.7908,1.7905,1.7933&1.7936 Account Nos. 129-160-5504-7381-0025 258-160-5504-7908-0025 258460-5504-7905-0025 129-160-5504-7933 0025 129-160-5504-7936-0025 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO STATE OF CALIFORNIA Addendum No. One TO BID AND CONTRACT DOCUMENTS FOR PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE,FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 (SS 04-048); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET PLAN NO.12803 (SS 11-012&SS 11-015); 2151'STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO.12818(SS 12-006);and PERRIS HILL PARK ROAD,FROM 21sT STREET TO PACIFIC STREET PLAN NO.12824(SS 12-009) The Special Provisions for this Project shall be amended as follows: 1. Replace the first two full Paragraphs, beginning with "Plans and Specifications may be obtained for an additional charge of$10.00 per set.",and"Electronic copy of the above documents......to submit bids for this project.",on Page One of the Notice Inviting Sealed Bids,with the following: Electronic copies of the above documents are available to be downloaded (copied),at no cost,from the CITY's website at www.ci.san-bernardino.ca.us/services/request for bids/public works/default.asp. Conversely, the Project documents are also available on CD, at no cost, if picked up in person. Upon request.a CD of the Plans and Special Provisions may be mailed for an additional fee of$5.00. h It is the responsibility of firms wishing to bid on this Project to provide a firm name,physical address, contact person, phone number, fax number and email address for inclusion on the CITY's List of Plan Holders. The above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office shall be submitted to the CITY a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those firms listed on the CITY's"LIST OF PLAN HOLDERS"and providing confirmation of any issued addendum shall be eligible to submit bids for this Project. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AS REQUIRED ON PAGE C-2, "ACKNOWLEDGEMENT OF ADDENDUMS,"OF THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY: A& DATE: August 2.9.2012 ROBERT G.EISEN s ISZ,P.E. City Engineer Addendum No.One;Plans and Special Provisions Nos.12482,12803 128 F g 11 82 1 DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "Bid and Contract Documents" for this project consists of three (3) Parts as follows: PART I — Administration PART II — Special Provisions The above two (2)parts are bound together in one (1) manual titled "Bid and Contract Documents" PART III — PLANS, One (1) separately bound set DRAWING NOS. 12482, 12803, 12818& 12824 - SHEETS 1 -6 PAVEMENT REHABILITATION ON FOUR CITY STREETS: RANCHO AVENUE,FROM RIALTO AVENUE TO FOOTHILL BOULEVARD,PLAN NO. 12482( SS 04-048 ); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET,PLAN NO. 12803 ( SS 11-012 & SS 11-015 ); 21ST STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD,FROM 21ST STREET TO PACIFIC STREET,PLAN NO. 12824( SS 12-009) Contents for Bid and Contract Documents CITY OF SAN BERNARDINO TABLE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS BID DOCUMENTS, BID FORM B-1 BID SCHEDULE No. 1 B-2 BID SCHEDULE No.2 B-4 BID SCHEDULE No. 3 B-6 BID SCHEDULE No.4 B-8 SUMMARY OF BID SCHEDULES B-9 BIDDER'S INFORMATION AND SIGNATURE C-1 ACKNOWLEDGEMENT OF ADDENDUMS C-2 SPECIAL NOTICE C-3 DESIGNATION OF SUBCONTRACTORS C-4 BIDDER SELF PERFORMANCE VERIFICATION FORM C-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-6 NON-COLLUSION AFFIDAVIT C-7 FORM OF BID BOND C-8 MBE/WBE INFORMATION - GOOD FAITH EFFORTS C-9 REFERENCES FOR WORK C-12 PERMIT TO OPERATE C-13 REPRESENTATIVE ARAM PROJECTS C-14 PART II SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 - SPECIFICATIONS AND PLANS SP-1 SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-5 SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-11 SECTION 4 - CONSTRUCTION SCHEDULE& COMMENCEMENT OF WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-13 SECTION 5 - LEGAL REQUIREMENTS SP-16 SECTION 6 - GENERAL SP-23 SECTION 7 - UTILITIES SP-34 SECTION 8 - DESCRIPTION OF WORK SP-38 SECTION 9-A - TRAFFIC CONTROL SP-43 SECTION 9-B - TRAFFIC CONTROL, SCRRA/BNSF WORK AREA SP-49 SECTION 10 - MOBILIZATION SP-51 SECTION 11 - CLEARING AND GRUBBING SP-54 SECTION 12 - UNCLASSIFIED EXCAVATION SP-56 SECTION 13 -UNCLASSIFIED FILL SP-59 SECTION 14-A- ASPHALT CONCRETE SP-62 SECTION 14-B- ASPHALT RUBBER AGGREGATE MEMBRANE SP-68 SECTION 14-C- MICRO-GRIND EXISTING ASPHALT AND CONCRETE SURFACES SP-71 SECTION 15 - UNTREATED BASE(PATCHING AND FLATWORK) SP-73 SECTION 16 - PORTLAND CEMENT CONCRETE SP-74 SECTION 17 COLD MILLING SP-80 SECTION 18 - THROUGH SECTION 19 BLANK SP-82 SECTION 20 - THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS,REFLECTORIZED SP-83 SECTION 21 - THROUGH SECTION 22 BLANK SP-85 SECTION 23 - ROADSIDE SIGNS AND POSTS SP-86 SECTION 24 - INDUCTIVE LOOP DETECTOR SP-87 SECTION 25 - ADJUSTMENT OF WATER FACILITIES SP-91 SECTION 26 - REINFORCED CONCRETE PIPE SP-94 SECTION 27-A -CONCRETE STRUCTURES SP-97 SECTION 27-B -MODIFIED TYPE V DROP INLET SP-100 SECTION 27-C -PARKWAY CULVERT SP-101 SECTION 28 - BLANK SP-102 SECTION 29 - SHORING OF EXCAVATION SP-103 SECTION 30 -THROUGH 31 BLANK SP-105 SECTION 32 -METAL BEAM GUARD RAIL SP-106 SECTION 33 - THROUGH 45 . BLANK SP-108 SECTION 46 - ADJUST UTILITY FRAME AND COVER TO GRADE SP-109 SECTION 47 - THROUGH SECTION 49 BLANK SP-110 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-111 SECTION 51 - CONSTRUCTION INFORMATION SIGN SP-113 APPENDIX CONSTRUCTION INFORMATION SIGN MOCKUP CITY STANDARD PLANS COUNTY OF ORANGE OCPW(RDMD) STANDARD PLAN STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS CALTRANS STANDARD PLANS SCRRA STANDARD PLAN, TRAFFIC CONTROL AND WORK AREA PERMIT REQUIREMENTS STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION RESTRIPING OF RANCHO AVENUE,325 FEET SOUTH OF AND TO RIALTO AVENUE CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION, Engineer's Estimate(Range Only): $900,000 to$1,100,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY) will receive bids for: PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803 ( SS 11-012 & SS 11-015 ); 21ST STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD, FROM 21ST STREET TO PACIFIC STREET PLAN NO. 12824 ( SS 12-009 ) in accordance with Special Provision Nos. 12482, 12803, 12818 & 12824 in file in the Office of the City Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, CA 92418, upon a non-refundable payment of $15.00 for each set if picked up in person. Upon request, the Plans and Special Provisions may be mailed for an additional charge of $10.00 per set. Electronic copy of the above documents are available upon request by contacting the City Engineer's Office and by providing a firm name, physical address, contact person, phone number and fax number for inclusion on the CITY's List of Plan Holders. It shall be the responsibility of those receiving electronic versions of the Plans and Special Provisions to provide the above listed information and confirmation of receipt of any issued addendum to the City Engineer's Office a minimum of one (1) business day prior to the scheduled day of the Bid Opening. Only those listed on the CITY's "LIST OF PLAN HOLDERS" and providing confirmation of any issued addendum shall be eligible to submit bids for this project. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and "SEALED BID " clearly marked on the outside of the envelope. Said bids will be received up to the hour of 2:00 p.m., on Tuesday, September 18, 2012, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. No bid will be received unless it is made on a bid form furnished by the CITY with the unit prices written in figures for each item, and with the total of each item and total of all items extended and inserted in the spaces provided. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the Contract is awarded. The prime Contractor shall perform, with its own forces, Contract work amounting to at least 50 % of the Contract price. A bidder's Self Performance Verification Form is required herein, and is provided in the Bid Documents in Part I of these Special Provisions. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the Contract if awarded to him. Any bid not accompanied by a bid guaranty in the form of cash, check, or bond will be rejected as invalid. In the event the bidder refuses to execute said Contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the CITY and the bidder agree that the above sum of ten percent shall be paid to the CITY upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract Code. A Non-mandatory Pre-Bid Meeting will be held on Tuesday, September 11, 2012 at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the CITY's outreach program as it relates to minority hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot ca.gov/hq/bep/index. Pursuant to law,the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90- 358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dirdatabases.html. General prevailing wage rates, in effect ten (10) days prior to the actual Bid Opening, which have been predetermined and are on file with the California Department of Industrial Relations are also referenced and made a part thereof. It shall be mandatory upon the Contractor to whom the Contract is awarded and upon any sub-contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. This Project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from Contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 days. Specific questions regarding this Project should be submitted in writing to the City Engineer's Office as follows: City Engineer's Office Third Floor San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418-0001 SUBJECT: PAVEMENT REHABILITATION ON FOUR CITY STREETS: RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD, PLAN NO. 12482 (SS 04-048); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET, PLAN NO. 12803(SS 11-012 & SS 11-015); 21ST STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN NO. 12818(SS 12-006); and PERRIS HILL PARK ROAD,FROM 21ST STREET TO PACIFIC STREET, PLAN NO. 12824(SS 12-009) Attention: Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: Rigoni to @sbcity.org g Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening,will not be treated as a bid protest. Written responses will only be provided to written questions. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO GEORGEANN HANNA City Clerk NOTICE TO ADVERTISE: SPECIFICATION NOS. 12482 12803 12818& 12824 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 8/23/12 & 8/30/12 (FIVE WORKING DAYS BETWEEN FIRST & SECOND PUBLICATION ) SIGNATURE DATE BID DOCUMENTS BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plans and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS O4-048 ); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803 ( SS 11-012 & SS 11-015 ); 21ST STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD, FROM 21ST STREET TO PACIFIC STREET PLAN NO. 12824 ( SS 12-009 ) in strict conformity with Plans and Special Provisions Nos. 12482, 12803, 12818 & 12824 , of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition, and other Standards as noted herein. The undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the Contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the Contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following Unit Prices or Lump Sum Prices, to-wit: B-1 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1 Rancho Avenue, Rialto Avenue to Foothill Boulevard (CIP No. SS 04-048) Tans and Special Provisions No. 12482 Item Description Unit Quantity Unit Price($) Item Total ($) 1, Mobilization LS 1 24.2-10- 247--16_ 2. Traffic Control LS 1 Traffic Control, SCRRA/BNSF work area, 3. including all fees required by SCRRA/BNSF LS 1 kOtm. - 1 woos- Construct PCC Curb Ramp, including removal of 4. existing,per Caltrans Std.Plan A88A EA 4 Zeit()— 1 l 1poo— Modify Existing PCC Curb Ramp, including 5 grinding existing PCC curb where noted,per EA 5 2-410 - (,4-4-5-04. — Caltrans Std.Plan A88A Construct PCC Cross Gutter with Spandrels, 6. including removal of existing,per City Standard EA 1 Qck 00 — pp- Plan No. 201 Construct PCC Sidewalk, including removal of 7- existing,per City Standard Plan No. 202 SF 94 l 0- 940- Remove Inlet, Abandon Pipe and Brick and Mortar 8. Plug Remainder LS 1 2S-13v - .Z1a- 0- Construct Modified Type V CMP Drop Inlet, 9.(s) including removal of existing,per OCPW Standard LS 1 ,.po v_ �pw Plan 1305 Construct Junction Structure Per SPPWC Standard 10. Plan No. 332-2 EA 1 'oue - 2,c.)c),..N — Construct Concrete Collar per City Standard Plan 11.(D) No. 412 EA 2 k.Dwv. `300— Construct Catch Basin No. 2,with Local 12. Depression,per City Standard Plan Nos.404 &407 EA 2 kd 7-Jok- 2-04 o — 13. Furnish and Install 18"RCP, D-2000 LF 72 14. Furnish and Install 24"RCP,D-2000 LF 84 2'1.5" 231 v0— Cold Mill Wedge Cut, 1.6" max depth,width per 15. Plan LF 2,540 62_,. --b L9%SO— 16. Cold Mill Wedge Cut, 2"max depth,width per Plan LF 540 x.50 ( tiq 0 — B-2 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 1, Cont. .ancho Avenue, Rialto Avenue to Foothill Boulevard (CIP No. SS 04-048) Plans and Special Provisions No. 12482 Item Description Unit Quantity Unit Price($) Item Total($) 17. Cold Mill Header Cut, Depth and Width per Plan SF 5,830 . SO 211 S- 18. Embankment Repair,Rancho Avenue,MBGR Area CY 45 ►OS. - 4.-12_5- Pavement Repair, including removal and replacement l9. of minimum 4"Asphalt Concrete SF 9,300 3 .2S 31 ,2-L.S' 20.(S) Repair MBGR Along Rancho Avenue LS 1 7,5-- - '2.-St, Construct Asphalt Concrete Pavement Leveling 2 1. Course, 0.75" TN 200 13S- 2 7 Okl O 22.(S) Construct Asphalt Rubber Aggregate Membrane SY 15,800 (.0.44.s (O tci t O — 23.(D) Construct Flush Coat SY 15,800 .SO --MVO 24. Construct Asphalt Concrete Pavement Overlay, 1.2" TN 1,020 11. - I2.-'-nc Construct AC Dike Type D1-8,per SPPWC Standard 25. (S) Plan No. 120-1 LF 20 i ZO- 2.L.4-00- Replace Existing Traffic Inductive Loop Detector, 26. Complete in Place EA 5 Le 7-S- 3 L 2S" 27. Adjust Existing Utility Frame and Cover to Grade EA 6 1 p0 L-(,Zoo — 28 Adjust Existing Water Valve Cover to Grade EA 6 'Zoo- t 2v v- 29(D) Untreated Base(Patching& Flatwork) TN 20 GI - 1 �UO Thermoplastic Traffic Striping, and Raised Pavement Markers,Reflectorized,from Walnut Street to 30.(S) Foothill Boulevard,per Caltrans Std. Plans ANA, LS 1 S3otc.N- Safwoo- A20B,A20C,A20D, A24A,A24B,A24D, A24E& CA MUTCD Furnish and Install Sign, per Plans and Special 31.(S) Provisions EA 10 '3l'S- ?t SO- NPDES Requirements, including SWPPP,per 32.(S) Section 6-1.03 of these Special Provisions LS 1 LOO " L S U O- 33.(S) Construction Information Sign EA 2 I t70 — 7_c70 v— Total Bid Schedule No. 1 Bid $ 4 450o v'°� B-3 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2 Nindsor Drive, Baseline Street to Gilbert Street (CIP Nos. SS 11-012 & SS 11-015) Plans and Special Provisions No. 12803 Item Description Unit Quantity Unit Price($) Item Total($) 1. Mobilization LS 1 72-t7-4S-so 2,4-7-c{-16- U 2 Traffic Control LS 1 Z000r- 2oovo Construct PCC Curb Ramp, including removal of 3. existing,per Caltrans Std. Plan A88A EA 14 2450 ^ 34Sc30- Modify Existing PCC Curb Ramp, including 4. grinding existing PCC curb where noted,per FA 4 Caltrans Std. Plan A88A 2.4su - 41 1300 Construct PCC Curb, including removal of existing, 5. per Modified City Standard Plan No. 200,Type B LF 115 S2- ' oat)- Construct Modified 18" Wide PCC Gutter, 6. including removal of existing,per City Standard LF 1,570 lz, I 50 Plan No. 200 � °S Construct Modified 30"wide PCC Gutter, including 7. removal of existing,per City Standard Plan No. 200 LF 675 S'3.g0 2..2l4,L 2.SO Construct PCC Cross Gutter with Spandrels, 8 including removal of existing,per City Standard EA 2 1p 4 09. (2 43o u — Plan No.201 Construct PCC Cross Gutter without Spandrels, 9. including removal of existing,per City Standard EA 3 (--1. 0 u- 16S121 U- Plan No. 201 Construct PCC Sidewalk,including removal of 10. existing,per City Standard Plan No.202 SF 590 S So `2.4-4-S - Construct Parkway Culvert,including removal of 11. existing,per City Standard Plan No.401, Case III, EA I S444. 0 c � - �� o 'o - N=3 Construct PCC Residential Driveway Approach, 12 including removal of existing,per City Standard SF 150 1p — Ctpp - Plan No. 203 Construct PCC Alley Intersection Approach, I 13. including removal of existing,per SPPWC Standard EA 2 42.3vo- LR.Q 0 - Plan No. 130-2 Construct PCC ADA Bypass per Modified City 14. Standard Plan No. 203 SF 30 `Zp- le ov— B-4 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 2, Cont. 1Vindsor Drive, Baseline Street to Gilbert Street (CIP Nos. SS 11-012 & SS 11-015) Plans and Special Provisions No. 12803 Item Description Unit Quantity Unit Price($) Item Total($) Cold Mill Wedge Cut, 1.6"Max Depth, Width per 15. Plan LF 3,780 ( .7_S (412S — 16. Cold Mill Header Cut, Depth and Width per Plan SF 2,530 • 30 -1ST Pavement Repair,including removal and 17. replacement of minimum 2 '/z"Asphalt Concrete SF 5,220 (3oS v Pavement Repair, including removal and 18. replacement of minimum 4"Asphalt Concrete SF 2,420 (-} - 61 ceS o— 19.(S) Construct Asphalt Rubber Aggregate Membrane SY 15,800 O 1191 v 1P.'-f S _ 20.(D) Construct Flush Coat SY 15,800 •GO -7 9 00 - 21 Construct Asphalt Concrete Pavement Overlay, 1.2" TN 1,020 22. Adjust Existing Water Valve Cover to Grade EA 9 23.(D) Untreated Base(Patching&Flatwork) TN 20 CM— ( Soo — Thermoplastic Traffic Striping, and Raised 24.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 Z o0 0" —2_000- Plans A24D&A24E Replace Existing Traffic Inductive Loop Detector, 25.(S) Complete in Place EA 1 '2(4)OW" 20 ov- Furnish and Install Sign,per Plans and Special 26.(S) Provisions EA 7 \S - -2226- — NPDES Requirements, including SWPPP,per 27.(S) Section 6-1.03 of these Special Provisions LS 1 <4•0oo - 44-U00"' 28.(S) Construction Information Sign EA 2 /000 — 20 0 0 Total Bid Schedule No. 2 Bid $ \c\Oo0-°O B-5 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3 21st Street, Valencia Avenue to Perris Hill Park Road (CIP No. SS 12-006) Plans and Special Provisions No. 12818 Item Description Unit Quantity Unit Price($) Item Total($) Mobilization 1. LS 1 14515- so 4146.ts-sa 2. Traffic Control LS 1 l k 0.. .1- k moo_ Construct PCC Curb Ramp, including removal of 3. existing,per Caltrans Std.Plan A88A EA 3 j4.{-5-z j-- -1-3�v - Modify Existing PCC Curb Ramp, including 4. grinding existing PCC curb where noted,per EA 4 Caltrans Std. Plan A88A 2...44.So 43o 0 Construct PCC Curb and Gutter, including removal 5. of existing, per City Standard Plan No. 200, Type B LF 160 Lk)- C0i-E,00- Construct Portion of PCC Cross Gutter, including 6. removal of existing, per City Standard Plan No.201 LS 1 ' 0,0(3- `1j000 - Construct PCC Sidewalk,including removal of 7. existing,per City Standard Plan No.202 SF 690 S.ii- TrS - Construct PCC Residential Driveway Approach, 8. including removal of existing,per City Standard SF 144 Plan No.203 Construct Portion of PCC Commercial Driveway g Approach, including removal of existing,per City SF 108 Standard Plan No. 204 12 17R r.v- Construct PCC ADA Bypass per Modified City 10. Standard Plan No.203 SF 100 2.0- • _0, <- Cold Mill Wedge Cut, 1.6"Max Depth, Width per 11. Plan LF 1,970 k.2 2+4,2..m Cold Mill Header Cut,Depth and Width per Plan 12. SF 2,940 .3o X382 Pavement Repair, including removal and 13. replacement of minimum 2 '/z"Asphalt Concrete SF 1,490 42...G0 'S-7-2-c. - 14.(S) Construct Asphalt Rubber Aggregate Membrane SY 7,200 l0.45 P6- J 15.(D) Construct Flush Coat SY 7,200 2kP00 B-6 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 3, Cont. .'1St Street, Valencia Avenue to Perris Hill Park Road(CIP No. SS 12-006) Plans and Special Provisions No. 12818 Item Description Unit Quantity Unit Price($) Item Total($) 16. Construct Asphalt Concrete Pavement Overlay, 1.2" TN 470 —1 i - 333 - 17. Adjust Existing Water Valve Cover to Grade EA 4 1 8 Adjust Existing Utility Frame and Cover to Grade EA 3 -.100- 2.1c)t' 19.(D) Untreated Base(Patching&Flatwork) 20 90- ( p0_ Replace Existing Traffic Inductive Loop Detector, 20. Complete in Place EA 8 gip- c..-oov-- Thermoplastic Traffic Striping, and Raised 21.(S) Pavement Markers,Reflectorized,per Caltrans Std. LS 1 -1 5-Do" -75atY' Plans A20A,A20D,A24A, A24C &A24E NPDES Requirements, including SWPPP,per 22.(S) Section 6-1.03 of these Special Provisions LS 1 SOOb- 00- 23.(S) Construction Information Sign EA 1 ("o- l000' Total Bid Schedule No. 3 Bid $ N5, •p° B-7 PAVEMENT REHABILITATION OF FOUR CITY STREETS BID SCHEDULE No. 4 Ferris Hill Park Road, Pacific Street to 21st Street (CIP No. SS 12-009) Plans and Special Provisions No. 12824 Item Description Unit Quantity Unit Price($) Item Total($) L Mobilization LS 1 123tiaa•s-- (2'3Q�.Sa 2. Traffic Control LS 1 ( Z vo o - (20 Construct PCC Curb Ramp, including removal of 3, existing,per Caltrans Std. Plan A88A EA 8 2-c.falp- (l � - Modify Existing PCC Curb Ramp, including 4 grinding existing PCC curb where noted,per EA 3 2.1-+S-D-Caltrans Std.Plan A88A �' 3� Construct PCC Sidewalk, including removal of 5. existing,per City Standard Plan No. 202 SF 30 *2.6- -)SO- Cold Mill Wedge Cut, 1.6"Max Depth,Width per 6. Plan LF 1,760 t.25 2.2.06- 7. Cold Mill Header Cut,Depth and Width per Plan SF 3,080 .3p 92- Pavement Repair, including removal and 8. replacement of minimum 2 V2"Asphalt Concrete SF 1,020 3- .27040- 9(S) Construct Asphalt Rubber Aggregate Membrane SY 8,750 (.0. SVI-3-1 • a 10.(D) Construct Flush Coat SY 8,750 .su 4 ,)5 . 11. Construct Asphalt Concrete Pavement Overlay, 1.2" TN 550 t " 395-0' 12 Construct Asphalt Concrete Pavement Overlay, 1.5" TN 15 1" 1 Dks- 13. Construct AC Walk, 3"Thickness SF 300 1 - 27)oo'" 14 Adjust Existing Water Valve Cover to Grade EA 1 Zav- 20 o 15.(D) Untreated Base(Patching&Flatwork) TN 10 10 - 90 D' Thermoplastic Traffic Striping, and Raised 16.(S) Pavement Markers,Reflectorized, per Caltrans Std. LS 1 Sao- o� Plans A20A,A2OD&A24E So NPDES Requirements,including SWPPP,per 17.(S) Section 6-1.03 of these Special Provisions LS I `-Z00- 2-uo. 18.(S) Construction Information Sign EA 1 t000- l poD Total Bid Schedule No. 4 Bid $ V71 1 cs - B-8 SUMMARY OF BID SCHEDULES PLANS AND SPECIAL PROVISIONS NOS. 12482, 12803, 12818 & 12824; PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803 ( SS 11-012 & SS 11-015 ); 21s STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD, FROM 21 S' STREET TO PACIFIC STREET PLAN NO. 12824 ( SS 12-009 ) BIDDER: / kl(Y1'0 car) h t� (Contractor Name) TOTAL BID SCHEDULE No. 1: $ L4(4.S wk • °° (FIGURES) TOTAL BID SCHEDULE No. 2: $ 4t9 4 (FIGURES) i OTAL BID SCHEDULE No.3: $ kkl)S,o∎o.°J (FIGURES) TOTAL BID SCHEDULE No. 4: $ 1-1'pU ••°° (FIGURES) GRAND TOTAL BID* $ I ZI40pw'° (FIGURES) *Grand Total Bid is equal to the total of Bid Schedule No. 1, plus Bid Schedule No.2, plus Bid Schedule No.3, plus Bid Schedule No. 4. BID NOTES: Bids shall be submitted on the bid forms provided in the Bid and Contract Documents package. All bid forms shall be completed, signed, and sealed in accordance with these instructions and the instructions included with the individual bid forms. A bid that fails to include all bid forms will be considered non-responsive. CITY reserves the right to award a Contract to the lowest responsible bidder for the GRAND TOTAL BID 'the combined total of Bid Schedule No. 1, plus Bid Schedule No. 2, plus Bid Schedule No. 3, plus Bid Schedule No. t). The Bid Schedule shall be typed or clearly completed in ink. All spaces for unit prices, item totals, and total bid shall be completed, in figures. All prices shall be in United States dollars. For a Lump Sum item, the unit price shall match the item total price. B-9 The bidder shall make every effort to provide a legible and complete Bid Schedule. The bidder shall verify that its I3id Schedule is free of mathematical errors. If a Bid Schedule is found to contain minor errors or illegible entries, the bidder agrees that the CITY may, if deemed in the public interest, cure the error or entry, using one of the `ollowing methods: Method A. If the sum of the item totals does not equal the total bid, but all item totals correctly indicate the products of the unit price and quantity, the CITY will consider the corrected sum of the item totals to be the Bidder's total bid. Method B. If the sum of the item totals equals the total bid, but the product of a unit price and a quantity does not equal the stated item total,the City will determine a correct unit price by dividing the item total by the item quantity. The total bid price for the entire Contract work shall include the cost of labor, materials, equipment, parts, implements, supplies, and all applicable sales taxes and fees necessary to complete the Project, as based on the City Engineer's estimate of quantities of work. If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5th working day prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed, mailed, or delivered to each person of record as receiving a set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed 'ocuments. Any situation not specifically provided for will be determined at the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a Bid, or the existence or treatment of an irregularity in a Bid,shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. Estimated quantities are for the purpose of comparison only, and payments will be made on a basis of actual measurement of work completed except for Lump Sum(LS)and Final(F)pay quantities. Codes: Units of Measurement: (F) Final Pay Quantity EA Each (S) Specialty Bid Item LS Lump Sum (D) Deletable Work Item SF Square Foot SY Square Yard ELT Extra Long Ton LF Linear Feet TN Ton B-10 (D) Deletable work item.,only to be incorporated in the work as provided via written direction from the Engineer. (S) Specialty Bid Item—are bid items that arc considered part of the total base bid but are not considered part of the Contractor's obligation to perform at least fifty percent(50%)of the work as specified in Section 2-3.2,"Additional Aesponsibility,"of the Standard Specifications. (F) Final Pay Quantity -are bid items as described in Section 6-L07 of these Special Provisions. B-11 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within Ten (10) vorking days from the date of the"Notice to Proceed",and shall be completed within FIFTY(50) Working Days from the date of said notice,as directed in SECTION 4 of these Special Provisions.. The undersigned further agrees that in case of default in executing the Contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this Bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE EXPIRATION NO.: Z 61 3 CLASSIFICATION: A t C— DATE: - (2_ 019- FIRM NAME: Ad PiYI CC-(1r1 > ■ hO• BUSINESS ADDRESS: 1) - 6X (1 gyp cl?ert - 27-21 BUSINESS PHONE: Li•-t - FAX:Cri 501.1 (01 I CELL: n_1\1 //61/4- If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing the firm. If a corporation, give the names of the president, secretary, treasurer and manager thereof: 01 Y" cY2t - 6Y1 Is Bidder currently a certified DBE? Yes i_7 Nci't3 Legal Status of Firm NAME(5) ADDRESS(ES) l'/V4 V V ��ti��--Pre -1 e Lk a 0 4- G2; m-y,z . e e-f 0,t-Y-n&,C,o1/4(1-2 ■)e-lam -\►ce h�rc icle C t SIGNATURE OF BIDDER: = ■. -d: 797 . 1 1 ,20 12- o 6-e- - „�� .. J C-1 A l i Ah'Ve ri c n Tna-A-`- BIDDER'S FIRM NAME ACKNOWLEDGEMENT OF ADDENDUMS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818 &12824 Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the Contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 DATE: d Z _112 ADDENDUM NO.2 DATE: ADDENDUM NO.3 DATE: ADDENDUM NO. 4 DATE: C-2 ****************************************************************** SPECIAL NOTICE ****************************************************************** The bidder's attention is directed to the Section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of these Special Provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of Sub- Contractors for items of work or portions thereof to be subcontracted in excess of one-half of one percent of the total bid or $10,000.00, whichever is greater. In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. The bidder shall provide the actual dollar "Sub-Contract Amount" as submitted by each listed sub- contractor, keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, Contract work amounting to at least 50% of the total contract bid price. Material required for any of the Contract work of this Project that is purchased directly by the prime Contractor is considered as included in the prime Contractor's 50% requirement. If material purchased irectly by the prime Contractor is to be used by a listed sub-contractor in performing Contract work, the dollar amount of such purchased material should not be included in the dollar amount listed for said sub- contractor. Subsection 2-3.2, "Self Performance," of the Standard Specifications, shall be revised as follows: If the Bid submitted by the Contractor fails to meet at least fifty (50) percent of the amount of work required with its own forces, the Bid will be considered non-responsive and rejected with no further consideration. If after execution of the Agreement the CITY discovers the Contractor is performing work amounting to less than fifty (50 percent) of the Contracted amount, except for "Specialty Items," the Contractor will be notified that he or she is in violation of the Contract and will have that portion subcontracted for which is less than fifty percent(50%) of the amount of work required to be performed by the Contractor deducted from payment to the Contractor. The deduction shall not exceed fifty percent (50%) of the Contracted amount required to be performed by the Contractor. The Contractor will not be penalized by the CITY resulting from Contract Change Orders that increase subcontract items of work. Subcontracts shall include provisions that the Contract between the CITY and the Contractor is part of the subcontract. Subcontracts shall also contain certification by the subcontractor that said subcontractor is experienced in, qualified to do, and knowledgeable about, the subcontracted work. Copies of zbcontracts shall be available to the Engineer at the time any litigation against the CITY concerning the Project is filed. C-3 I l Awn Con { iF he (A- BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NOS. 12482, 128034,12818 &12824 In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendments thereof,each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. Name&Address Agency&No.of Sub-Contractor's Under Which MBEIWBE CERT. Phone#, Sub-Contract Work to Be Licensed (If Applicable) License#&Class Amount Performed: 1.sIw•h01c Pglj.wl4.1 3-sbCS+a tacs3 Pv9- $3<o °' 2. tt kNttl 4-�y- $ 11640W v wit r t -14+ta-s"p 4. esikrPktitsq io (aug1b-133Qy El-C C. --() $ erne.- La,1?de,-klc -me) 5. 6. IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-4 X11rn-elh ctir1 `� BIDDER'S FIRM NAME BIDDER SELF-PERFORMANCE VERIFICATION FORM PLANS & SPECIAL PROVISIONS NOS. 12482, 12803. 12818 &12824 (To be completed and submitted with Prime Contractor's Bid documents) This form is intended to assist the Bidder in verifying its compliance with Subsection 2-3, "Subcontracts," of the Standard Specifications and these Special Provisions. (1) Total Dollar($) amount of the Work to be performed by Subcontractors: $ kri,Z,�t •00 (2) Specialty Items (to be performed by Subcontractors): Item No.-3*.N . 1 $ 12 - 0 Item No. " ..t.k . $ 114--Its .o0 Item No. cy....N.3 $ sbom-o Item No. • CN. i $ ldkW3s3• Item No. $ Item No. $ Item No. $ Item No. $ Subtotal: $ SM"s3 •°a (3) Net subcontracted amount $ Iva-712 - *a (Line 1-Line 2): (4) Contract Price (Grand Total from the Schedule of Prices): $ 0.o• SO (5) Contract Price less Specialty Items to be performed by subcontractors: (Line 4- Line 2) $ (6) Percentage to be self-performed ([Line 5 -Line 3]/Line 5 X 100): (by Prime Contractor) '1:l'/• % Line 6 is less than 50%, the amount of work to be self-performed by the Prime Contractor is not in ,;onformance with Subsection 2-3, "Subcontracts," of the Standard Specifications and these Special Provisions. C-5 WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract. Contractor: NAME OF FIRM: k\\ A Y\-ey1 CG1 V BY: %i' �= , , TITLE: 7I(-e DATE: 111 ")-- C-6 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the Department of Public Works,City of San Bernardino, State of California: The undersigned in submitting a bid for performing the following work by Contract,being duly sworn,deposes and says: That he or she is of the party making the foregoing bid,that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid,and has not directly or indirectly colluded,conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; communication, or conference with anyone to fix any overhead,profit, or cost element of the bid price, or of that of any other bidder,or to secure any advantage against the public body awarding the Contract on anyone interested in the proposed Contract; or take any action in restraint of free competitive bidding in connection with such Contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. I kYYIeh Crtn k r hcc N— Firm Name r $f_ '. Signature of Bidder P_01:7-ea 5 ot cl1-cy , t r-eQco-it Printed Name and Title • c7 2` z-V- (4.-Y GIi Cy,- 24-1 e__ Business Address N/ Place of Residence Subscribed and sworn to(or affirmed)before me this t Till day of Sep-k vii rQXir ,20 I �. the above proved to me on the basis of satisfactory evidence to be the person who appeared before me. Signed b 'l//1at. I Notary Public in and for the County of �� DONNA THORNE k i V'Ks i , State of California. "WA # 1892010 Si'�,� Notary Public-California J Z �''' Riverside County My Commission expires on ZP/ , Z-0/ � M Comm.Expires Jun 7,2014 Year C-7 lid Bond No. 08597423 Date: 9/18/2012 FORM OF BID BOND KNOW ALL MEN BY THESE PRESENTS,that we,the undersigned, All American Asphalt as Principal,and Fidelity and Deposit Company of Maryland as Surety,are hereby and firmly bound unto the City of San Bernardino State of California, hereinafter referred to as"Obligee" in the penal sum often percent, 10% of the total amount of the bid of the Principal submitted to the Obligee for the work described below,for the payment of which sum we hereby jointly and severally bind ourselves,our heirs,executors,administrators,successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WHEREAS, the Principal has submitted to Obligee, a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing,for the Pavement Rehabilitation on Four City Streets Rancho Avenue,from Rialto Avenue to Foothill Boulevard Plan No. 12482(SS 04-048); Windsor Drive, from Baseline Street to Gilbert Street Plan No. 12803(SS 11-012&SS 11-015);21st Street, from Valencia Avenue to Perris Hill Park Road Plan No.12818(SS 12-006);and Pens Hill Park Road,from 21st Street to Pacific Street Plan No. 12824(SS 12-009) (Copy here the exact title description of work, including location, as it appears on the Bid and Contract Document) for which bids are to be opened on September 18, 2012 (Insert date of opening) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void;otherwise,the same shall remain in force and effect;it being expressly understood and agreed that the liability of the Surety for arty and all claims hereunder shall,in no event,exceed the penal amount of this obligation as herein stated, The Surety, for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety does hereby waive notice of any such extension. Signed, this 6th day of September , 20 12 • IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,the day and year first mentioned. All American Asphalt .(SEAL) Fidelity and Deposit Company of Maryland (SEAL) Principal Surety By: ' BY: al St .grrature Signature 5yl,d C\! v i(,-e PieJ.7(Ci e Rebecca Haas-Bates,Attorney-in-Fact Printed Name and Ttitle Printed Name and Title COTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On 9/10/2012 before me, Donna Thorne, Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name(s)of Signer(s) f who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/ace subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their ,m• DONNA THORNE signature(s) on the instrument the person(s), or the entity upon behalf Commission # 1892010 of which the person(s)acted, executed the instrument. Notary Public-California Riverside County D I certify under PENALTY OF PERJURY under the laws of the State of My Comm. Expires Jun 7,2014, California that the forgoing paragraph is true and correct. WITNESS my hand and official seal. Signature Agen,4(,L Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Bid Bond Document Date 9/06/2012 Number of Pages: One (1) Signer(s) Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer—Title(s): Vice-President ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT RIGHT THUMBPRINT ❑Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER ❑Trustee Top of thumb here Top of thumb here ❑Trustee ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: All American As•halt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �<,:�.:?aS,:��-�:,�.S�=a.:a.:yaS�' R�S.:;ziS,� �i3,*�S��S:�a•,siS 5��,..»?la,• State of California County of Orange On 9/06/2012 before me, A.Wilkison, Notary Public Date Here Insert Name and Title of the Officer personally appeared Rebecca Haas-Bates Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that ite/she/they executed the same in+t/her/their authorized capacity(ies), and that by 14s/herAlieif signature(4 on the instrument the person(s}, or the entity upon behalf of which the persons}acted, executed the instrument. A.WILKISON Commission # 1866283 I certify under PENALTY OF PERJURY under the laws a z =ri-t_7/4.. Notary Public-California z of the State of California that the foregoing paragraph is Orange County r true and correct. My Comm.Expires Sep 26,2013 WITNESS my hand and official seal. Signature_ Oiegeeri-egie. CD Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Bid Bond Document Date: 9/06/2012 Number of Pages: One (1) Signer(s) Other Than Named Above: All American Asphalt Capacity(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: ❑ Individual CI Individual • Corporate Officer—Title(s): n Corporate Officer—Title(s): • Partner—E Limited LI General Partner—❑ Limited General FRIGHTTHUMBPRINT RIGHT THtrt aPn ar • Attorney in Fact OF SIGNER _!Attorney in Fact OF S Top of thumb here Top of thumb here • Trustee E Trustee • Guardian or Conservator E Guardian or Conservator C Other: Li Other: Signer Is Representing: Signer Is Representing: Fidelity and Deposit Company of Maryland .ti+Fy.:de --de-de Y-de-a;-46, Y -NG`a''�`+�•Y-Y..V-L b` ^N� •'Y'Y- ? ®2007 National Notary Association•9350 De Soto Ave..P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationaiNotary.org Item#5907 Reorder.Call Toll-Free 1-800-876-6827 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by FRANK E.MARTIN JR.,Vice President,and ERIC D.BARNES,Assistant Secretary,in pursuance of authority granted by Article V1,Section 2,of the By-Laws of said •ut n ,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d. - -# ADAIR and P. constitute and appoint William SYRKIN,Rebecca HAAS-BATES,Se" i�,&1t , " �1. ',ADAIR and and BAUER,all of Glendale,California, EACH its true and la .- .:_t or se'`0. e ,;' y. • �ertakin s,and the execution of deliver,for,and on its behalf as surety,and as its ac��y11 -• n' d4 . t : said Company,as fully the execution n of such bonds or undertakings in pursuance • ..-.- i+ ••ri', hall e 1.41 all intents and purposes,as if the :% f a 1' , ecut- vg icrt 'lam•b-• by the regularly elected officers of the Company at its office in Baltimo th • 'n • •Ik=' +:sv' .G • power of attorney revokes that issued on behalf of Richard ADAIR,P.BAUE R i' n The said Assistant . =+ � eby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By- : • s:'"said Company,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of June, A.D.2011. A'1-1EST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 1,..0 OEPOg a i„,:,. ,z>z 7:/ c-c4-)---' - ---777i5A(-it-pit,-, °,,... By: Eric D. Barnes Assistant Secretary Frank E. Martin Jr. Vice President State of Maryland l ss: City of Baltimore J On this 27th day of June, A.D. 2011, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified,came FRANK E. MARTIN JR., Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. t O)If J O, `� t�• ,.t.trr r, '`,;,'.'c.97 ` ��tllf tits` r� Constance A.Dunn Notary Public My Commission Expires: July 14,2015 POA-F 012-0033D EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 6th day of September 2012 . J Assistant Secretary PERMIT TO OPERATE PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818&12824 THIS FORM MUST BE FULLY COMPLETED AND INCLUDED WITH THE BID DOCUMENTS OR THE BID SHALL BE NON-RESPONSIVE. DESIGNATION/CERTIFICATION OF ASPHALT-RUBBER BINDER APPLICATOR(S) BIDDER proposes to have Asphalt-Rubber BINDER for ARAM (application) applied by: hb�� PCB ` U n 6\ Name/Address L) This section shall be completed even if the bidder plans to apply Asphalt-Rubber binder with its own equipment and labor forces. Name above must be the actual company applying the Asphalt-Rubber binder on the roadway. Bidder shall attach to this form copies of all required local air pollution control district or air quality management district final permit to operate (PTO) documents (not temporary, experimental, research, and/or authority to construct (ATC)) which allow the operation of the specific equipment to be used to ntrol emissions during the application of Asphalt-Rubber binder on the roadway (the Application). The Application, in a manner conforming with these project specifications, has been indisputably determined to be in non-compliance with California air quality regulations limiting opacity of emissions, unless a permitted emission control device is used during the Application to directly remove emissions occurring during the Application. It is for that device, which may be described as an air filter, custom air pollution control system, portable air pollution control, opacity control unit, emission control unit consisting of collection hood and 3-stage oil mist filter system, or other similar description for which a copy of a final PTO must be provided from the local air pollution control district or air quality management district. If the bidder fails to fully complete this portion of the bid and provide the foregoing documentation, the bid is non-responsive and shall be rejected. CERTIFICATION UNDER PENALTY OF PERJURY I certify under penalty of perjury under the laws of the State of California that I have read and understand the requirements contained in this form. I further certify that all information provided in response to this form is true and accurate to the best of my knowledge and belief. Print Name, Title Signature of Bidder Date C-13 REPRESENTATIVE ARAM PROJECTS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818&12824 THIS FORM MUST BE INCLUDED AND FULLY COMPLETED WITH THE BID OR THE BID SHALL BE CONSIDERED NON-RESPONSIVE. DESIGNATION/CERTIFICATION OF ASPHALT-RUBBER AND AGGREGATE MEMBRANE CONTRACTOR AND/OR SUBCONTRACTOR(S) Bidder proposes to have the ARAM installed by: This section shall be completed even if the apparent low bidder plans to produce and install ARAM with its own forces. Name of Contractor and/or Subcontractor(s) shall be the actual company(ies) applying the binder and aggregate. For any bid to be considered responsive, performance criteria must be demonstrated on five separate projects performed by the same contractor or subcontractor(s) designated above, and with equivalent aggregate and binder proposed for the ARAM in this bid. Two years shall have elapsed since completion of the ARAM surface on each project, and the projects shall be located in Southern California inland of at least one coastal mountain range or be a minimum 25 miles from the nearest point on the Pacific Ocean coast. To be considered a valid representative project, bidder must submit the name of the project, owner agency, agency representative's name and phone number, and a list of streets with limits totaling at least 1 mile (based on full width) in length for each project and the date the project was actually performed. A project will be considered a valid representative project if an asphalt emulsion spray application was originally placed with or without an application of sand, within 15 calendar days of the application of ARAM. Any other cover coat or course on the ARAM will cause the ARAM to be considered invalid as a representative project. ARAM on all projects must show insignificant raveling (loss of rock) and insignificant flushing (binder migration to the surface) at time of inspection by the Agency. Bidder shall verify any proposed representative projects prior to listing a subcontractor with such projects, or the bid will be considered non-responsive. If the Bidder cannot list in the space provided five projects that meet the criteria specified herein that were performed by the proposed ARAM contractor or subcontractor(s), the bid shall be considered non-responsive. C-14 REPRESENTATIVE ARAM PROJECTS PLANS & SPECIAL PROVISIONS NOS. 12482, 12803, 12818&12824 Name of Project No. 1 RTC ) t`p ) 13 _2 r}14 G CI Date Completed 'No z h 2 L 0 cY Agency C 0 U-1--v611-1 S Agency Contact .7.1,-,6,n fl R k'ZZ U-+--t) Phone ('1 lo O') 3 Sl—j - P Cp(Q 4 Approx. Length of ARAM(Full width) 14 056- LG/ ( I-e S Name of Project No.2 RTC ) \ - 2 1 5 °I b IA Date Completed J e Zo O Agency CA 1;--Wk f S Agency Contact S h Gj V� h i 2-2,(A-------6 Phone (_1 U)C ) jet - CO(p Lp Approx. Length of ARAM(Full width) )2 LGt r-, M I L c Name of Project No.3 RI 7 i ( 3 2 (1) i O 0 y Date Completed .�1/4 L1G s{- 2 b O (c, Agency C G((,' f1 S Agency Contact Sr 1 Gl W 1�1�9 22 `� Phone ( 1 (Q U ) c-516.---- CO(g Co Approx.Length of ARAM(Full width) 18 , 2_ L '1 -E' V1 ( (,, S Name of Project No.4 �-2 `b 6 >5 C) O L{0 S Date Completed kp r L O (o Agency (A S 1N Gl vr Chi I h GI 1,ii1 4. Agency Contact bc,G, 0 0-‘6--71s-___e Phone ( 7 1g(5) 0 q - 11 (c61 Approx.Length of ARAM(Full width) 1-. 4.5 8 L- ri-e yl ( LPS Name of Project No.5 'ZTE I I - 2 I �j 0 H Date Completed V1&t re„h 2 O C-= U Agency C Gt U-- --vzl n S Agency Contact \'V t') P. ( ?214- -4-6 Phone (1 (p 0) 9j-�j �(0(S (9 Approx. Length of ARAM(Full width) Z 2 rle V1 I �'C i' / V tce FVeicle qIl c I� . :. •'reofBidder Title Date IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-15 PART II SPECIAL PROVISIONS SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 1-1 SPECIFICATIONS AND PLANS 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for Public Works Construction, latest edition in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this Project, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following: A enc - The City of San Bernardino, or CITY. Board - The Mayor and Common Council for the City of San Bernardino. City Engineer - The City Engineer for the City of San Bernardino. Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and work involved in the Contract. Office of the District - Whenever, in the Standard Specifications and these Special Provisions, reference is made to the office of the District or the District's office, such references shall be deemed made to the Office of the City Engineer, Public Works Department, located on the 3rd floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. SP-1 The mailing address for the City of San Bernardino's Public Works Department is: City of San Bernardino Public Works Department 300 North"D" Street, 3`d Floor San Bernardino, CA 92418-0001 Resident Engineer - The Resident Engineer is the City of San Bernardino's Engineer City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. Notice Advertising for Bids - Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book". Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard f. Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency (CITY) are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as written and promulgated by the Public Works Standards, Incorporated, a mutual benefit corporation comprised of five members representing the American Public Works Association, and four members from the Associated General Contractors of California, the Engineering Contractors Association, the Southern California Contractors Association, and BNi Publications, Incorporated. The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other Contract documents. Only those Sections requiring amendment or elaboration or specifying options are called out. In case of conflict between the Standard Specifications and these Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. SP-2 References in these Special Provisions to "CALTRANS Standard Specifications" shall mean the latest edition of the Standard Specifications of the State of California, Department of Transportation. References in these Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this Project are contained in the "Standard Drawings" section of these Special Provisions. Where the Plans or Special Provisions describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. The Plans and Special Provisions for this Project shall conform to the requirements of the City of San Bernardino Municipal Code and Public Works Construction Policies, the latest editions of the Standard Specifications for Public Works Construction (Green Book), the American Concrete Institute (ACI), the current California Building Code, the current California Plumbing Code, CALTRANS Standard Plans, CALTRANS Standard Specifications, and these Special Provisions. Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised "Notice Inviting Sealed Bids". 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a Bid for the proposed Contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the 5th working day prior to the day of the proposed Bid opening. Any interpretation or correction of the proposed documents shall be made only by Addendum duly issued and copy of such Addendum will be faxed, emailed, mailed or delivered to each person of record as receiving a set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed documents. SP-3 1-1.06 ADDENDA OR BULLETINS -- All Bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this Project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be considered in the Bid and said addenda shall be made a part of the Contract Documents and shall be returned with them. Failure to cover in a Bid any such addenda issued may render the Bid irregular and may result in its rejection by the CITY. 1-1.07 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The CITY will provide the Contractor with five (5) sets of Plans and Special Provisions at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. SP-4 SECTION 2 2-1 BID REQUIREMENTS AND CONDITIONS 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent(10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the Contract if awarded to him. In the event the bidder, to whom the Contract is awarded, refuses to execute said Contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days following the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully executing the Contract. By not executing the Contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix the amount of said damage. Therefore, the CITY and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the CITY as liquidated damages and not as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected as invalid. 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of 15 % MBE and 5 % WBE on this Project. Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. A justification shall be provided to support the rejection of any bid from a minority or women's business enterprise, certified by CALTRANS. SP-5 2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all CITY contracts. Bidders shall assist the CITY in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in CITY contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the CITY to inform all bidders of the requirements for the Project for which the Contract will be awarded. The CITY may waive this requirement if the bidder certifies it is informed as to those Project requirements. (2) The bidder identified and selected specific items of the Project for which the Contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total Contract requirements into small portions or quantities to permit maximum participation of MBEs, WBEs and other business enterprises. (3) The bidder advertised for bids from interested business enterprises not less than ten calendar days* prior to the submission of bids, in one or more daily or weekly newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the CITY. (4) The bidder provided written notice of its interest in bidding on the Contract to those business enterprises, including MBEs and WBEs, having an interest in participating in such contracts. All notices of interest shall be provided not less than ten calendar days* prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub-contracting bids were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in CALTRANS District 8 are listed on the California Unified Certification Program (CUCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bep/find certified.htm SP-6 (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the Project. (6) The bidder provided interested enterprises with information about the Plans, Special Provisions and requirements for the selected sub-contracting work. (7) The bidder requested assistance from organizations that provide assistance in the recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days* prior to the submission of bids. (8) The bidder negotiated in good faith with interested MBEs, WBEs and other business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any enterprises, as determined by the CITY. As documentation the bidder must submit a list of all sub-bidders for each item of work solicited, including dollar amounts of potential work for MBEs, WBEs and other business enterprises. (9) The bidder documented efforts to advise and assist interested MBEs, WBEs and other business enterprises in obtaining bonds, lines of credit, or insurance required by the CITY or Contractor. If the CITY has established expected levels of participation for MBE and WBE sub- contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A determination of the adequacy of a bidders' good faith effort must be based on due consideration of the indicia of good faith as set forth above. In the event that the CITY is considering awarding away from the lowest bidder or not awarding a Contract to a proposed bidder because the bidder is determined to be non-responsive for failure to comply with the good faith indicia set forth above, the CITY shall, if requested, and prior to the award of the Contract, afford the bidder the opportunity to present evidence to the Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its outreach. In no case should the CITY award away pursuant to this program if the bidder makes a good faith effort but fails to meet the expected levels of participation. For the purposes of this Policy, "minority" shall be synonymous with "minority person" as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the discretion of the CITY to reject all bids in accord with Charter Sections 140 and 238 or Chapter 3.04 of the San Bernardino Municipal Code. The directions set forth herein shall take effect immediately, and all CITY Departments shall modify their implementation programs to the extent such programs are inconsistent with this policy. SP-7 2-1.04 SUBMISSION OF MBE/WBE INFORMATION — GOOD FAITH EFFORTS - The Contractor may submit the MBE/WBE INFORMATION — GOOD FAITH EFFORTS document with the Contract Bid Documents prior to the hour of the bid opening. If this document is not submitted with the Bid Documents, it must be submitted to the Public Works Department, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening. *In the of case short bid opening periods, proof of faxes requesting MBE, WBE participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. A sheet for listing the subcontractors, as required herein, is included in the Bid Documents, in Part I of these Special Provisions. 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Special Provisions, Plans, addenda, and all other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the CITY may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of the Contract Documents. C. The Bidder shall not be allowed any extra compensation by reason of any matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. D. No Bidder shall at any time after submission of a bid make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. SP-8 2-1.07 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the proposed work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at,the site of the proposed work. B. If, during the course of examination, a Bidder fmds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: 1. The site of the proposed work. 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the proposed work under the Contract. 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the Special Provisions, Plans, any Addenda, or any other Contract Documents. D. The information provided by the CITY is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. SP-9 2-1.08 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT -- No engineering or architectural firm which has provided design services for a Project shall be eligible to bid on the Contract to construct the Project. The ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of either. An affiliate is a firm which is subject to the control of the same persons, through joint ownership or otherwise. 2-1.09 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the CITY's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 2-1.10 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. SP-10 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- The award of the Contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The award of the Contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the Contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the Contract within 10 calendar and days after receiving notification of the award. Failure to file the stipulated documents within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the CITY as liquidated damages. 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY shall determine whether to award the Contract or to reject all bids. The award of Contract, ottonallyf made, will be to the lowest responsible Bidder as determined solely by the CITY reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal Notice Inviting Sealed Bids as may be required to provide for the best interests of the CITY. The Contractor's original signature on the Bid Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments. The Bidder to whom the Contract is awarded shall be notified upon approval of the Contract by the Mayor and Common Council. The Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Special Provisions, the Notice Inviting Sealed Bids and Addenda, together with any attachments, shall be c onsawarded.iered as pa not the event will an between the CITY and the Contractor to whom the Contract award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the Notice to Proceed i s executed accordance with Section 2-4, "CONTRACT BONDS", of the Standard and Specifications,Bond Contract bonds, including Payment Bond(Material din Best s Bond)most recent Insurance Guide of be underwritten by a surety company having rating "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and Performance Bonds equal to 100% of the award amount of the Contract. SP-11 3-1.04 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such submitted bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. No Contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. The Contractor shall fill out all documents contained in the Bid Document section, and comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic control and detour plans or escrowed bid documents, where applicable, will delay the issue of the Notice to Proceed, and such delay will subject the bidder to a negative determination of the bidder's responsibility should the bidder choose to participate in future public works bid offerings. SP-12 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT DAMAGES OF WORK, TIME OF COMPLETION AND LIQUIDATED GENERAL -- Attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion", Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special Provisions. 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall be within 10 working days of the notification of the award of the Contract by the Mayor and Common Council. The Contractor shall, at the time of the notification of award, inform the Construction/Survey Manager of any special circumstances or conditions that might prohibit the Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. In respect to work performed under the Contract, Subsection 6-1, "Construction Schedule" of the Standard Specifications, shall be deemed revised to include as follows: The Contractor's representative and the Contractor's principal [$10,000 of work and above of the Contract work]subcontractors shall attend the City's pre-construction meeting. Other agencies and utilities involved in this Project may also have separate pre-construction meetings; the Contractor and applicable subcontractors are required to attend the agency/utility meetings. In respect to work performed under the Contract, the first sentence of the first paragraph of Subsection 6-1, "Construction Schedule and Commencement of the Work," of the Standard Specifications, shall be deemed revised to read as follows: The Contractor shall submit a proposed construction schedule (Gantt Chart) for the entire Work to the Engineer for review and approval five (5) working days prior to the Pre-Construction Meeting and revised schedules thereafter as required by the Engineer when the Contractor's activities differ or are expected to differ from the latest existing schedule. If the Contractor has not submitted a Construction Schedule upon the date to start work in the Notice to Proceed, the Contractor will not be allowed to start work and will not be granted additional time. The Contractor shall refer to Section 8-1.01, "Description of Work," of these Special Provisions for any required or preferred sequence of work. SP-13 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed shall not be issued until all required documents have been submitted and approved by the Engineer. The Contractor shall immediately notify and obtain the approval of the Construction/Survey Manager, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. Required documentation shall include the Contractor's applicable NPDES plan (for required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). The Construction Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work for Bid Schedule Nos. 1, 2, 3 & 4 to completion before the expiration of Fifty (50) WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor and its subcontractors shall obtain a CITY Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North "D" Street, 2nd Floor, San Bernardino, CA 92418. 4-1.06 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San Bernardino the sum of Seven Hundred and Fifty Dollars ($750.00) per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. In case all the work called for is not completed in all parts and requirements within the time specified, the CITY shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the CITY. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the CITY, in writing, of the cause of the delay. The CITY will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. SP-14 4-1.07 PROGRESS REPORTS AND ACCOUNTING OF t CONTRACTOR e WORKING DAYS -- The Contractor shall submit periodic uPda�dsConstruction Schedule. Any the tenth day of each month. The report shall include p deviations from the original schedule shall be explained. Progress payments e withheld hheld pending receipt of any outstanding reports. Section 6-7.3 "Contract Time Accounto the Standard S eci acations is su erseded b these S ecial Provisions. The Engineer or Contra .time Per will make a daily determination of each working day to be charged against the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. 4-1.08 INSPECTION -- The Contractor is responsible to notify work blicfWorks Department's Inspection Office 48 hours prior to the stand removal of work performed and, without inspection by the CITY is subject to rejection at the Contractor's expense, the work will have to be reconstructed. At b the CITY's request, and the Contractor's expense, any pipes less than 24" must be inspected Y joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06, "HOLIDAYS, WORKING DAYS AND HOURS", of these Special Provisions. SP-15 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the County of San Bernardino, the State of California, and/or any incorporated city from all claims or suits for damages arising from the prosecution of the Contract work, as more fully described in Subsection 5-1.07, "CONTRACTOR'S LIABILITY", of these Special Provisions. The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands, judgments and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability coverage. 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the CITY with a policy or certificate of liability insurance prior to execution of the Contract. All of the Insurance Policies shall name the City of San Bernardino as an additional insured. The endorsement shall be provided by the broker or agent of the insurance company and shall be notarized to that effect. ACCORD Forms are not acceptable, nor forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) Contractor shall maintain minimum limits of insurance no less than: 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this Project/location; SP-16 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; 4. Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; 5. Course of Construction: Completed value of the Project. 5-1.03 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Workers' Compensation Insurance", of the Standard Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the Contract. 5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this Project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the Project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90- 358. Prevailing wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the "Notice Inviting Sealed Bids". The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. (a) The Contractor and all subcontractors shall keep an accurate payroll record, showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with public work. SP-17 (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accomplished. 5-1.06 EMPLOYMENT OF APPRENTICES -- This Project is subject to the State of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. The Contractor's attention is directed to the provisions in the following section of the California Labor Code concerning employment of apprentices on public works projects: 1773.3 An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Additional information regarding the Contractor's options for the employment of apprentices registered with the California Department of Industrial Relations, DAS can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager, the Director of Public Works or the City Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workers, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. SP-18 The Contractor shall not encroach on private property adjacent to this Project in any phase of the construction without first obtaining a signed Right of Entry document from the property owner and submitting this Right of Entry to the Engineer for approval, prior to any entry or encroachment onto private property. The Contractor shall be responsible for any injury to any person or damage to property resulting from any defects or obstruction occurring any time before Project completion and fmal acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any x monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the Contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work - provided for in the Contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the Contract, an adjustment, excluding loss of anticipated profits, will be made and the Contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the Contract is warranted. SP-19 No Contract adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No Contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. Any Contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 3-4, "Changed Conditions", of the Standard Specifications. 5-1.09 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any legal action to enforce or interpret any provisions of this Agreement will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. 5-1.10 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor and its subcontractors warrant they possess, or shall obtain, and maintain during the term of this Agreement, business registration certificate(s) pursuant to Title 5 of the City of San Bernardino Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are legally required of contractor/consultant/vendor to practice its profession, skill or business. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. SP-20 ACORD FORM INSURANCE SAMPLE: ACCORD CERTIFICATE OF INSURANCE DATE(MMIYYIDD) 00/00/00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. COMMERCIAL ASSOCIATES INS.,INC. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM, CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA-VALLEY FORGE YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP-FEDERAL INSURANCE COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS LTR TYPE OF INSURANCE NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) GENERAL LIABILITY EACH OCCURRENCE , S 1,000,000 X COMMERCIAL GEN LIABILITY FIRE DAMAGE(ANY ONE FIRE) S 500,000 A CLAIMS MADE OCCUR ... MED EXP(ANY ONE PERSON) S 5,000 X OWNER'S&CONTRACTOR'S PROT 102267576 02/01/98 02/01/99 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGREGATE S 2,000,000 PRODUCTS-COMP/OP AGG $2,000,000 L, AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 ,F X AUTO BODILY INJURY (Per Person) S B ALL OWNED AUTOS BODILY INJURY (Per ident) S BAP 5197135 02/01/98 02/01/99 RTY DAMAGE SCHEDULED AUTOS 'dent) S HIRED AUTOS .... NON-OWNED AUTOS GARAGE LIABILITY S O ONLY-EACH ACCIDENT other than auto ony: S ANY AUTO EACH ACCIDENT od/er than auto ony: S AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYER'S LIABILITY STATUTORY LIMITS C E.L.EACH ACCIDENT S1,000,000 8 1 02/01/99 THE PROPRIRETOR/ INCL E.L.DISEASE-EA EMPLOYEE $1,000,000 PARTNERS/EXECUTIVE 51,000,000 .,.. OFFICERS ARE: EXCL _ E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUEING THE CITY OF SAN BERNARDINO COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE LEFT. DEPARTMENT OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 N. "D" STREET, 3RD FLOOR JOHN E.SMITH (Signature) SAN BERNARDINO,CA 92418-0001 ACCORD 25-S(1/95) ©ACCORD CORPORATION SP-21 COMMERCIAL GENERAL LIABILITY NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS (FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANIZATION: CITY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS 300 NORTH"D" STREET,3RD FLOOR SAN BERNARDINO,CA 92418-0001 WIMPLE ONLY (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule,but only with respect to liability arising out of"your work" for that insured by or for you. NOTE: MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND CG 20 10 11 85 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-22 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2, "Contract Unit Prices", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor will be determined in accordance with Section 3-2.2.1, "General", of the Standard Specifications and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable Contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the Contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original Contract unit price. 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. SP-23 6-1.03.a NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM REQUIREMENTS -- Contractor, without limitation, shall be responsible for providing and implementing Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. All construction on off-site or on-site improvements shall adhere to NPDES Best Management Practices to prevent deleterious materials or pollutants from entering CITY or County of San Bernardino's storm drain systems. 6-1.03.b CONSTRUCTION-RELATED DEWATERING & DE MINIMUS DISCHARGES, SANTA ANA REGION - The CITY has been issued Municipal NPDES Permit No. CAS618036, Order No. R8-2009-0036, from the California Regional Water Quality Control Board, Santa Ana Region (SWQCB). Section XV of this permit authorizes De Minimus types of discharges listed in the Santa Ana Regional Board's General De Minimus Permit for Discharges to Surface Waters That Pose an Insignificant (De Minimus) Threat to Water Quality, Order No. R8-2009-0003, from CITY owned and/or operated facilities and activities (including construction). This Permit may be accessed at the SWQCB's Website at: http://www.waterboards.ca.gov/santaana/board_decisions/adopted orders/orders/2009/09 003 deminimus permi t wdr.pdf 6-1.03c MUNICIPAL NPDES PERMIT -- The CITY is subject to Municipal NPDES Permit No. CAS618036, Order No. R8-2010-0036, from the California Regional Water Quality Control Board, Santa Ma Region, which authorizes the discharge of storm water from its municipal separate storm sewer system (MS4). The MS4 Permit, requires the CITY to prepare and update a Stormwater Program Local Implementation Plan (LIP) which details how compliance with requirements of the MS4 Permits will be maintained. The Contractor is responsible for complying with all locally enforced water quality related codes and ordinances. The Municipal MS4 permit may be accessed by visiting the SWQCB's website at: http://www.swrcb.ca.gov/santaana/board_decisions/adopted orders/orders/2010/10 036 SBC MS4 Permit 01 2 9 10.pdf 6-1.03d WATER QUALITY ORDER NO. 2009-0009-DWQ (CONSTRUCTION GENERAL PERMIT) -- On September 2, 2009, the State Water Resources Control Board adopted Order No. 2009-0009-DWQ (Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activities and Land Disturbance Activities). Effective July 1, 2010, all dischargers (construction sites where calculated soil disturbance totals 1 acre or more) are required to obtain coverage and comply with this Construction General Permit (CGP). A copy of this permit, related documents/ attachments and subsequent amendment may be found on the internet at: http://www.waterboards.ca.gov/board decisions/adopted orders/water quality/2009/wqo/wgo2009_0009 dwq.pdf; SP-24 http://www.waterboards.ca.gov/board_decisions/adopted orders/water quality/2010/wgo2010_0014dwq.pdf The Contractor is hereby directed to read and understand all the requirements of this Permit as they relate to this Project. Prior to commencing work, the Contractor shall submit the required PRDs (Permit Registration Documents) to the Engineer. If any of the required items are missing, the PRD submittal is considered incomplete and will be rejected. Upon receipt and acceptance of a complete PRD submittal, the Engineer will electronically submit these documents through the Stormwater Multi-Application, Reporting and Tracking System (SMARTS) to the State Water Resources Control Board(SWRCB)to obtain coverage under the CGP. 6-1.03e STORM WATER POLLUTION PREVENTION PLAN (SWPPP) -- The Contractor will be required to develop and submit a Project site-specific SWPPP, prepared by a Qualified SWPPP Developer (QSD) as defined by the CGP. The SWPPP shall cover all four streets in this Contract. The SWPPP shall be developed, amended, and certified by a Qualified SWPPP Developer (QSD). A QSD shall have one of the registrations or certifications listed in Section VII.B.1 of the CGP, and effective September 2, 2011, must have attended a State Water Board-sponsored or approved Qualified SWPPP Developer training Course. The SWPPP must include the information needed to demonstrate compliance with all the requirements of the CGP, for review, acceptance, and certification by the CITY prior to submittal of the PRDs (the SWPPP is a required component of the PRD electronic submittal package). NO CONSTRUCTION ACTIVITY CAN BE ALLOWED UNTIL THE CITY HAS RECEIVED A TRACKING NUMBER FROM THE SWRCB. The SWPPP shall be developed and updated using Section 2 and Appendix G of the California Stormwater Quality Association (CASQA) Stormwater Best Management Practice Handbook Web Portal for Construction. The CASQA Construction BMP Web Portal requires a subscription to be purchased from CASQA and can be accessed at the following link: http://www.casga.org/LeftNavigationBMPHandbooksPortal/tabid/200/Default.aspx In addition,the SWPPP Template,BMP Factsheets, and other stormwater information can be secured from the CASQA's Website at: http://www.casga.org/LeftNavigation/ConstructionBMPHandbookPortalS WPPPTemplate/tabid/200/Default.aspx The Contractor must amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall designate a Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements on the Project at all times. Contractor's QSP must be on site to observe BMP installation and approve of all SWPPP implementation. Contractor's QSP must be on site during all required NPDES inspections SP-25 (weekly, rain events, and quarterly non-storm). Within seventy two (72) hours from receiving BMP corrections from CITY, Local Agencies and/or SWRCB staff(but only as directed by the Engineer), Contractor's QSP shall initiate SWPPP modifications in the field as necessary and complete them as soon as possible and prior to predicted rain events. Contractor's QSP shall prepare written reports for the corrective actions and submit them to the Engineer. All work on the Project may be stopped at the Engineer's discretion if corrective action is not taken within a timely manner. Any cost/delays incurred due to stopped work will be solely borne by the Contractor. The SWPPP shall not be construed to be a waiver of the Contractor's obligation to review and understand the CGP before submitting a bid. By submitting a bid, Contractor acknowledges that he has read and understands the requirements of the CGP. Contractor is hereby notified that specific construction practices in Sections 7-8, "WORK STT'E MAINTENANCE," and 7-10, "PUBLIC CONVIENENCE AND SAFETY," of the Standard Specifications, are considered to be Best Management Practices. Applicable construction practices in the Standard Specifications shall be incorporated into the SWPPP. Full compensation for including and complying with construction practices in the Standard Specifications shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 6-1.03f REPORTING AND COMPLIANCE -- The Contractor shall be responsible for providing all reports required by the CGP (monitoring, inspection, Rain Event Action Plans, annual reports, etc.) to the Engineer for review. Time sensitive reports involving monitoring data shall be provided as soon as the information is made available. All other reports shall be provided to the Engineer a minimum of two weeks prior to their deadline for submittal to the SWRCB through SMARTS. The Contractor shall submit the first version of the complete SWPPP in electronic format with one (1) hard copy in a three (3) ring binder, with separators and tabs to the Engineer for review and comments. Upon acceptance of the SWPPP, the Contractor shall submit a fmal electronic plan and three (3)hard copies, each placed in a three (3)ring binder with separators and tabs. The Engineer's review/ acceptance is for administrative purposes only and shall not relieve the Contractor from his responsibility to provide adequate stormwater management per the requirements of the CGP. The Contractor shall implement, maintain, and amend the SWPPP as needed during the course of work to reflect actual construction progress and construction practices. The Contractor shall designate a Qualified SWPPP Practitioner (QSP), as defined by the CGP, who will be responsible for compliance with CGP requirements for the Project at all times. SP-26 The Contractor shall be responsible for and shall submit to the Engineer copies of all Contractor generated SWPPP documents, including all sampling test results, inspection reports, Rain Event Action Plans (REAP), annual reports, and other time sensitive documents involving monitoring data. Such documentation shall be provided as soon as the information is made available and shall be provided within twenty-four (24) hours when requested by the Engineer. The Contractor shall be required to produce such data and documentation at the Project site on demand if so requested by Santa Ana Regional Water Quality Control Board Staff during a site inspection. The Contractor shall comply with all the requirements identified in the CGP. Non- adherence with the requirements identified in the CGP may constitute a violation of the Clean Water Act and the Porter-Cologne Water Quality Control Act and may be grounds for enforcement action by the RWQCB. Any fines incurred by the CITY due to the Contractor's lack of compliance with the requirements of the CGP, shall be back charged by the CITY to the Contractor and deducted from any monies that may become due to the CITY. 6-1.03g PAYMENT -- Full compensation for conforming to the requirements of the "STORM WATER POLLUTION PREVENTION PLAN," per Bid Schedule, shall include, but not be limited to, the following: 1. Submit Permit Registration Documents (PRDs) per Section XV of the Municipal Permit and Appendix B of the CGP to the Engineer. 2. Develop a SWPPP to conform to the Contractor's actual construction practices; 3. Administer, implement, maintain, and ensure adequate functioning of the various water quality control measures identified within the SWPPP during construction including all Numeric Action Level (NAL) and Numeric Effluent Limitation (NEL) sampling, monitoring and reporting requirements statutorily required for the determined Risk Level of the Project site. These tasks must be performed by Qualified SWPPP Practitioner (QSP). Effective on September 2, 2011, a QSP shall meet the requirements listed in the General Permit. 4. Pay all annual permit fees (if applicable); 5. Contractor will be responsible for paying all fines imposed by the State Water Resources Board for violation to the CGP caused by Contractor's operations which fail to comply with the CGP. 6. Provide and maintain all documentation (at the jobsite) and administration for the entire Contract period; 7. Perform all work required for compliance with the requirements of the CGP including preparation of all Rain Event Action Plans (REAPs), construction of effective treatment control BMPs, i.e.: contingency basins, chemical treatments, etc. if applicable. 8. Provide all labor, tools, equipment, materials and incidentals for any additional BMPs not shown or identified in the SWPPP which may be required to comply with the requirements of the CGP or when requested by the Engineer and shall be considered as included in the Contract Lump Sum price paid for "STORM WATER POLLUTION PREVENTION PLAN," per Bid Schedule, and no additional compensation will be allowed therefor. SP-27 6-1.04 PERMITS AND LICENSES -- The Contractor shall pay for and obtain -: City Business Registration prior to the execution of the Contract. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Department, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, California. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from Underground Service Alert(USA). The Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to the Community Development, Building and Safety Division, the Public Works Department, Street Division, any involved water agency, county flood control, railroad, Caltrans, Fish & Game, Army Corps of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and these Special Provisions. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. 6-1.05 EXTRA WORK AND MARKUP -- Any Extra Work done shall conform to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the restrictions of Section 20452 and 20455 of the Public Contract Code. However, equipment rental rates shall conform to State of California Business and Transportation agency, Department of Transportation, Division of Construction, "LABOR AND EQUIPMENT RENTAL RATES," latest Edition, unless the Extra Work is done for a negotiated price. A. Work by Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor 20 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at the rate specified by the bonding company. B. Work by Subcontractor When all or any part of the Extra Work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the Extra Work and a markup of SP-28 5 percent on work added in excess of$5,000.00 of the subcontracted portion of the Extra Work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 8:00 a.m. and 4:00 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m.),unless approved by the Engineer. The Contractor shall coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings,Fridays or Saturdays. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. Except for Fridays, in the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. Designated legal Holidays are: January 1st, the third Monday in January, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 12th, Thanksgiving Day and the Friday following, December 25th and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. 6-1.07 PAYMENTS -- Attention is directed to Sections 9-3, "Payment", and 9- 3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated into the work. To Section 9-3.2, "Partial and Final Payment," of the Standard Specifications, add the following: When an item of work is designated as "Final Quantity" (F) in the "BID FORM," of these Special Provisions, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any portion of the item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the estimated quantity for the item will also be eliminated. If a portion of the final pay item is SP-29 eliminated, the fmal pay quantity will be revised in the amount represented by the eliminated portion of the item of work. The estimated quantity for each item of work designated as "Final Pay Quantity" (F) in the "BID FORM," Section of these Special Provisions, shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity. The Contractor shall submit "As Built" Project drawings to the Engineer prior to the release of fmal payment and/or bonds. 6-1.08 PROJECT APPEARANCE -- The Contractor shall maintain a neat appearance to the work including use of street sweeping. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. The Contractor is encouraged to recycle all materials. The Contractor shall provide the CITY all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California(CELSOC) survey monument preservation guidelines. The Contractor shall perform and be responsible for the accuracy of surveying adequate for construction. This includes providing any survey work necessary to set grade for new or replacement roadway work, to reconstruct or retrofit curb ramps, replace curb and gutter, spandrels, cross gutters and drive approaches, to match existing non-disturbed sidewalk and curb and gutter at existing limits, and allow the continuous, uninterrupted flow of water off the roadway and into a drainage facility, existing gutter, swale or native soil. SP-30 A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the CITY a copy of all survey notes and a Certificate Record of Survey. All new and replaced survey ties shall be by transit method. All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the CITY within 30 days of such filings. Full compensation for "SURVEYING SERVICE," including preparation of survey documents, revisions to the survey documents, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with these Special Provisions, the CLSA, and as directed by the Engineer, shall be considered as included in the various Contract bid items of work involved, and no additional compensation shall be allowed therefor. 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate SP-31 instructions. If the Contractor proceeds with the work so affected,without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the CITY. In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this Contract to acceptance. The Contractor is responsible for replacing any damaged improvement or facility to original condition or better. 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not -„ be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and CITY laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict,the more stringent requirement shall be followed. 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorized to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety Supervisor. B. The Contractor will, through and with his Safety Supervisor, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. SP-32 C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1-17 MEETINGS -- A. The Contractor shall attend weekly progress meetings at the Project site. B. In general, these meetings will be attended by the Contractor, the Engineer or designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. C. Meeting minutes will be taken by the Engineer or designee. The meeting minutes will be available to the Contractor at the following weekly meeting. The Contractor shall be responsible to distribute the meeting minutes to all parties performing work under this Contract. D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. E. These meetings shall be attended by the Contractor, the Engineer or designee, and any subcontractors specified by the Engineer. 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various Contract bid items of work involved, and no additional compensation will be allowed therefor. SP-33 SECTION 7 7-1 UTILITIES 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special Provisions. The Contractor shall notify the Engineer immediately of any conflict. The Contractor shall match existing products. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the Project limits may be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6788 Attn: SCE Planning Supervisor 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92314-9720 Phone: (909) 335-7883 Attn: Larry Thomas, Planning Associate 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Engineering Section 300 North"D" Street, 5th Floor San Bernardino, CA 92418 Phone: (909) 384-5931 Attn: Ted Brunson, Water Utility Eng. Tech SP-34 4. VERIZON 9 South 4th Street Redlands, CA 92373 Phone: (909) 748-6655 Attn: Rick Pesquera 5. TIME WARNER TELCOM OF CALIFORNIA 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Bruce Dewese 6. TIME WARNER TELCOM OF CALIFORNIA (TCI) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer 7. SBC-Services 3073 Adams Street, 2nd Floor Riverside, CA 92504 Phone: (951) 359-2255 Attn: Lee Corby, Area Engineer 8. SPRINT COMMUNICATIONS 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 873-8022 Attn: Lynn Durrett, Area Cable Project Engineer 9. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Gregory Yates 10. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT; STREET DIVISION 234 S. Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5203 Attn: Robert Eisenbeisz, City Engineer SP-35 11. CITY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT; TRAFFIC SIGNALS & STREET LIGHTING 234 S. Mt. View Avenue, #110 San Bernardino, CA 92408 Phone: (909) 384-5084 Attn: Anthony Lugo, Traffic Eng Assoc. 12. AT&T INQUIRIES —LONG DISTANCE 22311 Brookhurst Street, Suite 203 Huntington Beach, CA 92646 Phone: (925) 977-2413; (714) 963-7964 Attn: Steve Shermoen 13. COUNTY OF SAN BERNARDINO, FLOOD CONTROL DISTRICT 825 E. Third Street San Bernardino, CA 92415 Phone: (909) 753-7070 Attn: Richard Mendoza 14. CALIFORNIA DEPARTMENT OF TRANSPORTATION 464 West 4th Street, MS 619 San Bernardino, CA 9240101400 Phone: (909) 383-4626 Attn: Fareha Zinnrayen (only contact if work occurs within State's right of way where Rancho Avenue intersects with Foothill Boulevard) 15. METROLINK (SCRRA) 279 E. Arrow Highway, Suite A San Dimas, CA 91773 Phone: (909) 394-3418 Attn: Christos Sourmelis, ROW Crossings Coordinator 16. SAN BERNARDINO VALLEY MUNICIPAL WATER DISTRICT 380 E. Vanderbilt Way San Bernardino, CA 92408 Phone: (909) 387-9215 Attn: Bob Tincher 17. RIVERSIDE HIGHLAND WATER COMPANY 12374 Michigan Street Grand Terrace, CA 92313-5602 Phone: (909) 825-4128 Attn: Craig Gudgeon, Distribution Superintendent SP-36 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the location of all underground utilities and services, including potholing, before proceeding with the work, requesting in advance the services of inspectors from the utility companies in order to ascertain said locations. Damage to underground utilities resulting from neglect on the part of the Contractor shall be corrected and paid for by the Contractor. 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard Specifications. 7-1.04 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of public utilities seventy two (72) hours in advance of excavating around any of their facilities and substructures and shall also provide the same notice to Underground Service Alert of Southern California, telephone number 1/800/422-4133. 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this Contract will be relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade of the project structure, to be built in order to avoid said utility. The Contractor may coordinate the work with the utility owners. Abandoned utilities, which interfere with the construction of any portion of this Contract, may be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. Upon the occurrence of emergency events, such as gas leaks or electric power interruptions, wherein normal previous work day notification procedures may not be performed, - "emergency notification" by the Contractor shall be submitted by emailing utilitiescsbcitv.org at the time utility crews are being dispatched. Additionally, if the event occurs during normal business hours (Mon-Fri, 8:00 am to 4:00 pm), a phone call to (909) 384-7272 (SBDIRECT) shall be made by the Contractor informing the Engineer, in addition to the email, of utility crews being mobilized for such work. Failure to do so may result in work stoppage, citation, or both. 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-37 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of fabricate and place construction information signs, clearing and grubbing; removal and reconstruction of various concrete improvements, including curb ramps, sidewalk, driveway approaches, curb, curb and gutter, cross gutter, spandrels; construct drop inlet, parkway culvert, local depressions, storm drain, side inlet, concrete collar and junction structure; repair existing metal beam guard rail railing and supporting embankment; wedge cut mill and roadway mill; remove and replace deteriorated asphalt concrete pavement; crack seal, asphalt rubber aggregate membrane, and placement of an asphalt concrete leveling course and an asphalt concrete overlay; application of traffic striping and pavement markings; adjustment of existing utility frames and covers and City water utility enclosures; grinding curb and gutter, sidewalk and driveway approaches; NPDES and SWPPP requirements; traffic control; survey marking and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions, shall be performed, placed, constructed or installed. In addition to the work items noted herein above, per the Plans, pavement rehabilitation and reconstruction work will more specifically include: • Bid Schedule No. 1 (Rancho Avenue): Per Plan, mill portion roadway pavement, remove and replace localized deteriorated asphalt concrete pavement (minimum 4" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 4" Hot Mix Asphalt (HMA)), crack seal, 3/4" HMA leveling course from Railroad northerly to Foothill Boulevard; Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2" HMA over entire Project roadway segment. • Bid Schedule No. 2 (Windsor Drive): Localized micro-grind, mill roadway pavement width to a variable depth, remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 '/z" Hot Mix Asphalt (HMA)), crack seal, Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2" HMA. • Bid Schedule No. 3 (21st Street): Localized micro-grind, mill roadway pavement width to a variable depth, remove and replace localized deteriorated asphalt concrete pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 '/z" Hot Mix Asphalt (HMA)), crack seal, Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2" HMA. • Bid Schedule No. 4 (Perris Hill Park Road): localized micro-grind, mill roadway pavement width to a variable depth, remove and replace localized deteriorated asphalt concrete SP-38 pavement (minimum 2-1/2" depth removals, compact the underlying sub-base/ subgrade to a minimum 95% relative compaction, then place 2 %2" Hot Mix Asphalt (HMA)), crack seal, Asphalt Rubber Aggregate Membrane, and place final surface course of 1.2" HMA. The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the Project. 8-1.02 ORDER OF WORK -- the Order of Work shall generally include: • Conducting mobilization activities including property owner notifications, utility locating, implementing Project SWPPP and BMPs, securing all permits and licenses, preparing and submitting Project schedule(s). • All demolition, clearing, grubbing and removals. • Storm drain work on Rancho at Rialto; reconstruction or construction of PCC curb ramps, curb, curb & gutter, gutter, cross gutter and spandrels, sidewalk, ADA bypass and driveway approaches; drop inlet improvements; wedge cut mill and mill roadway; AC pavement street improvements (removal and replacement); AC pavement, asphalt rubber aggregate membrane, utility adjustments, and replacement traffic loops. • Signing, striping, and site clean-up. 8-1.03 WORK SITE MAINTENANCE -- Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", of the Standard Specifications. To Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, add the following: Dust control shall hereby be defined as the elimination and/or control of dirt, dust, mud and debris from propagating or spreading onto properties, private or public, adjacent to the Project and Contractor's work areas. No separate payment will be made for any work performed or material used to control dust resulting from the Contractor's performance of the work, or by public traffic, either inside or outside the right-of-way. Construction activities will take place in fully developed residential neighborhoods and along a roadway within a commercial/ industrial district. Localized speed limits are posted as high as 45 mph. Dust Control shall be strictly enforced. Contractor shall at all times keep a water truck or other equipment at the job site in working order capable of performing dust control for the duration of the Contract period. Subject to paragraph two of Subsection 7.8.1, "Cleanup and Dust Control," of the Standard Specifications, Contractor is required to furnish and operate a self- SP-39 loading motor sweeper with spray nozzles a minimum of once each work day, when and where required for proper dust control, and as directed by the Engineer. Cost for furnishing and operating sweeper (including those instances in addition to the minimum requirements) shall be included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Dust control shall be performed a minimum of four times a day for the duration of the Contract period: twice in the morning and twice in the afternoon (time periods to be equally spaced), and as directed by the Engineer. Dust control performed by the Contractor in addition to the minimum daily requirement and at the direction of the Engineer, shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. Performing the minimum dust control required by the Contract will in no way relieve the Contractor from his responsibility for providing adequate dust control measures. Full compensation for conforming to the requirements of Dust Control including all labor, equipment, tools, materials, and incidentals shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.04 WATERING -- Watering shall consist of developing a water supply and furnishing and placing all water required for work done in the Contract. Full compensation for conforming to the requirements of Watering shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.05 DEVELOP WATER SUPPLY -- Work shall consist of developing a water supply and for furnishing and placing all water required for work done in the Contract, including water used for Extra Work. Full compensation for developing a water supply and for furnishing and placing all water required for work done in the Contract, including Extra Work, shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. 8-1.06 PROJECT LOCATION -- See separate bound Plans. 8-1.07 APPROVED MATERIALS -- Whenever the expression "or Engineer- approved equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. All substitution requests shall state the SP-40 reason for the request and the difference in price between the item specified and the requested substitution. All substitution requests shall be submitted to the City Engineer or designee in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. The Contractor shall make any corrections to shop drawings required by the Engineer. 8-1.08 CITY-FURNISHED MATERIALS -- CITY furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: Materials, if furnished by the CITY, will be made available as specified in these Special Provisions. The Contractor is responsible for loading, unloading, hauling and handling, and placing CITY-furnished materials. The Contractor shall inspect and assure itself of the amount and soundness of such materials. The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. CITY-furnished materials that are lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the CITY for the cost of replacing CITY-furnished material and such costs may be deducted from any monies due or to become due the Contractor. 8-1.9 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Special Provisions, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 5th working day prior to the day of the proposed bid opening. If there are any questions regarding this Project, please contact: City Engineer's Office San Bernardino City Hall 300 North "D" Street, 3`d Floor San Bernardino, CA 92418 SP-41 RE: PAVEMENT REHABILITATION ON FOUR CITY STREETS:: 0.RANCHO AVENUE, 04-048 E, ); FROM RIALTO AVENUE TO FOOTHILL BOULEVARD, STREET, PLAN NO. 12803 WINDSOR DRIVE, FROM BASELINE STREET TO G I (SS 11-012 & SS 11-015 ); 21ST STREET, FROM VALENCIA AVENUE RK RO PERRIS ILL PARK ROAD, PLAN NO. 12818 ( SS N:0612824 PSS�12 009 ) STREET TO PACIFIC STREET, PLAN Ted Rigoni Tel: (909) 384-5198; Fax: (909) 384-5190 E-mail: rigoni to @sbcity.org SP-42 SECTION 9 9-A TRAFFIC CONTROL 9-A.1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, latest edition, and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the most recent "California Manual on Uniform Traffic Control Devices". The initial Traffic Control/ Traffic Detouring Plans submittal shall be made by the Contractor to the Engineer a minimum of five (5)working days prior to the Preconstruction meeting. Traffic Control/ Traffic Detouring plans shall be based on the most recent "California Manual on Uniform Traffic Control Devices". Work operations shall not commence on a street until after written approval of the Traffic Control/ Traffic Detouring Plans. Construction operations will take place within a residential neighborhood, and a commercial area. Access to adjacent properties may be interrupted during working hours, as pre- approved by the Engineer, for the accomplishment of the Work. However, overnight vehicular access to adjacent properties shall be re-established by the Contractor unless otherwise allowed by the Engineer. All temporary traffic striping and maintenance shall be done by the Contractor, including placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping to original configuration, and as directed by the Engineer. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk shall be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing an approved traffic control plan, for each of the five roadways, based on the most recent "California Manual on Uniform Traffic Control Devices". Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings, regulatory signs and any other safety control devices, including flag Bien. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. SP-43 In addition to the foregoing traffic control and safety measures, the Contractor shall immediately implement any measures requested by the Engineer defined as necessary to ensure the proper flow of traffic, the protection of the public and/or the safety of the workers. The Contractor shall maintain at all times the ability to respond to calls from the Engineer, including during non-working hours to replace or provide additional traffic control or safety devices as required. All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions to parking and access. Written notification shall be given to all places of business and residences at least 48 hours in advance of commencing work that will affect access to and from their properties. The Contractor shall notify all local authorities of his intent to begin work, in writing, at least seven (7) days before work is begun. Arrow boards shall be properly placed on all lane closures on arterials and collectors, regardless of posted speeds, volumes or visibility, or as otherwise required by the Engineer. Solar powered lighted-associated arrow boards are required on overnight detours in residential areas. The Prime/ subcontractor(s) shall submit traffic control plans one (1) week prior to issuance of lane closure approvals as issued by the Engineer. Traffic Control plans, traffic signal, striping/legends work and materials shall be in accordance with CITY standards, the current California Manual of Uniform Traffic Control Devices (MUTCD), the current California Joint Utility Traffic Control booklet (CJUTC), and the current Work Area Traffic Control Handbook (WATCH) manual. All methods, plans, and layouts shall be approved by the Engineer. Nothing in these Special Provisions shall be construed as relieving the Contractor/ subcontractor from its responsibility to provide for the safety and convenience of traffic and the public during construction. In the event of conflict, the order of precedence shall be as follows: a. Project Special Provisions b. CITY-approved Traffic Control Plans c. Current CA MUTCD d. Current CA WATCH manual e. Current CJUTC booklet f. Current Standard Specifications Contractor shall implement the Traffic Control plans for daytime work only. In the event that the plans need to be used during the hours of darkness, the traffic control devices shall be illuminated to retro-reflectorized. Adequate lighting shall also be provided along the work zone. The Engineer reserves the right to observe field conditions and to make necessary changes in the field, at Contractor's cost. SP-44 All temporary traffic control advance warning signs shall be 36" X 36" minimum. Traffic control signs on arterials with an approach speed of 45 mph or higher shall be 48" X 48". All conflicting signs, striping and pavement markers shall be covered and/ or removed during construction. The covers shall be removed from the signs and striping and pavement markers shall be in place after the completion of construction. All temporary traffic control devices shall be weighted in place or double-based to prevent overturning. Channelizers shall be spaced at 20 feet O.C. within 300 feet of an intersection. At areas where work is taking place, on curves, or areas of head on conflict, the channelizer spacing shall be reduced in half. All traffic control signs installed on sidewalk shall either be secured to an existing street light pole or a separate pole with a minimum height of seven(7) feet to the bottom of the sign. The Contractor/ subcontractor shall notify the Engineer a minimum of 48 hours before implementing the approved Traffic Control plans. Temporary NO PARKING signs, when applicable, shall be properly posted at least 72 hours prior to commencement of work. All Contractor/ subcontractor shall properly replace with thermoplastic all traffic pavement markings and striping that has been disturbed by the work. Conflicting striping and legends shall be properly and completely removed. Traffic signal loops that are affected or damaged by the work activities shall be replaced in-kind within seven (7) calendar days. Final paving for trench repair within a roadway shall be completed within 20 working days of backfill and temporary paving. Final paving after cold milling or micro-grinding operations shall be completed within seventy two (72) hours. 9-A.1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-A.1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on SP-45 them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this Project. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-A.1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized by the Engineer. 9-A.1.05 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. 9-A.1.05a WORK ON PERRIS HILL PARK ROAD -- For work done in the vicinity of Pacific High School, along Perris Hill Park Road, Contractor is to note the following (Contact: Mr. Tex Acosta, Principal, (909) 388-6419): o Adjacent to the school, localized portions of the street repair work may take place during week days; however, the general street ARAM and overlay work shall be scheduled to occur on Saturdays, when school is in session during the week. o The SBCUSD's School District's Safety Officer, Mr. Eric Vetere (909) 381-1193, is to be contacted two weeks prior to the start of the work, and informed of planned construction activities. o Contractor shall provide the School a two-week notice prior to the start of work. o Contractor shall refrain from high noise generating activities during testing periods when in the vicinity of a school (such as cold milling). Contractor shall coordinate with the school as to the best times to undertake noise generating activities adjacent to the school. o During the fall, football games occur on Friday evenings. The roadway needs to be completely open to traffic and access to the school's parking lot unrestricted on these days/times. o During the entire school year, sporting events occur at 3:00 pm, on a daily basis. The contractor will be required to structure his work activities near the school so as to limit his impacts to traffic (motor vehicles, bicyclists and pedestrians) to the greatest extent possible. o When curb returns or sidewalk replacement work is underway, the City's contractor will be required to provide stable, safe and secure access to pedestrians and students around his work activities. SP-46 o School busses park on northbound Penis Hill Park Road, near the school's southerly access point. Busses park during the week from 7:00 am to about 7:25 am for drop off, and from 2:00 pm to 2:50 pm for pick up. Contractor's activities during these times will occur elsewhere along the street (no work in the bus loading zone during these times). o School class hours are approximately 7:00 am to 3:00 pm. The school's academic calendar (classes) runs from the first week in August to the last week in May; all requirements will apply to the entire construction Contract, whether the school is in session or not. 9-A.1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. 9-A.1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane at a time. The Contractor shall submit traffic control plans and obtain written approval from the Traffic Engineer prior to lane closure. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays; after 3:00 p.m. on Fridays (unless otherwise approved by the Engineer) and the day preceding designated legal holidays; and when construction operations are not actively in progress on working days. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detour of the public during construction. Emergency vehicles shall be permitted access at all times to any street. Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise approved by the Engineer. 9-A.1.08 PAYMENT -- Full compensation for furnishing, installing, modifying, moving and removing signs, lights, flares, barricades, providing and modifying a traffic control plan to meet Contractor's operations, traffic control devices, resident and school notifications of SP-47 pending work, all as necessary to expedite passage of public and pedestrian traffic through the work areas, shall be considered as included in the Contract Lump Sum bid price paid for "TRAFFIC CONTROL" per Bid Schedule, and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the Contract Lump Sum bid price paid for "TRAFFIC CONTROL", per Bid Schedule, and no additional compensation will be allowed therefor. SP-48 9-B TRAFFIC CONTROL IN VICINITY OF SCRRA/BNSF RAILWAY LINES 9-B.1.01 GENERAL -- On Rancho Avenue, this Contract includes the rehabilitation of pavement adjacent to existing railway lines operated by the Southern California Regional Railroad Authority (SCRRA, also known as Metrolink), and Burlington Northern Santa Fe (BNSF) Railway. The southerly set of tracks crossing Rancho Avenue is operated by BNSF, and the northerly set of tracks is operated by SCRRA. Both tracks are operational daily, and lie within right of way controlled by SCRRA. For work done within and adjacent to the SCRRA/ BNSF Railway lines right of way, Contractor is notified of, and shall adhere to, the following: o SCRRA is not a member of DIGALERT. Contractor shall call SCRRA's Signal Department at (909) 859-4100 a minimum of five days prior to beginning construction to mark signal and communication cables and conduits. To assure cables and conduits have been marked, no work may proceed until the Contractor has been provided with an SCRRA dig number. In case of signal emergencies or grade crossing problems, the contractor shall call SCRRA's 24-hour signal emergency number 1-888-446-9721. o Contact SCRRA's consultant/contractor at (714) 920-9037 to arrange for flagging services. Flagging service is dependent on Employee-In-Charge (EIC) availability and may require a minimum of fifteen working days prior to beginning work. Prior notification of flagging services does not guarantee the availability of the EIC for the proposed date of work. o Contact SCRRA's consultant/contractor at 1-877-452-0205 to arrange for third party safety training. Allow 24 to 72 hours from the time of the request for safety training, for the training to be arranged. o Contractor shall be responsible: 1) For adhering to and abiding by SCRRA's Temporary Traffic Control Guidelines entitled, "Temporary Traffic Control Guidelines for Highway-Rail Grade Crossings," dated 01/25/06; 2) For filling out, submitting and adhering to SCRRA's Form No. 6 document entitled, "Temporary Right-of-Entry Agreement," dated 07/20/11; 3) For payment of all fees required for the work within SCRRA right of way, as identified in SCRRA form entitled, "Schedule of Fees," revised 07/20/11; and 4) For completing and adhering to SCRRA's Form No. 5, entitled, "Indemnification and Assumption of Liability Agreement," dated 07/20/11. The four referenced documents are included within the Appendix to these Special Provisions, and are also available on SCRRA's website at wwvw.metrolinktrains.com. All of these forms and the Contractor's responsibility to adhere and abide by SCRRA's requirements therein are made a part of this Contract by reference herein. o Temporary traffic control plans shall be submitted to SCRRA for comments and approval not less than 14 days prior to start of the work. The temporary traffic control SP-49 plans shall be prepared, signed and sealed by a California Licensed Civil or Traffic Engineer. Temporary traffic control shall comply with current editions of the California Manual of Uniform traffic Control Devices (CA MUTCD), Work Area Traffic Control Handbook (WATCH), and Temporary Traffic Control Work At or Near Grade Crossing Guidelines, prepared by SCRRA and SCRRA's Engineering Standard ES4301. o SCRRA Employee-In-Charge (EIC) must be present at the crossing at all times during temporary traffic control activities. 9-B.1.02 PAYMENT -- Full compensation for furnishing, installing, modifying, moving and removing signs, lights, flares, barricades, providing and modifying a traffic control plan to meet Contractor's operations, traffic control devices, all notifications of pending work, all as necessary to expedite passage of public and pedestrian traffic through the SCRRA/BNSF work areas, for adhering to SCRRA's Temporary Traffic Control Guidelines entitled, "Temporary Traffic Control Guidelines for Highway-Rail Grade Crossings," for filling out, submitting and adhering to SCRRA's "Temporary Right-of-Entry Agreement," for payment of all fees required for the work within SCRRA right of way, as identified in SCRRA form entitled, "Schedule of Fees," and for completing and adhering to the requirements of SCRRA's "Indemnification and Assumption of Liability Agreement," shall be considered as included in the Contract Lump Sum bid price paid for "TRAFFIC CONTROL, SCRRA/ BNSF WORK AREA" per Bid Schedule, and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the Contract Lump Sum bid price paid for "TRAFFIC CONTROL, SCRRA/ BNSF WORK AREA", per Bid Schedule, and no additional compensation will be allowed therefor. SP-50 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9-3.4, "Mobilization", of the Standard Specifications. Mobilization may include, but not be limited to, the following principal items: 1. Submittal and modification, as required, of the Construction Schedule covering the four roadways. 2. Providing a Project Office. 3. Review of the work sites. 4. Obtaining all required Permits. 5. Submittal of all required insurance certificates and bonds as required by these Special Provisions. 6. Written notification to adjacent property owners/residents prior to start of work. 7. Moving onto the sites, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 8. Installing construction fencing and temporary construction power and wiring. 9. Providing a minimum of one restroom facility for each twenty-five (25)workers occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any combination thereof, and shall count as one for each urinal or one for each water closet (as required). 10. Installing all temporary utilities (as required). 11. Establishing required fire protection provisions. 12. Posting all OSHA required notices and establishment of safety programs. 13. Posting of all Department of Labor notices. 14. Having the Contractor's superintendent at the job sites full-time and responding 24 hours per day. 15. Air and water quality protective measures, as necessary, and without limitation. 16. Potholing and other research and review as necessary to verify site conditions and utility locations. 17. Clean up and demobilization of the work sites. 18. Any other item as specified. The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for mobilization and demobilization and incidental project costs as a Lump Sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent (100%) of the work has been completed and if progress of the work is satisfactory. SP-51 No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the Engineer to stop all work on the Project until the requirements are met. 10-1.02 NOTIFICATION OF RESIDENTS -- Contractor shall notify in person and with printed notification (in English and Spanish language), at least ten (10) working days prior to commencing work, all agencies, firms, institutions, postal service, residents, hospitals, schools, stores, utilities and waste disposal service fronting or affected by the work. Additional printed notification (in English and Spanish language) shall be given not less than forty-eight (48) hours prior to performing any work which will restrict property access, close or partially close the street, or which will restrict or disallow street parking. All schools and churches shall receive seven (7) working days notification prior to performing any work which will restrict property access. Contractor shall coordinate with the school district for pick-up and drop-off of school children, waste disposal collection, the postal service to ensure delivery of mail, and churches for weekly or special activities, to ensure that his activities impact such adjacent uses to the least practicable amount. The printed notices shall contain a general description of the work to be done and the date that the work is to be done. The notices shall also include a statement that parking will be restricted as called for on the "NO PARKING" signs to be posted along the street. All public notices shall be reviewed and approved by the Engineer prior to distribution. Contractor shall also post printed "NO PARKING-TOW AWAY" signs at one-hundred- foot (100') maximum spacing along each side of the affected street for forty-eight (48) hours prior to the commencement of the street improvement work. Contractor shall document the day, date and time the "NO PARKING" signs were posted. Posting of signs on trees and utility poles shall not be allowed. The signs shall contain the day, date, hours and vehicle code, that parking will be prohibited on that particular street, CVC 22651L and CVC 22654D. The signs shall be removed immediately upon completion of work that will prohibit parking. The printed notices and the "NO PARKING" signs shall be furnished by the Contractor. 10-1.03 PROGRESS SCHEDULE -- The requirements in Subsection 6-1, "Construction Schedule and Commencement of Work," of the Standard Specifications, are amended as follows: The Contractor shall submit to the Engineer a progress schedule within five (5) working days after award of Contract, and within five (5) working days of the Engineer's written request at any other time. SP-52 Subsequent to the time that submittal of a progress schedule is required in until a accordance with these Special Provisions, no progress payments shall be made for any work Contract schedule has been approved, in writing,by the Engineer. 10-1.04 PAYMENT — The Contract Lump Sum bid price paid for "MOBILIZATION", per Bid Schedule, shall be deemed to include all the cost of work in advance of construction operations, as defined within this Section and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. SP-53 SECTION 11 11-1 CLEARING AND GRUBBING 11-1.01 GENERAL -- Clearing and grubbing shall comply with Section 300-1, "Clearing and Grubbing", of the Standard Specifications and these Special Provisions. and grubbing shall include, but not be limited to the following items as shown on the Plans, as specified in these Special Provisions, or as directed by the Engineer: 1. Removal and replacement or removal, capping and disposal, of r and as dlandsc py irrigation works, where encountered and interfering with the wor , the Engineer. 2. Removal and disposal of interfering portions of trees, shrubs, plants, turf, e miscellaneous vegetation, weeds or other local features thatinterfere i e with thin prosecution of the work, as directed by the Engineer, including vegetative and joints in the street and PCC flatwork (curb, gutter, sidewalk, cross gutter, driveway approach, etc.). Removal of weeds and unwanted growth,item.determined ermi ed by s the Engineer, as part of grade to drain work, is included within this to limit his removal of existing landscaping to the greatest extent otherwise go ain, except for vegetative growth within the street and public travelled way removed. 3. Removal and disposal in full or in part existing driveway and gutter,cross gutters, spandrels, access ramps, sidewalk, curb, and curb per the Plans, including saw cutting, and as directed by the Engineer. 4. Removal and clean up of Project area trash during the course of the Project. 5. Removal and clean up of all traffic stripes, crosswalks and pavement markings by micro-grinding, or wet sandblasting, as directed by the Engineer. 6. Vegetation spraying within the Project limits. 7. Removal and disposal, or removal and replacement/ re-establishment st sidewalk.ofexisting chain link fencing to accommodate Portland cement concrete ADA bypass Removal, salvage and delivery to the CITY yard existing signs and posts, where noted per Plan, and as directed by the Engineer. 9. Removal, salvage and reinstallation of existing signs and posts, mailboxes or other surface culture, where noted per Plan, as directed by the Engineer. Nothing in these Special Provisions shall relieve the Contractor from his responsibilities as provided in Section 7-10, "Public Convenience and Safety", of the Standard Specifications. Vegetation spraying shall be used to kill all growth, including brush, grass and weeds emanating from the pavement, gutter or sidewalk through cracks or joints. A minimum of 14 days prior to any work performed on the pavement, vegetation shall be sprayed with a systemic contact-type herbicide for broadleaves or grasses, such as "RoundUp Pro," manufactured by Monsanto Chemical, or equal approved by the Engineer. The application of the herbicide shall be performed in accordance with all applicable regulations. Any and all fines or clean-up costs for unlawful misuse or discarding of herbicides shall be the sole responsibility of the Contractor. Mixtures and spread rates for the herbicides shall be determined by the manufacturer's specifications. Wash down of equipment or discarding of herbicides shall not be allowed to enter catch basins or positive drainage facilities. All removed materials, not specifically requested to be salvaged, shall become the property of the Contractor and shall be legally disposed outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials",, and Section 300-2.6, "Surplus Material", of the Standard Specifications. The Contractor shall deliver salvaged material to the City Yard, at 234 South Mountain View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer at (909) 384-5166, 48 hours prior to hauling. The Contractor shall provide equipment, as required, to safely load and unload the salvaged materials. 11-1.02 PAYMENT -- The Contract price paid for "CLEARING AND GRUBBING, shall be considered as full compensation for providing all the tools and equipment and for doing all the work involved per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-55 SECTION 12 12-1 UNCLASSIFIED EXCAVATION 12-1.01 GENERAL -- Unclassified excavation shall comply with Section 300-2, "Unclassified Excavation," of the Standard Specifications and these Special Provisions. Unclassified excavation shall apply to removal of portions of the pavement and underlying sub-base/ subgrade materials at the locations shown on the plans to design grade, or as The areas the field by the Engineer, and shall conform to the Standard Specifications. indicated on the plans for removal and replacement may be sawcut and removed, or milled and removed, as approved by the Engineer, unless the plans identify otherwise. Where directed by the Engineer, additional asphalt concrete or underlying sub-base/ subgrade shall be removed to correct a subsurface problem. The Contractor shall provide all unclassified excavation necessary for the curbs, gutters, sidewalk, ADA bypass, cross gutters, spandrels, driveways, driveway approaches, curb ramps and street paving, as indicated on the Plans and described in these Special Provisions. Excess and/or unsuitable materials shall be removed from the work sites by the Contractor. This work items shall also include grading areas where Asphalt concrete and where Portland cement concrete pavement and/or sub-base/ subgrade materials have been removed, shown on the Plans or as directed by the Engineer. The Contractor may use milling/ planing as a method for removal n mum of the machine pavement when the areas indicated for removal are large enough (a drum width), and when pre-approved by the Engineer. Delete the second paragraph of Subsection 300.2.8, "Measurement," of the Standard Specifications and substitute the following: Measurement of Unclassified Excavation will be based on the volume it occupied prior to excavation. Disagreement regarding volume measurements shall be resolved prior to excavation. Any re-measuring or resurveying required as a result of disagreement will be at Contractor's expense. Asphalt and concrete pavement shall be removed to clean straight lines before replacement to ensure that all areas are accessible to equipment used to compact replacement material. The areas and quantities shown on the Plans and these Special Provisions are given only for the Contractor's aid in planning the work and preparing bids. The Engineer shall designate the limits to be removed and these designated areas shall be considered to take precedent over the SP-56 areas shown on the Plans. No guarantee is made that areas or quantities shown will equal the areas or quantities designated by the Engineer. At the end of each day, the Contractor shall submit to the Engineer an itemized list of the removal areas, the individual cubic yard removal volumes, and the total volume of the removal areas completed for that day. No payment shall be made for areas of over excavation unless previously approved by the Engineer. All removed materials shall become the property of the Contractor and shall be legally disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. This work items includes all grade to drain, where shown on the plans, including disposal of any surplus materials not incorporated into the work. On Rancho Avenue and Rialto Avenue, Grade to Drain shall refer to ensuring the earthen shoulders and the shallow drainage ditches, within road right of way, are graded to drain in the directions as per plan, without ponding. It is anticipated Contractor may use the front scoop on a backhoe, or other similar type of construction equipment, to perform grade to drain activities. Unclassified excavation necessary to re-establish the embankment supporting the roadway between the Railroad crossing and existing MBGR, northbound direction, is also included within this work item, and shall occur per the Plans and these Special Provisions. For bidding purposes for this work item, embankment repair shall begin approximately 30' northerly of the existing railroad crossing, or as otherwise directed by the Engineer. All existing vegetation within the repair zone shall be sprayed, and removed, prior to embankment repair, as per SECTION 11-A, "CLEARING AND GRUBBING," of these Special Provisions. All embankments and subgrades shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. 12-1.02 STOCKPILES -- Contractor shall be responsible for locating and securing permission to use any site it deems necessary for the stockpiling of materials. Prior to placing any materials on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling. Where stockpile sites are located in areas adjacent to residential or noise sensitive areas, the Contractor shall take measures to minimize construction related noise during the early A.M. hours, which may include performing preparatory operations for the following day's work on the night before. The Contractor shall conduct its operations in these areas to conform to the sound control requirements located elsewhere in these Special Provisions. Necessary precautions, including preparatory cleaning of stockpile sites and covering stockpiles, shall be taken as required to ensure that stockpiles do not become contaminated with SP-57 oversized rock, clay, silt, or excessive amounts of moisture. All materials deposited shall be done in an orderly manner, minimizing the space required and progressing from the farthest corner of the site to the access point. The stockpiles shall be kept in areas that readily drain. Stockpiles shall be physically separated and deliveries shall be monitored and controlled to prevent mixing of materials or aggregates. The stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of operations in that area. 12-1.03 PAYMENT -- The Contract bid unit price paid for "UNCLASSIFIED EXCAVATION" shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base/ subgrade, all requirements associated with stockpiling and stockpile areas, roadway slope repair outside the limits of the MBGR system along northbound Rancho Avenue, grade to drain and disposal of surplus materials and for doing all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, shall be considered as included in the Contract price paid for the various bid items of work involved and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Foot for "PAVEMENT REPAIR," with various pavement section thicknesses to be removed and repaired per Bid Schedule, shall be considered as full compensation for providing all materials, tools and equipment, sawcutting and/or milling/ planing if approved by the Engineer, disposal of removed materials including any sub-base, all requirements associated with stockpiling and stockpile areas, and for doing all the work involved, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. Costs of compaction testing ordered by the Engineer shall be paid for as follows: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the City is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the City. SP-58 SECTION 13 13-1 UNCLASSIFIED FILL 13-1.01 GENERAL -- Unclassified fill shall comply with Section 300-4, "Unclassified Fill", of the Standard Specifications and these Special Provisions. Placing of fill materials shall be in accordance with Section 300-4.2, "Preparation of Fill Areas", and Section 300-4.5, "Placing Materials for Fills", of the Standard Specifications. The Contractor shall provide all unclassified fill necessary for curbs, gutters, cross gutters and spandrels, sidewalk, ADA bypass, driveways, driveway approaches,ovicurb ramps and street paving, as indicated on the Plans and m the site by these unsuitable materials shall be removed Y Where unclassified fill and grading is necessary in Shat betsolidl for compacted to avoid asphalt concrete, it shall be made with clean material which Y future settlement. Unclassified fill shall include grade to drain, where noted per Plan, these Special Provisions and as directed by the Engineer, and disposal of any surplus materials not incorporated into the work. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill under the traveled way shall be compacted to a relative compaction of a minimum of 95% per CITY Std. No. 310. Embankments outside the traveled way, in areas not to receive /o.oncrete or asphalt concrete pavement shall be compacted to a relative density of not less All slope fill, embankment and subgrade shall be compacted in accordance with Section 300-4.7, "Compaction," of the Standard Specifications and these Special Provisions. Imported borrow material shall conform to the provisions of Section 300-3.5-1, "Requirements", of the Standard Specifications. 13-1.02 EMBANKMENT REPAIR, RANCHO AVENUE, MBGR AREA -- This work item includes the Unclassified fill to re-establish the embankment supporting the MBGR for northbound Rancho Avenue, northerly of the railway crossing. For bidding purposes, Contractor is to assume approximately 45 cubic yards of replacement embankment is to be placed, within the SP-59 several eroded sections of the approximately 170 linear foot long embankment section repair area. Embankment repair shall begin approximately 40' northerly of the existing MBGR southerly end, or as otherwise directed by the Engineer. Height of the embankment varies from approximately 6" to approximately 6', with the existing embankment slope varying between approximately 3:1 to 5:1. Repaired embankment slope shall match the adjacent existing slope, unless as otherwise directed by the engineer. All existing vegetation within the repair zone shall be sprayed, and removed, prior to embankment repair, as per SECTION 11-A, "CLEARING AND GRUBBING," of these Special Provisions. 13-1.03 EMBANKMENT REPAIR, OUTSIDE RANCHO AVENUE MBGR AREA -- This work item includes Unclassified fill to re-establish the slope supporting the northbound Rancho Avenue roadway between the Railroad crossing and southerly end of the existing MBGR. For bidding purposes, Contractor is to assume approximately 10 cubic yards of embankment fill is to be constructed, within an approximately 270 linear foot long roadway section. Embankment repair shall begin approximately 30' northerly of the existing railroad crossing, or as otherwise directed by the Engineer. Height of the embankment fill varies from approximately 0.0' to 1.5' in the repair zone, with the existing fill slope varying between approximately 1% to 10%. Repaired fill slope shall be placed at a slope of 6(H):1(V), between the railroad crossing and the southerly end of the existing MBGR(an approximately 270' long section) unless otherwise directed by the engineer. All existing vegetation within the repair zone shall be sprayed, and removed, prior to embankment repair, as per SECTION 11-A, "CLEARING AND GRUBBING," of these Special Provisions. Asphalt Concrete needed within the approximately 270' long roadway slope repair zone shall be paid for per "PAVEMENT REPAIR," within "ASPHALT CONCRETE," of these Special Provisions. 13-1.04 PAYMENT -- The Contract bid price paid for "UNCLASSIFIED FILL," shall be considered as full compensation for providing all materials, tools and equipment, and for doing all the work involved in placing and compacting unclassified fill, slope repair outside the limits of the MBGR system along northbound Rancho Avenue, including grade to drain where called for on the plans, and disposal of surplus materials not incorporated into the work, per the Plans, the Standard Specifications, these Special Provisions, as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. The Contract bid price paid per Cubic Yard for "EMBANKMENT REPAIR, RANCHO AVENUE, MBGR AREA," shall be considered as full compensation for providing all materials, SP-60 tools and equipment, and for doing all the work involved in placing and compacting unclassified td including �' fill within the limits of the MBGR system along 1 of surplus materials not note incorporated into the drain where called for on the plans, and disposal rp work, per the Plans, the Standard Specifications, these Special Provisions, as directed by the Engineer, and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall ll be paid for ce at the Contractor, as a deduction from this Contract. The Contractor shall pay price rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-61 SECTION 14 14-A ASPHALT CONCRETE 14-A.1.01 GENERAL -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. • The Performance Grade of the asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two or more layers, the asphalt concrete pavement for the base course shall be B-PG 64-10. Where dense graded asphalt is being constructed in a single layer or for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2-PG 64-10. A tack coat shall be applied, as directed by the Engineer. 14-A.1.02 PAVEMENT REPAIR -- shall comply with the requirements for "ASPHALT CONCRETE," and "AGGREGATE BASE," as specified herein, as shown on the Plans and where directed by the Engineer. The existing localized portions of failed pavement structural section, as shown on the Plans and when directed by the Engineer, shall be completely removed (remove Asphalt concrete pavement to reach underlying aggregate base material/ structural section material). Per the Plans, where removals are in an area that is to be milled, the removals are to be done after milling operations, and shall provide for a minimum placement of 2 1-2" of asphalt pavement once underlying sub base or subgrade is compacted to 95% relative compaction. For pavement structural section removals outside of the areas to be overlaid or capped, removals shall allow for the placement of a minimum of 4" of asphalt concrete pavement over 95% relative compacted sub base or subgrade. Asphalt pavement may be removed by sawcutting and removal of the existing pavement section, or by milling, as per Plan and as approved and directed by the Engineer. Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 95% per City Standard Plan No. 310. Aggregate base, crushed, where specified on the Plans or as directed by the Engineer, shall comply with requirements of Section 200-2, "Untreated Base Materials," and Section 301-2, "Untreated Base," of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be 3/4-inch. 14-A.1.03 CRACK SEALING (ASPHALT CONCRETE PAVEMENT) -- within each roadway's Project limits, all longitudinal and transverse cracks wider than 1/4" shall be cleaned and sealed with a hot-applied rubberized asphalt sealant, prior to placement of an Asphalt SP-62 concrete overlay, or slurry seal, as appropriate. The Engineer shall have the fmal determination as to which cracks shall be sealed. Crack sealing shall not take place until after all milling operations for the roadway have been completed. Crack sealing will not be required for those portions of roadways to be overlain by an ARAM layer, for all longitudinal and transverse cracks and joints, %2" in width and smaller, unless otherwise directed by the Engineer. With each delivery of crack treatment material to the job site, submit: 1. Manufacturer's name 2. Production location 3. Product brand or trade name 4. Product designation 5. Crack treatment trade name 6. Batch or lot number 7. Maximum heating temperature Crack treatment material must be delivered to the job site premixed in cardboard containers with meltable inclusion liners or in a fully meltable package. Heat hot-applied crack treatment material in compliance with the manufacturer's instructions. Comply with the manufacturer's application instructions. The crack sealing material shall be rubberized crack seal by "Crafco," or Engineer- approved equal. The entire limits of the roadway shall be machine swept within 24 hours prior to crack treatment. Vegetation removal prior to crack cleaning shall be as specified in "CLEARING AND GRUBBING" of these Special Provisions. Cracks must be cleaned out and dry before treating. Before treating, blast cracks with oil-free compressed air at a pressure of at least 90 psi. If the pavement temperature is below 40 °F or if there is evidence of moisture in the crack, use a hot air lance immediately before applying crack treatment. The hot air lance must not apply flame directly on the pavement. Cracks greater than 1/4" inch wide to 1-1/2" wide, shall be cleaned full depth by blowing operations prior to applying sealant. The sealant shall be applied in accordance with the manufacturer's instructions. If after 2 days the crack treatment is more than 1/4 inch below the specified level, the sealant fails, or the crack re-opens, re-treat the crack. Cracks greater than 1-1/2" wide shall be cleaned full depth by routing and blowing operations. A tack coat must be applied to the edges and then the crack is filled with a fine SP-63 asphalt concrete hot mix approved for skin patch and compacted level with the top of the adjacent pavement. Immediately remove crack treatment material spilled or deposited on the pavement surface. Before opening to traffic, apply sand or the manufacturer's recommended detackifying agent to tacky crack treatment material within the traveled way. Sweep excess sand before opening to traffic. Sand applied to tacky crack treatment material must be clean, free of clay, and comply with: Sand Gradation Sieve Size Percent Passing No. 4 100 No. 50 0 - 30 No. 200 0 - 5 14-A.1.04 TACK COAT -- Tack coat shall be applied in compliance with Sub- Section 302-5.4, "Tack Coat" of the Standard Specifications, and as directed by the Engineer. 14-A.1.05 ADJUST UTILITY FRAME AND COVER, AND WATER VALVE COVER, TO GRADE -- Adjusting utility frames and covers to grade after completion of paving shall be in accordance with Sub-Section 301-1.6 "Adjustmen1UTILITY FRAME AND to Grade", of the Standard Specifications, SECTION 46, "ADJUST COVER TO GRADE" of these Special Provisions, and as directed by the Engineer. Adjusting water valve covers to grade after completion of paving shall be in accordance with SECTION 25A, "Adjustment of Water Facilities" of these Special Provisions, and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6, "Adjustment of Manhole Frame and Cover Sets to Grade," of the Standard Specifications. The pavement surrounding the frames and covers shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)", of the Standard Specifications. SP-64 14-A.1.06 ADJUST NON-CITY UTILITY FRAME AND COVER/VAULT Adjusting non-city utility frame and cover/ vault frames and covers to grade after completion of paving shall be performed by others. 14-A.1.07 SOIL STERILANT -- The Contractor shall submit a proposal for a pre- emergent herbicide soil sterilant, with dye, and approved for use in California, to the Engineer for review and approval. The Contractor shall provide proof of registration for use in California which can be verified by accessing the California Department of Pesticide Regulation website at: http://wwvN cdpr.ca.govidocs/label/labelque.htm#regprods Review and approval by the Engineer of the soil sterilant to be used on this Contract is for administration purposes only and does not relieve the Contractor from responsibility for providing and applying a suitable State registered soil sterilant in quantities and rates sufficient for its intended purpose. Contractor shall apply soil sterilant using spray equipment that provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before material is applied. The Engineer shall be the sole evaluator of the effectiveness of the spray equipment before and during sterilant application, and the Engineer's decision concerning the use of the equipment on this Contract shall be final. If in the opinion of the Engineer, the sterilant and application is not sufficient for the job, the Contractor shall immediately adjust, repair, or replace the spray equipment (and/or rate of application) to the satisfaction of the Engineer and at the Contractor's expense. shall apply soil sterilant to the area(s) to be covered by asphalt concrete pavement, as shown on the plans, or as directed by the Engineer. Soil sterilant shall be applied at the rate specified by the manufacturer for the intended purpose, and repeated, as necessary, as recommended by the manufacturer. Great care shall be taken to apply soil sterilant to the designated areas only. Asphalt concrete may only be placed after proper application and placement of soil sterilant and only as recommended by the manufacturer. It should be noted that some manufacturers require more than one soil sterilant application separated by a specific time period to be effective. The dye shall not stain concrete or masonry where visible. Full compensation for conforming to the requirements of Soil Sterilant shall be considered as included in Contract bid price paid for the various items of work involved and no additional compensation will be allowed therefor. A 1/4" thick Asphalt concrete leveling course shall be placed on Rancho Avenue, Railroad tracks northerly to Foothill Boulevard, and elsewhere as directed by the Engineer, per Plan and these Special Provisions. The leveling course shall be placed after all crack sealing operations have been completed, and prior to placement of the ARAM interlayer. SP-65 14-A.1.08 AC WALK -- Contractor shall construct a minimum 3" thick AC walk as noted per the Plans, these Special Provisions, and as directed by the Engineer. Join between the existing and new AC walk shall be along a sawcut edge. The walk shall meet grade, cross fall and width as per ADA requirements. 14-A.1.09 ASPHALT CONCRETE DIKE -- Asphalt concrete dike shall be shaped and compacted with an extrusion machine or other equipment capable d of shaping with and comp tong the material to the required cross section, and shall be placed in accordance Provisions, and as directed by the Engineer. In advance of placing dikes on asphalt concrete pavement, the pavement surface shall be broom cleaned of all loose material and a tack coat shall be applied. The tack coat shall be in accordance with Section 302-5.4, "Tack Coat," of the Standard Specifications. 14-A.1.10 PAYMENT -- The Contract unit bid " paid`C per Ton for "CONSTRUCT ASPHALT CONCRETE LE LEVELING CU RSE ASPHALT CONCRETE ASPHALT CONCRETE PAVEMENT," and PAVEMENT OVERLAY," thicknesses per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing, furnishing, placement and compaction of asphalt concrete for filling cracks greater than 1 1/2" width, sand Toro grade,tackifying operations, sweeping excess sand, tack coat, adjustment of utility frames required, replacing survey markers in new pavement, forms, formwork and its disposal, all complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Foot for "PAVEMENT NTi REPAIR," Asphalt concrete pavement thickness per Bid Schedule, shall include full compensation tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting pavement material, sweeping roadway prior to crack treatment, cleaning out all cracks, furnishing and installing crack sealing sand for tackifying operations, sweeping excess sand, tack coat, adjustment of utility frames and covers to grade, sawcutting and removing, or milling and removing existing Asphalt concrete pavement structural section as required, disposal of removed materials, scarifying, placing and compacting existing or contractor supplied underlying base or subgrade materials to bring subgrade/ subbase to grade to support new pavement placement, replacing survey markers in new pavement, all complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Foot for "CONSTRUCT AC WALK, 3" THICKNESS," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing and compacting AC walk, Asphalt Concrete, unclassified excavation, unclassified fill, and clearing SP-66 and grubbing, disposal of removed materials, all complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit price paid per Linear Foot for "CONSTRUCT ASPHALT CONCRETE DIKE," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved, including sawcut and removal of existing asphalt concrete pavement and roadway shoulder, compaction of underlying materials, providing suitable replacement material if underlying material cannot be compacted to achieve 95% relative compaction, cleaning of the asphalt surfacing, applying tack coat and furnishing asphalt concrete, all for forming and placing the 8" high asphalt concrete dike and supporting pad, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following g 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from this Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. Adjusting water valve enclosures to grade following the Contractor's paving operations shall be considered as included in the Contract unit bid price paid per Each for "ADJUST EXISTING WATER VALVE COVER TO GRADE", and no additional compensation will be allowed therefor. SP-67 14-B ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM) 14-B.1.01 GENERAL -- This work item includes all work ate deliverables TRAM) associated with furnishing, supplying and placing Asphalt Rubber Aggregate as a roadway interlayer per the Plans, these Special Provisions, and in accordance with the Standard Specifications. Asphalt Rubber Hot Mix shall consist of a mixture of paving asphalt, asphalt modifier, crumb rubber modifier (CRM), and aggregate mixed in a central mixing plant, in accordance with WET PROCESS," and Subsection 302-10, "ASPHALT RUBBER AGGREGATE 203-11, "ASPHALT RUBBER AHOE MEMBARRAHNME)," all conforming to these Special Provisions. Delete in their entirety the following from the Standard Specifications: Subsection 203-11.2.4, "Aggregate," Subsection 203-11.3, "Composition and Grading," and Table 203-11.3 (A), "REQUIREMENTS FOR ARHM-GG." Delete the third Paragraph of the Subsection 203-11.4, "Mixing," of the Standard Specifications, and replace with the following: The ro ortions of the materials, by total weight of asphalt-rubber binder, shall be p p 79% + 1% combined paving asphalt and asphalt modifier, and 21% + 1% CRM. However, the minimum amount of CRM shall not be less than 20%. Lower values h I not be rounded up. The temperature of the blended asphalt and modifier shall be between 375°F (190°C) minimum and 440°F (226°C) maximum when the CRM is added. The temperature shall not exceed 10°F (6°C) below the actual flash point of the mixture. The er mechanical blender CRM shall be combined and mixed together in an asphal t and CRM shall be pumped meeting the requirements of 203-11.5. The combined asphalt into a storage/reaction tank or distributor truck meeting the requirements of 203-11.5. The required mixing/reaction time shall be 45 minutes minimum. The temperature of the asphalt-rubber mixture shall be between 385°F (196°C) minimum rubb41 415°F (213°C) maximum during the reaction period. After reacting, the asphalt conform to the requirements in Table 203-11.4(A). Delete the Paragraph following a) Precautions, of Subsection 203-11.4.1, "Hand Held Viscometer Test," of the Standard Specifications, and replace with the following: a) Precautions This test method may involve hazardous materials, operations and equipment. This test method does not purport to address all the safety issues associated with its use. It is the responsibility of the user of this test method to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. SP-68 Delete in their entirety the following from the Standard Specifications: Subsection 203-11.6, "Mix Designs and Certifications," and Subsection 203-11.7, "Miscellaneous Requirements." To Subsection 302-10.1, "Application," of the Standard Specifications, add the following: The Contractor or Subcontractor placing the ARAM shall hold a valid permit to operate from the jurisdictional air quality agency at the time of submission of the Bid and at all times during ARAM placement. The Contractor shall be solely responsible for delays and associated cost increases due to the Contractor's or its subcontractor's failure to maintain a valid permit to operate, and for any cessation in operations ordered by the jurisdictional air quality agency. Delete the Paragraph in Subsection 302-10.1, "Application," of the Standard Specifications, which begins with "The asphalt rubber mixture...", and ends with "...conform to the viscosity requirements," and replace with the following: The asphalt rubber mixture may be applied to the roadway immediately following mixing and reacting at a temperature between 375°F (191°C) minimum to 425°F (218°C) maximum. However, if the material is not to be used within 6 hours of mixing, the mixture shall be allowed to cool below 300°F (149°C) for 12 hours maximum, or to ambient temperature for longer periods, and shall be uniformly reheated to a temperature between 375°F (191°C) minimum to 425°F (218°C) maximum at time of placement and conform to the viscosity requirements. Contractor shall prohibit traffic on the portion of each street treated with ARAM until the treated portion initial sweeping is complete. Prior to opening the streets to traffic, "Loose Gravel," C6 signs, and appropriate speed-reduction signs conforming to local, State, and Federal regulations shall be posted and maintained by the Contractor. These signs shall remain in place until there is no further dislodging of the cover aggregate. 14-B.1.02 FLUSH COAT -- This work shall consist of the application of fog seal coat and rock dust blotter material to the surface of all areas of ARAM, and shall comply with Subsection 302-10.3, "Flush Coat," of the Standard Specifications, these Special Provisions, and as directed by the Engineer. A fog seal coat shall be applied to the surface of the ARAM when the time period between ARAM placement and final surface AC overlay is to exceed seven calendar days, or as otherwise directed by the Engineer. SP-69 When directed to be applied by the Engineer, fog seal coat shall be applied to the ARAM immediately after removal of excess screenings following initial brooming of the ARAM and prior to opening the lane to uncontrolled public traffic. Asphaltic emulsion (fog seal coat) shall be applied to the surface of the ARAM and shall be grade CSS1 or CSS1H, per Section 203-3, "EMULISIFIED ASPHALT," of the Standard Specifications, unless otherwise ordered by the Engineer. The application rate of the fog seal coat (asphaltic emulsion and an equal amount of water) shall be such that the diluted asphaltic emulsion will be spread at a rate of 0.06 gald2 (0.27 be L/m2) minimum to 0.12 gal./yd2 (0.54 L/m2) maximum. The exact rate of application determined by the Engineer. During fog seal coat operations the surface upon which an ARAM is being coat applied onto be closed to the public traffic. Care shall be taken to avoid tracking fog existing pavement surfaces beyond the limits of construction. Delete Subsection 302-10.5, "Measurement and Payment," of the Standard Specifications, and replace with the following: 14-B.1.03 PAYMENT -- The Contract unit bid price paid per Square Yard for "ASPHALT RUBBER AGGREGATE MEMBRANE, per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the all cracks, furnishing work involved in sweeping roadway prior to crack treatment,covers and out survey markers and installing crack sealing, protection of utility frames and replacing required, furnishing, placing, rolling, compacting and sweeping the recte d b the En material, ,nand furnishing and applying rock dust blotter to all areas of ARAM, where y complete in place, per the Plans, the Standard Specifications, these Special Provisions, as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Yard for "FLUSH COAT," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in sweeping roadway prior to flush coat treatment, protection of utility frames and covers, furnishing and placing all areas of flush coat, where directed by the Engineer, complete in place, per the Plans, the Standard Specifications, these Special Provisions, Coat as directed by the Engineer, and no additional compensation will be therefor. only Flush made is a deletable item, and payment to the Contractor for placement of Flush Coat when flush coat has been placed as directed by the Engineer. SP-70 14-C MICRO-GRIND EXISTING ASPHALT OR CONCRETE SURFACES (EXTRA WORK) 14-C.1.01 GENERAL -- This work shall consist of micro-grinding existing Asphalt concrete and Portland cement concrete surfaces when directed by the Engineer. The work could occur on any or all four roadways within this Contract. Micro-grinding on this Contract, when directed to occur by the Engineer, shall be conducted in accordance with Section 3-3, "EXTRA WORK," of the Standard Specifications. In general, areas to be micro-ground, when directed by the Engineer, could include: • longitudinal and transverse joints, to smooth out raised Asphalt concrete at existing pavement joints; • along spot and longitudinal locations within existing curb and gutter, to ensure unimpeded gravity drainage; • spot locations in the existing roadway, to smooth out surface discontinuities; • spot locations at existing sidewalk, to ensure trip and fall hazards are removed; and • elsewhere as directed by the Engineer. Grinding equipment for micro-grinding Asphalt concrete and Portland cement concrete surfaces shall use diamond or tungsten carbide blades mounted on a self-propelled machine designed for grinding and texturing asphalt and concrete surfaces. Micro-grinding equipment that causes raveling, aggregate fracturing, or spalling, or that damages the transverse or longitudinal pavement joints shall not be used. Micro-grinding Asphalt and Portland cement concrete surfaces shall result in a parallel corduroy texture consisting of grooves 0.08-inch to 0.12-inch wide with 55 grooves to 60 grooves per foot width of micro-grinding. Tops of ridges shall be between 0.06-inch and 0.08-inch from the bottom of the blade grooves. It shall be the Engineer's decision as to which locations shall be micro-ground. The ground surface at transverse joints or cracks will be tested with a 12-foot ±2-1/2 inches long straightedge laid on the pavement parallel with the centerline with its midpoint at the joint or crack. The surface shall not vary by more than 0.01-foot from the lower edge of the straightedge. Cross-slope uniformity and positive drainage shall be maintained across the entire traveled way and shoulder. The cross-slope shall be uniform so that when tested with a 12-foot ±2-1/2 inches long straightedge placed perpendicular to the centerline, the ground pavement surface shall not vary more than 1/4 inch from the lower edge of the straightedge. Crack sealing where required per the Plans and these Special Provisions shall be completed subsequent to micro-grinding operations. SP-71 Micro-grinding shall begin and end at lines parallel or normal, as appropriate,riate, to the pavement centerline within the Project limits. Passes of the grinding head shall not overlap than 1-inch. If multiple passes of the micro-grinding equipment are required, the area will only be considered for payment once. a The Contractor shall remove and dispose of all residues from miic`oignot be surfaces in to manner and at a location to satisfy environmental regulations. Residue encroach into open lanes or enter into closed drainage systems. 14-C.1.02 MEASUREMENT -- Micro-grinding of Asphalt concrete and the final cement concrete surfaces will be measured by the Square Foot. The measurement will textured surface area regardless of the number of passes required to achieve acceptable results. 14-C.1.03 PAYMENT -- "MICRO-GRIND EXISTING ASPHALT OR CONCRETE SURFACES," shall include full compensation for furnishing all materials, Asphalt equipment and incidentals, and for doing all the work involved in micro-grinding concrete or Portland cement concrete surfaces, including hauling and disposal al of grinding as re sidue, per these Special Provisions. This is an Extra Work item and will only be by the Engineer. SP-72 SECTION 15 15-1 UNTREATED BASE (PATCHING & FLATWORK 15-1.01 GE_ -- Untreated Base shall comply with requirements of the Standard 200-2, "Untreated Base Materials," and Section 301-2, "Untreated Base," Specifications and these Special Provisions. Untreated base shall be used where directed by the Engineer to correct a subsurface problem. Delete Section 301-2.4, "Measurement and Payment," of the Standard Specifications, and substitute the following: Full compensation for UNTREATED BASE (PATCHING & FLATWORK), per Bid Schedule, shall include but not be limited to furnishing all the materials required under ail Asphalt concrete pavement and other flatwork in shed1Project,bY rth e Engineer, shall be Specifications, these Special Provisions and considered as included in the Contract unit bid price per Ton, and no additional compensation will be allowed therefor. The quantity set forth in the bid item for UNTREATED BASE (PATC h a Sri t FLATWORK), in Tons, per Bid Schedule, is an anticipated amount only to price. No adjustment in compensation will be made in the Contract unit bid or reason p regardless of UNTREATED BASE (PATCHING & FLATWORK),Ke'items required. The provisions in for the increase or decrease in the quantity Section 3-2, "Changes Initiated by the Agency," of the Standard Specifications, shall not apply to the item of UNTREATED BASE (PATCHING & FLATWORK). Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: the 1. Tests which do not meet the required relative compaction shall shall be paid for price yat the Contractor, as a deduction from this Contract. The Contractor pay p same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-73 SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland cement concrete construction shall comply with Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, CITY Standard Plans, SPPWC Standard Plans, CALTRANS Standard Special Provisions and Plans, these Special Provisions, and as directed by the Engineer. In the course of the work, Contractor will be removing existing roadway features as well as resident-owned hardscape and landscape and irrigation works. Contractor is to re-establish irrigation works and any hardscape damaged by Contractor forces beyond the limits of the work so that the irrigation works remain functional and hardscape is joined to the new work. Delete the second paragraph of Subsection 16-1.01, "GENERAL," of the Special Provisions, and replace with the following: Portland cement concrete for all flatwork shall be Class 560-C-3250, with a maximum slump of four inches (4"), except that Contractor may substitute Class 520-C-2500 for sidewalk work only. 16-1.02 PCC CURB & GUTTER -- Portland cement concrete curb and gutter shall be constructed in accordance with CITY Standard Plan 200, Type "B," per Plan, and as directed by the Engineer. 16-1.03 PCC CURB -- Portland cement concrete curb shall be constructed in accordance with modified CITY Standard Plan 200, Type `B", per Plan, and as directed by the Engineer. Gutter flow line shall be set from top of adjacent PCC curb, minus 8", draining by gravity flow (no ponding). Drill and Bond Dowel for connecting new PCC curb to existing PCC gutter shall comply with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard Specifications. Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, "Chemical Adhesive," of the CALTRANS Standard Specifications. Drill and bond dowel bars are directed to be placed per these Special Provisions or as directed by the Engineer, into clean drilled holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall be dry at the time of placing the chemical adhesive and dowel bars. Immediately after inserting the dowel bars into the chemical adhesive, support the dowel bars to prevent movement during curing. Leave the supported dowel bars undisturbed until chemical adhesive has cured a SP-74 minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. Doweled bars are to be a minimum of 12" in length, placed a minimum of 3" into existing PCC gutter, and at a spacing of 4'-0" on center, or a minimum of 2 doweled bars equally spaced per replacement PCC curb section, if the replacement section is less than 4' in length. Dowel Bars shall be#4 bar reinforcing steel. Epoxy sealant shall be used to connect the replacement PCC curb to the existing PCC gutter, and shall be Sikadur 32, Hi-Mod (high modulus, high strength, epoxy bonding! grouting adhesive) epoxy bond, or Engineer-approved equal. Epoxy bond shall be applied to the face of the existing PCC gutter as per manufacturer's recommendations, for the length of each replacement section of PCC curb. 16-1.04 PCC GUTTER -- Portland cement concrete gutter shall be constructed in accordance with modified CITY Standard Plan 200, Type "B" gutter, per Plan, and as directed by the Engineer. Width shall be per plan and details. Gutter flow line shall be set from top of adjacent PCC curb, minus 8", draining by gravity flow (no ponding). Drill and Bond Dowel for connecting new PCC gutter to existing PCC curb shall comply with Section 40-2.03, "Dowel Bars," of the CALTRANS Standard Specifications. Chemical adhesive for drilling and bonding dowel bars shall comply with Section 40-2.05, "Chemical Adhesive," of the CALTRANS Standard Specifications. Drill and bond dowel bars are directed to be placed per these Special Provisions or as directed by the Engineer, into clean drilled holes in compliance with the chemical adhesive manufacturer's instructions. Holes shall be dry at the time of placing the chemical adhesive and dowel bars. Immediately after inserting the dowel bars into the chemical adhesive, support the dowel bars to prevent movement during curing. Leave the supported dowel bars undisturbed until chemical adhesive has cured a minimum time instructed by the manufacturer. If the Engineer rejects dowel bars, drill new holes adjacent to the rejected holes, place new dowel bars, and securely bond to the concrete. Doweled bars are to be a minimum of 12" in length, placed a minimum of 3" into existing PCC curb, and at a spacing of 4'-0" on center, or a minimum of 2 doweled bars equally spaced per replacement PCC gutter section, if the replacement section is less than 4' in length. Dowel Bars shall be #4 bar reinforcing steel. Epoxy sealant shall be used to connect the replacement PCC gutter to the existing PCC curb, and shall be Sikadur 32, Hi-Mod (high modulus, high strength, epoxy bonding/ grouting adhesive) epoxy bond, or Engineer-approved equal. Epoxy bond shall be applied to the face of the existing PCC curb as per manufacturer's recommendations, for the length of each replacement section of PCC gutter. 16-1.05 PCC CROSS GUTTER (WITH OR WITHOUT SPANDRELS) -- Portland cement concrete cross gutter, 72" wide, or portion thereof, and curb and spandrels, shall be SP-75 constructed in accordance with CITY Standard Plan 201, per Plan and as directed by the Engineer. For purposes of payment, this work item includes cross gutter and spandrel work combined into one pay item. On Windsor Drive, at its northerly intersection with Roxbury Street and Oakhurst Street, Portland cement concrete spandrels shall not be constructed. On Windsor Drive, at its southerly intersection with Roxbury Street and Oakhurst Street, Portland cement concrete spandrels shall be constructed. 16-1.06 PCC SIDEWALK -- Portland cement concrete sidewalk shall be constructed in accordance with the CITY Standard Plan 202, Case "A" or Case "B", per Plan, and as directed by the Engineer. PCC sidewalk shall have the same surface pattern or scoring as per the adjacent panels. 16-1.07 PCC ADA BYPASS -- Portland cement concrete ADA Bypass shall be constructed in accordance with modified CITY Standard Plan 203, per Plan, and as directed by the Engineer. Per the Plans, ADA Bypass may be constructed as a bypass to an existing driveway (joining with but not replacing the driveway approach or driveway), or as a bypass to existing above ground obstructions (such as at utility poles, traffic sign posts, etc.). PCC ADA Bypass shall provide a minimum of 48" in width between above ground obstructions, unless otherwise directed by the Engineer. Relocation and restoration of existing irrigation works, relocation and restoration of minor fencing, etc. needed to accommodate PCC ADA bypass shall also be included in this work item. 16-1.08 PCC RESIDENTIAL DRIVEWAY APPROACH -- Portland cement concrete residential driveway approach shall be constructed in accordance with CITY Standard Plan 203, as modified per the Plans, and as directed by the Engineer. 16-1.09 PCC COMMERCIAL DRIVEWAY APPROACH -- Portland cement concrete residential driveway approach or portion thereof shall be constructed in accordance with CITY Standard Plan 204, as modified per the Plans, and as directed by the Engineer. 16-1.10 PCC ALLEY INTERSECTION APPROACH -- Portland cement concrete alley intersection approach shall be constructed in accordance with SPPWC Standard Plan 130-2, the Plans, these Special Provisions, and as directed by the Engineer. 16-1.11 PCC CURB RAMP -- Portland cement concrete curb ramp shall be constructed in accordance with CALTRANS Standard Plan A88A, 2010 Edition, per Plan, and as directed by the Engineer. This work item includes grinding and disposal of all or portions of existing PCC curb, to accommodate construction of a PCC curb ramp, where noted on the Plans, or the removal and construction of depressed PCC curb and gutter, in lieu of grinding existing PCC curb and gutter. SP-76 The above-referenced Standard Plans are included in the APPENDIX and made a part of these Special Provisions by reference. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. It is the Contractor's responsibility to verify ramp-type selection and geometrics, with concurrence from the Engineer, at every curb ramp location, before proceeding to remove existing improvements. No removals shall be done until it has been determined by the Contractor that a curb ramp can be installed that will meet all ADA requirements and CALTRANS Standard Plan Nos. A88A. Corner record transit ties shall be performed and recorded prior to existing removals. The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in curb ramp areas. Adjustments to pull boxes may be adjusting to grade, or translational (relocations) within the allowable conduit slack for each interfering pull box. Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. Contractor shall also protect in place all utility poles, traffic signal poles and their foundations, pole mounted traffic signal pushbuttons and their foundations, and traffic signal controller boxes and their foundations, including forming concrete surrounding their foundations, when such foundations are within the area of placement of a new access ramp. The Contractor shall protect all existing structures and facilities which are adjacent to the limits of the work to be done under this Contract, in accordance with Section 7-9, "Protection and Restoration of Existing Improvements," of the Standard Specifications and these Special Provisions. Grading required to meet the lines and grades for placement of Portland cement concrete shall be as required in Unclassified Excavation and Unclassified Fill elsewhere within these Special Provisions. 16-1.12 MODIFY EXISTING CURB RAMP -- Where noted on Plans, Contractor shall grind the lip at the bottom of existing curb ramps, flush with the existing PCC gutter flow line, for the full 4' width of the bottom of the ramp, and install minimum 3' X 4' detectable warning surface pads per CALTRANS Standard Plan A88A, the Plans, these Special Provisions, and as directed by the Engineer. It is the Contractor's responsibility to verify that the existing curb ramp can be modified to meet current ADA requirements, prior to initiating work on the existing curb ramps. There will be no payment of any kind for modified curb ramps that do not meet current ADA Standards and CALTRANS Standard Plan A88A. 16-1.13 BONDING -- Joints between new and existing concrete shall be given surface preparation as follows: SP-77 1. Joints made with the mass of existing concrete by cutting, chipping, or grinding shall be cleaned free of all loose deleterious material by thorough brooming and compressed air jetting. 2. Original surfaces or existing concrete shall be cleaned free of bitumens, grease, paint, and other deleterious materials and clean aggregate of at least 3/8-inch size shall be exposed by rock hammer abrasive blast cleaning or machine scarifying. 16-1.14 SLOT PAVING -- Asphalt concrete roadway pavement removed and replaced to accommodate placement of new PCC cross gutter and spandrels, gutter, curb and gutter, residential and commercial driveway approaches, and curb ramps (the area that is left after removing concrete forms from cross gutters and spandrels, gutters, curb and gutter, driveway approaches, etc.), as per plan, shall be paid separate under "PAVEMENT REPAIR," of these Special Provisions, and no additional compensation will be allowed therefor. 16-1.15 PAYMENT -- The Contract unit bid price paid per Linear Foot for "PCC CURB AND GUTTER," "PCC CURB," and "PCC GUTTER," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb, curb and gutter, and gutter, including saw cutting and removal of existing concrete, furnishing, drilling and bonding dowels into existing PCC curb, epoxy bonding the new PCC gutter to existing PCC curb, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Each for "FCC CURB RAMP," "PCC CROSS GUTTER WITH SPANDRELS," "PCC CROSS GUTTER WITHOUT SPANDRELS," "PORTION OF PCC CROSS GUTTER," and "PCC ALLEY INTERSECTION APPROACH," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete curb ramps, cross gutter and appurtenant spandrels and curb, and alley approach intersections including saw cutting and removal of existing concrete, grinding and disposing of all or of portions of existing PCC curb to accommodate curb ramps, or removal and reconstruction of depressed PCC curb and gutter appurtenant to curb ramp, adjusting water valves and traffic pull boxes to grade, restoring irrigation system, any unclassified excavation and/or unclassified fill, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Lump Sum Contract unit bid price paid for "PORTION OF PCC CROSS GUTTER," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing the portion of Portland cement concrete cross gutter and appurtenant spandrels including saw cutting and SP-78 removal of existing concrete, adjusting water valves and traffic pull boxes to grade, furnishing and placing Portland cement concrete, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Square Foot for "PCC SIDEWALK," "PCC ADA BYPASS," "PCC RESIDENTIAL DRIVEWAY APPROACH," and "PCC COMMERCIAL DRIVEWAY APPROACH," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Portland cement concrete sidewalk, residential and commercial driveway approaches, including saw cutting and removing existing concrete, adjusting water valves and traffic pull boxes to grade, restoring irrigation system, performing unclassified excavation and unclassified fill, asphalt concrete repair, minor existing fencing removal/ relocation/ restoration, if required, furnishing and placing Portland cement concrete, per the Plans, the CITY Standard Plans, Standard Specifications, SPPWC Standard Plans, CALTRANS Standard Plans and CALTRANS Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract unit bid price paid per Each for "MODIFY EXISTING CURB RAMP," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved, including grinding the lip of existing curb ramp and disposal of existing concrete, furnishing and installing detectable warning surface, complete in place, per the Plans, the CALTRANS Standard Plans, the CALTRANS Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. There will be "No Payment" of any kind for any new or modified curb ramps that do not . meet current ADA Standards and the CALTRANS Standard Plan No. A88A. The cost to re-establish irrigation works and any hardscape impacted or damaged by Contractor forces beyond the limits of the work is to be included in the various Contract items of work involved and no additional compensation is to be allowed therefor. SP-79 SECTION 17 17-1 COLD MILLING 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance with Section 300-1.3, "Removal and Disposal of Materials" and Section 302-1, "Cold Milling of Existing Pavement", of the Standard Specifications and these Special Provisions. Existing asphalt concrete shall be milled at the locations and to the dimensions shown on the Plans and as included in these Special Provisions. The cold milling machine shall have a cutter head at least 30 inches wide and shall be operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as to the direction of travel reducing the size of material until the desired gradation has been achieved. The depth, width, and shape of the cut shall be as indicated on the typical cross sections or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the milled area shall be neat and uniform. The road surfacing to remain in place shall not be damaged in any way. The material milled from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall follow within 50 feet of the planer, unless otherwise directed by the Engineer. Milling of asphalt concrete pavement will be measured by the Square Foot, or the Linear Foot, as per Bid Schedule. The quantity to be paid for will be the actual area of surface milled irrespective of the number of passes required. After the cold milling operation(s), Contractor shall crack seal the entire roadway as per Section 14-A, ASPHALT CONCRETE," of these Special Provisions. Further, Contractor shall tack coat and pave/overlay the street with new pavement within 72 hours of completion of cold milling operations, or as otherwise directed by the Engineer. Payment for Crack Sealing for all roadways in this Contract shall be per Section 14-A, ASPHALT CONCRETE," of these Special Provisions. Where transverse joints are milled in the pavement at conform lines, no drop-off shall remain between the existing pavement and the milled area when the pavement is opened to public traffic. SP-80 If asphalt concrete has not been placed to the level of public traffic, a temporary asphalt concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the existing pavement and tapered on a slope of 30:1 or flatter to the level of the milled area. Asphalt concrete for tapers shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Asphalt concrete tapers shall be completely removed, including removing all loose material from the underlying surface, before placing the permanent surfacing. Temporary tapers shall remain in place no longer than the above 72 hour limit required for the application of new pavement surfacing after cold milling. 17-1.02 PAYMENT -- The Contract bid price paid per Square Foot for "COLD MILL HEADER CUT," depth and width per Plan, per Bid Schedule, shall include full compensation for conforming to the requirements of this Section, for furnishing all materials, tools, equipment and incidentals, and for doing all work involved in cold milling header cuts in asphalt concrete surfacing, including disposal of material milled from the site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The Contract bid price paid per Linear Foot for "COLD MILL WEDGE CUT," depth and width per Plan, per Bid Schedule, shall include full compensation for conforming to the requirements of this Section, for furnishing all materials, tools, equipment and incidentals, and for doing all work involved in cold milling wedge cuts in existing asphalt concrete surfacing, variable depth and section widths per the Plans, including disposal of material milled from the site, per the -, Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and .- no additional compensation will be allowed therefor. Full compensation for furnishing asphalt concrete for temporary tapers and for constructing, maintaining, removing and disposing of the tapers, shall be considered as included in the Contract bid price paid per Square Foot for "COLD MILL HEADER CUT," or per Linear Foot for "COLD MILL WEDGE CUT," of asphalt concrete pavement and no additional compensation will be allowed therefor. SP-81 SECTION 18 THROUGH 19 BLANK SP-82 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPING PAVEMENT M MARKING AND RAISED PAVEMENT MARKERS, REFLEC 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the requirements of Section 210-1.6, "Paint for Markers", Traffic Striping, Pavement Marking, and Curb Marking", Section 214, "Paenand Section Section 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" 312, "Pavement Marker Placement and Removal" of the Standard Specifications and these Special Provisions. Paint for traffic striping and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the Standard Specifications. The paint shall contain pre-mixed glass beads with additional glass beads to b e Mechanically applied when the paint is applied, in accordance with Section 210-1.6.5, the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement delineation plates. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.080-inch. Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. Raised pavement markers (RPMs), reflectorized, if required, shall be Stimsonite- Low Profile No. 953A (yellow) and No. 953B (clear white) or approved equal. The CALTRANS Standard Plans details referenced on the Plans and elsewhere within these Special Provisions, and the related figures from the California m n l part of these Traffic c Control Devices (CA MUTCD) are included in the APPENDIX and a p Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. The limits of the work shall include all striping as delineated per t S Plans, as well as the restriping of Rancho Avenue, from Rialto Avenue southerly to Walnut work on this portion of Rancho Avenue is to be placed atop of, and match, the existing striping. In addition, Contractor is directed to the Appendix to these Special Provisions, Rancho Avenuel detail covering striping of northbound Rancho Avenue, from 325 feet south of to SP-83 20-1.02 PAYMENT - The Contract Lump Sum bid price paid for "THERMOPLASTIC TRAFFIC STRIPING AND RAISED PAVEMENT MARKERS, REFLECTORIZED," per Bid Schedule, shall include full compensation for furnishing all equipment and materials, and for doing all work involved, including the restriping of the portion of Rancho Avenue between Rialto Avenue and Walnut Street, in the application of thermoplastic pavement traffic striping and raised pavement markers (RPM) per the Plans, the CALTRANS Standard Plans and the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD) Figures, the CALTRANS Standard Specifications, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-84 SECTION 21 THROUGH SECTION 22 BLANK SP-85 SECTION 23 23-1 ROADSIDE SIGNS AND POSTS 23-1.01 GENERAL -- Relocation and new installation of roadside signs and posts, installed at the locations shown on the Plans or where directed by the Engineer, shall conform to the Standard Specifications, the California Manual on Uniform Traffic Control Devices (MUTCD), and these Special Provisions. Roadside signs on single post, shall be installed in accordance with the CITY's Standard Drawing No. 504, and as directed by the Engineer. "STOP" (R1-1) "NO PARKING ANY TIME" (R26) "BIKE LANE" (R81) All other signs in the Project per the Plans or as directed by the Engineer. The CALTRANS Standard Plans details referenced on the Plans and in the Bid Documents, and the related figures from the California Manual on Uniform Traffic Control Devices (CA MUTCD) are included in the APPENDIX and made a part of these Special Provisions. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. The Contractor shall obtain approval from the Engineer regarding type of material and required installation prior to placement of any sign posts. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. For purposes of measurement and payment, multiple signs installed on a single post shall be considered and paid as a single sign. 23-1.02 PAYMENT - The Contract unit bid price paid per Each for "FURNISH AND INSTALL SIGN," or, "RELOCATE SIGN AND POST," per Bid Schedule, shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved in installing new and/or relocating roadside signs on single posts, all complete in place, per the Plans, as specified in the Standard Specifications, the California MUTCD and these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-86 SECTION 24 24-1 INDUCTIVE LOOP DETECTOR 24-1.01 GENERAL - Inductive loop detectors shall conform to the provisions in Section 209, "Street Lighting and Traffic Signal Materials" and Section "Detectors"s" of the Standard Specifications, the CALTRANS Standard Specifications and Standard editions in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this Project, and these Special Provisions. The work herein includes installation of replacement (Rialto Avenue at Rancho Avenue, Windsor Drive at Baseline Street, and 21st Street at Valencia Avenue) inductive loop detectors and detector lead-in-cables as shown on the Plans and/or as directed o y the Engineer, gndard and shall conform to Section 209-5.8.2, "Inductive Loop Detectors" Specifications, and these Special Provisions. 24-1.02 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEM - Traffic signal system shutdowns shall be limited to periods between the hours of 9:00 a.m. and 3:00 p.m. The Contractor shall place "STOP AHEAD" and "STOP" signs to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdowns. All signal faces shall be covered when the system is shutdown overnight. Temporary a`S ST OP AHEAD" and "STOP" signs shall be either covered or removed when the system is turned AHEAD" and "STOP" signs shall be furnished by the Contractor and shall conform to the provisions in Section 12-3.06, "Construction Area Signs", of the CALTRANS Standard Specifications. Minimum size of"STOP" signs shall be 36 inches. One "STOP AHEAD" sign and one "STOP" sign shall be placed for each direction of traffic. For two lane approaches, two "STOP" signs shall be placed. Location of signs shall be as directed by the Engineer. Full compensation for furnishing, installing, maintaining and removing temporary "STOP AHEAD" and "STOP" signs and for covering signs and signal faces not in use shall be considered as included in the Contract Lump Sum price paid for the various signal items involved, and no additional compensation will be allowed therefor. SP-87 24-1.03 PULL BOXES - Pull boxes shall be #3-1/2 (except as shown on the Plans) and installed flush with top of curb or concrete sidewalk. Plastic pull boxes will not be allowed. Mark all covers "CITY OF SAN BERNARDINO" and "TRAFFIC". Pull Boxes shall be secured with a locking pull box insert, as manufactured by McCain Incorporated, (760) 727-8100, or approved equal. The Contractor shall provide a MASTER® lock with two (2) keys, per type and key number provided by the Engineer, for each locking pull box insert. 24-1.04 CONDUCTORS - Conductors and wiring shall conform to the provisions in Section 209-5.8.2.3, "Conductors", of the Standard Specifications and these Special Provisions. Loop wire shall be Type 2. Loop detector lead-in shall be Type C. Nylon jacketed conductors shall not be used. Splices shall be insulated by Method`B" as provided on Caltrans Standard Plan ES-13A. 24-1.05 INDUCTIVE LOOP DETECTOR - Inductive loop detectors shall conform to the provisions in Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, and these Special Provisions. The Contractor shall install a 6 foot diameter circular loop, Type E, at the locations as shown on the Plans and as directed by the Engineer. The sides of the slot shall be vertical and the minimum radius of the slot entering and leaving the circular part of the loop shall be 1-5/8 inch. Slot width shall be a maximum of 5/8 inch. Loop wire for circular loops shall be Type 2. Slots of circular loops shall be filled with elastomeric sealant or hot-melt rubberized asphalt sealant. 24-1.06 SEALANT - Elastomeric sealant or hot-melt rubberized asphalt sealant shall conform to the provisions in Section 209-5.8.2.4, "Sealants," of the Standard Specifications, and these Special Provisions. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. SP-88 Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant. Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows: After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all surfaces of slots in accordance with the provisions in Section 302-5.4, "Tack Coat," of the Standard Specifications, and as directed by the Engineer. Temperature of sealant material during installation shall be above 70°F. Sealant placed in the slots shall be compacted by use of an 8-inch diameter by conductor steel hand roller or other tool approved by the Engine Compacted shall be one inch. Excess sealant remaining after rolling shall not be reused. On completion of rolling,traffic will be permitted to travel over the sealant. 24-1.07 TESTING - The Contractor shall test inductive detector loops in accordance with Section 86-2.14B, "Field Testing," of the CALTRANS Standard Specifications, and as directed by the Engineer. An operating test consisting of five (5) days of trouble-free operation shall be satisfactorily completed prior to acceptance by the Engineer. Functional testing shall conform to the provisions in Section 86-2.14C, "Functional Testing," of the CALTRANS Standard Specifications and these Special Provisions. The Contractor shall test the detectors with a motor-drive cycle, as defined in the California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles, of the State of California. The un-laden weight of the vehicle shall not exceed 220 pounds and the or engine displacement shall not exceed 100 cubic centimeters.'tted. Special pro de an vehicles designed to activate the detector will not be permitted. who shall drive the motor-driven cycle through the response e or detection The detector a area o the detector at not less than 3 miles per hour nor more than 7 miles per an indication in response to this test. 24-1.08 REMOVING ELECTRICAL EQUIPMENT - Removal of any existing electrical equipment shall conform to the provisions in Section 86-7.01, "Removing Electrical Equipment," of the CALTRANS Standard Specifications and these Special Provisions. Any existing electrical equipment removed shall not be reused, especially conductors, detectors and fuse boxes, and they shall become the property of the Contractor. SP-89 24-1.09 PAYMENT - The Contract unit bid price paid per Each for "REPLACE EXISTING TRAFFIC INDUCTIVE LOOP DETECTOR," per Bid Schedule, shall include full compensation for furnishing all materials, tools and equipment and for doing all the work involved in the installation of new replacement inductive loop detector lead-in cable and inductive detector loops, including all the appurtenant facilities, saw cutting, splicing, testing, removing sealant and cleaning existing conduit, removing dirt/debris from existing pull boxes, to replace existing detectors, and pull boxes where necessary, complete in place, as shown on the Plans, per the Standard Specifications, the CALTRANS Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation shall be allowed therefor. a6. #ek SP-90 SECTION 25 25-1 ADJUSTMENT OF WATER FACILITIES 25-1.01 GENERAL - Adjustment of water meter boxes and water valve covers shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the adjustment of water meter boxes and water valve covers that may exist in the Project area. The Contractor shall notify the owner of the water facility a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Municipal Water Department or the East Valley Water District, depending on the area of construction. The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by drawings,the Water Department", or words of like importance, used in Specifications upon the be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a Contract for the performance of the work required. The words "Or Approved Equal" shall mean a product Btthat meets domestic water specifications and has been approved for use in the City of San by the Municipal Water Department or the East Valley Water District. SP-91 25-1.02 CONDITIONS - The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules, regulations, and State of California, the County of San Bernardino, the City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. In the event of conflict between the requirements of these Special Provisions and the requirements of the permits, it shall be understood that the more exacting requirements shall govern. The Contractor shall furnish to the owning Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 25-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in its construction or deficient in any of the requirements of these Specifications will be considered as accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work without compensation from the City of San Bernardino or the Municipal Water Department before final acceptance of the work by the Water Department. 25-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise indicated in the Plans or these Special Provisions, or unless otherwise cared for by the owner of a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be borne by the Contractor. 25-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by the Public Works Engineer. SP-92 25-1.07 PAVEMENT REPLACEMENT - When necessary to break pavement in order to adjust water facility enclosures shown on the construction drawings, the existing by pavement shall be cut vertically as nearly as possible to a straight line tho and shed be the CITY, as shown on the Plans. The pavement emoval and removed replashall cement be hauled shall conform to the replaced with like material. All pavement and specifications of the governing body having jurisdiction and shall meet with their approval. The Contractor shall be responsible for removing, disposing of, and replacing all pavement. All paving shall be inspected by the Engineer. 25-1.08 INSTALLATION - All foreign matter and dirt rhall be removed or atrovathe interior of the meter box or valve box prior to adjustment of the water The pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be immediately reported to the Engineer. The Contractor shall at all times take care to protect and preserve all improvements. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. All valves 4" and larger shall be operated by Water Department staff only. 25-1.09 PAYMENT -- The Contract unit bid price paid per Each for "ADJUST EXISTING WATER VALVE COVER TO GRADE," per Bid Schedule, shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in adjusting water valve covers to grade following the Contractor's paving operations to meet the grade of project improvements, complete in place, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications shall not apply to adjusting water valve enclosure and covers, and no adjustment shall, therefore, be made in the Contract unit bid prices for increased or decreased quantities of adjusting utility facilities. SP-93 SECTION 26 26-1 REINFORCED CONCRETE PIPE 26-1.01 GENERAL -- Reinforced concrete pipe (RCP) of the specified size and D- load shall comply with Section 207-2, "Reinforced Concrete Pipe", of the Standard Specifications and these Special Provisions. Installation of reinforced concrete pipe shall conform with the provisions of Section 306, "Underground Conduit Construction", of the Standard Specifications. Jacking for reinforced concrete pipe or pipe tunneling shall conform with the provisions of Section 306-2, "Jacking Operations", and Section 306-3, "Tunneling Operations", of the Standard Specifications. The wall thickness, reinforcement and test loads for pipe of the sizes specified shall conform to the requirements of the Standard Specifications, Serial Designation C76-41 of the American Society for Testing Materials. The D-Load is the actual load in pounds per linear foot that the pipe will withstand under the three-edge bearing test, without showing a crack in excess of 0.01 inch in width and 12 inches in length, divided by the inside diameter of the pipe in feet. All access excavation or unsuitable material shall become the property of the Contractor and shall be hauled away and disposed off-site at a site obtained by the Contractor. 26-1.02 SHORING OF EXCAVATION -- Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, sheeting, lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this Project. See SECTION 29 of these Special Provisions. 26-1.03 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and "General Safety Orders" issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws, ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and "Regulations" or suitable extracts therefrom and shall keep a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting and bracing of excavation and those concerning warning signs, lights and barricades are of particular importance. All excavations five (5) feet or more in depth shall be braced in accordance with the requirements of Section 306-1.1.6, "Braced Excavations," of the Standard Specifications. SP-94 The Contractor shall take precautionary measures to protect, in place, all existing structures, fences and surface culture during excavation. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. No excavation shall be initiated until a letter to proceed has been issued from the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1, "Safety Orders," of the Standard Specifications. The Contractor shall have on file with the Public Works Department, City of San Bernardino, a copy of a CAL/OSHA permit for any excavation over five (5) feet in depth and into which persons are required to descend. 26-1.04 RESTORATION OF ASPHALT CONCRETE -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement," of the Standard Specifications and these Special Provisions. 26-1.05 TEMPORARY RESURFACING -- Temporary resurfacing shall comply with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or other areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed as soon as the backfill is compacted to the relative density or immediately when so directed by the Engineer. 26-1.06 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing," of the Standard Specifications and these Special Provisions. Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 4" of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush with the existing street, as shown on the revised CITY Standard Plan No. 310, and as directed by the Engineer. The Performance Grade of the asphalt concrete shall be PG 64-10. SP-95 A self-propelled machine will not be required for any trench that is two feet (2') or less in width. A prime coat and tack coat shall be applied as directed by the Engineer. 26-1.07 PAYMENT -- The Contract bid unit price paid per Linear Foot for the various sizes of pipe involved shall include full compensation for providing all the material, tools and equipment and for doing all the work involved for excavation, shoring and placing the various sizes of pipe, including bedding and backfill, imported backfill as required and restoration of asphalt concrete pavement, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his Contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 2. Tests which do meet the required relative compaction shall be paid for by the CITY. SP-96 SECTION 27 27-A CONCRETE STRUCTURES 27-A.1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", S ection 303-1 "Concrete Structures", and Section 201-2, "Steel Reinforcement for Concrete", of the Standard Specifications, as shown on the Plans, the Standard Drawings and these Special Provisions. Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) inches. Reinforced steel shall be Grade 60 per ASTM A-615 designation. Class 2 surface finish will not be required on any portion of the concrete structures. The quantities shown on the bid sheet for concrete for the various structures shall be considered final quantities for payment for these items unless the Engineer revises the dimensions of the work shown on the Plans. If such dimensions are revised, and such revisions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the changes in the dimensions. The estimated quantities for such specific portion of the work shall be considered as approximate only and no guarantee is made that the quantities which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities. 27-A.1.02 CURB OPENING CATCH BASIN -- Reinforced concrete side opening catch basin, with local depression, shall be constructed in accordance with CITY Standard Plan Nos. 404 & 407, Plan, these Special Provisions and as directed by the Engineer. Elevations for the inlet and outlet pipes, lateral slope and "V" dimension shall all be field verified prior to installation. 27-A.1.03 REMOVE INLET, ABANDON PIPE & BRICK AND MORTAR PLUG REMAINDER -- Removing existing inlet, abandon pipe, brick and mortar plug remainder of existing storm drain pipe, and fill void with one sack sand slurry, shall be constructed per Plan, these Special Provisions, and as directed by the Engineer. Inlet to be removed is located at approximately Sta. 10+65 Rancho Avenue, adjacent to the existing convenience store. Contractor shall remove the entire inlet and local depression, and interfering connections and appurtenant storm drain pipe, and dispose off site. The remaining opening of the abandoned storm drain pipe (at the upstream connection to the removed inlet, and the downstream outlet, shall be brick and mortar plugged (both upstream and downstream ends plugged), and the void filled with a one SP-97 sack sand slurry. For measurement purposes, the inlet, local depression and interfering portions of existing pipe to be removed, brick and mortar plugs, and one sack sand slurry, shall represent one work item. 27-A.1.04 CONCRETE COLLAR -- Concrete collar shall be constructed in accordance with CITY Standard Plan No. 412, Plan, and as directed by the Engineer. 27-A.1.05 JUNCTION STRUCTURE -- Junction structure shall be constructed in accordance with SPPWC Standard Plan No. 332-2, Plan, and as directed by the Engineer. 27-A.1.06 RC SQUASH BOX -- This work shall consist of constructing a Portland cement concrete squash box along Storm drain Laterals A or B, when an existing utility facility impacts the construction of the 18" or 24" RCP. The work may occur only on Rancho Avenue/ Rialto Avenue within this Contract. RC Squash Box will only be constructed within this Contract if the interfering utility cannot be relocated, in the opinion of the Engineer. The work will be done in accordance with modified CALTRANS Standard Plan No. D80, Section 3-3, "EXTRA WORK," of the Standard Specifications and these Special Provisions. The Engineer's direction as to whether to construct RC Squash Box is final. Payment for constructing a RC Squash Box shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing a Portland cement concrete squash box, per these Special Provisions. This is an Extra Work item and will only be undertaken as directed by the Engineer. 27-A.1.07 PAYMENT -- The Contract bid price paid per Each for "CURB OPENING CATCH BASIN," type per Bid Schedule, shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing reinforced concrete catch basin, including structure excavation, structure backfill, furnishing and placing all steel reinforcing, miscellaneous iron and steel, metal frames and covers, local depression, connections for inlet and outlet pipes, adjusting the basin walls to accommodate existing utilities, complete in place, as shown on the Plans, per the Standard Specifications, CITY and SPPWC Standard Plans, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract bid price paid per Each for "CONCRETE COLLAR," shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing concrete collar, including structure excavation, structure backfill, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Contract bid price paid per Each for "JUNCTION STRUCTURE," shall include full compensation for providing all the materials, tools and equipment, and for doing all the work SP-98 involved in constructing reinforced concrete junction structure, including structure excavation, structure backfill, furnishing and placing all steel reinforcing, complete in place, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. The Lump Sum Contract bid price paid for "REMOVE INLET, ABANDON PIPE & BRICK AND MORTAR PLUG REMAINDER," shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in removing interfering portions of inlet, local depression, connections and appurtenant storm drain pipe, and dispose off site, brick and mortar plugs (both upstream and downstream ends plugged for abandoned storm drain pipe), and the void filled with a one sack sand slurry, complete in place, per the Plans, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-99 27-B MODIFIED DROP INLET TYPE V 27-B.1.01 GENERAL -- Modified Drop Inlet Type V shall conform to Section 207- 11 "Corrugated Steel Pipe and Pipe Arches," and Section 306-1 "Open Trench Operations," of these Special Provisions, OC PUBLIC WORKS (RDMD) Standard Plan No. 1305, as shown on the Plans and as directed by the Engineer. All exposed metal surfaces shall be galvanized. Pipe and fittings shall be 16 gage minimum unless otherwise shown on the Plans. The Contractor shall construct a Reinforced Concrete Collar to surround the connection of the new 18" CMP outlet to the existing 18" CMP pipe. Concrete for Reinforced Concrete Collar shall comply with Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section 201-2, "Steel Reinforcement for Concrete," of the Standard Specifications, the Plans, and these Special Provisions. Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) inches. Contractor may employ an alternative method to connect the new 18" CSP outlet from the drop inlet, to the existing 18" CMP drain pipe, such as a galvanized connection band, as approved by the Engineer. Air placed concrete shall be placed as per Plan surrounding the new drop inlet, conforming to the provisions of Section 303-2.1.3, "Method B (Shotcrete)," of the Standard Specifications, or as directed by the Engineer. 27-B.1.02 PAYMENT -- The Contract Lump Sum price paid for "MODIFIED DROP INLET TYPE V" shall be considered full compensation for furnishing all tools, materials, excavation, backfill and incidentals, for furnishing and placing air placed concrete and welded wire mesh reinforcement, concrete for concrete collar or materials and labor for alternate connection method, all galvanizing work, complete in place, and no additional compensation will be allowed therefor. SP-100 27-C PARKWAY CULVERT 27-C.1.01 GENERAL -- Parkway culvert shall be constructed in accordance with City of San Bernardino Standard Plan No. 401, Case III, as shown on the Plans, these Special Provisions, and as directed by the Engineer. 27-C.1.02 PAYMENT -- The Contract unit bid price paid per Each for"PARKWAY CULVERT," shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in constructing Parkway Culvert, including saw cutting and removal of existing concrete walk and parkway culvert appurtenant items, any unclassified excavation and/ or unclassified fill, complete in place to meet existing, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-101 SECTION 28 BLANK SP-102 SECTION 29 29-1 SHORING OF EXCAVATION 29-1.01 GEL -- The shoring of excavations shall conform to the r these Special of Section 306-1.1, "Trench Excavation" of the Standard Specifications and Provisions. The Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, sheeting, lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this Project. 29-1.02 PERFORMANCE -- Attention is directed to the "Construction r Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the G tY Department of Industrial issued by the Division of Industrial Safety of the wts State of California,or regulations to which the Relations and to any and all other applicable la Contractor is required by law to conform. He shall provide himself with co i s of these se "Orders", "Laws", and have a copy of each at the site of his operations and shall governed by f the requirements thereof. The requirements concerning shoring, sheeting, and of nd bracing of excavations and those concerning warning signs, lights and barricades particul importance. All excavations 5 or more feet in depth shall be braced in accordance with the requirements of Section 306-1.1.6, `Bracing Excavations" of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. At least one lane shall be open to local traffic only at all times during construction. The Contractor shall submit to the Engineer, at least 48 hours or in other advance eis of any to excavation, a detailed plan showing a dhel�Zard of shoring,aving bracing, round during an excavation. No be made for worker protection froa m shall be done until such plan has been approved in writing by n theoEngiice neer, and the permit has been obtained from the State Division Specifications. requirements of Section 7-10.4.1, "Safety Orders," of the Standard Speci SP-103 The Contractor shall have on file with the City of San Bernardino, Department of Public Works, a copy of CAL/OSHA permit for any excavation over five feet in depth and into which persons are required to descend. 29-1.03 PAYMENT -- The Contract bid price paid for "SHORING OF EXCAVATION," shall be deemed to include full compensation for providing all equipment and material and for doing all the work involved in the shoring of excavations, in compliance with all the requirements of this Section of the Special Provisions, per the Standard Specifications, and as directed by the Engineer, and shall be considered as included in the various Contract bid items of work involved and no additional compensation will be allowed therefor. SP-104 SECTION 30 THROUGH SECTION 31 BLANK SP-105 SECTION 32 32-1 METAL BEAM GUARD RAIL 32-1.01 GENERAL -- Metal beam guard rail (MBGR) shalland for Special provisions in Section 83-1, "Railings," of the Caltrans Standard Specifications, Provisions. The Contractor shall furnish necessary components and repair existing MBGR of the type and at the locations shown on the Plans, or as directed by the Engineer. Barricades, posts and MBGR field adjustment shall be installed in accordance with the Caltrans Standard Plans, A77 series, and as directed by the Engineer. The applicable Caltrans Standard Plans are included in the APPENDIX of these Special Provisions. The ninth, eleventh and twelfth paragraphs in Section 83-1.02B, "Metal Beam Guard Railing," of the Caltrans Standard Specifications, are amended to read: Wood posts and blocks shall be timbers No. 1 (structural) grade Douglas fir or timbers No. 1 grade Southern yellow pine. Wood posts and blocks shall be graded in accordance with the provisions in Section 57-2, "Structural Timber," of Caltrans tands Standard Specifications, except allowances for shrinkage after mill cutting shall in no case exceed percent of the American Lumber Standards minimum sizes, at the time of installation. Wood posts and blocks shall be pressure-treated after fabrication as provided in Section 58, "Preservative Treatment of Lumber, Timber and Piling," of the Caltrans Standard Specifications, with creosote, creosote-coal tar solution, creosote-petroleum solution (50- 50), pentachlorophenol in hydrocarbon solvent, copper naphthenate, ammoniacal copper arsenate, ammoniacal copper zinc arsenate, or chromated he creosote arsenate (Southern ed, yellow pine only) except that, when other than one o processes blocks shall have a minimum retention of 0.40-pound per cubic foot and need not be incised. If copper naphthenate, ammoniacal copper arsenate, chromated copper arsenate, or ammonia-'cal copper zinc arsenate is used to treat the wood posts and blocks, the bolt holes shall be treated as follows: Before the bolts are inserted, all bolt holes shall be filled with grease, recommended by the manufacturer for corrosion protection, which will not melt or run at a temperature of 150° F. SP-106 Metal beam guard rail elements and any required backup plates, terminal sections, end sections, and return sections shall conform to the requirements of Type 2 W Beam as shown in AASHTO Designation: M 180. 32-1.02 REPAIR METAL BEAM GUARD RAILING ALONG RANCHO AVENUE -- This work item consists of repairing the existing MBGR and its supporting embankment along northbound Rancho Avenue, northerly of the railroad crossing. For bidding purposes, this work consists of providing a new MBGR curved end cap, removal and replacement of approximately 6 existing MBGR wooden posts, providing two replacement wooden blocks, and resetting the existing wood blocks and mounting hardware as needed within the existing MBGR system. No new longitudinal MBGR railing elements will be required within this MBGR section. A new MBGR railing delineation sign (flexible post) is to be installed by Contractor at the southerly end approach(northbound direction) to the existing MBGR system. Earthwork to re-establish the embankment supporting the MBGR is also required for this work item, per"UNCLASSIFIED FILL," of these Special Provisions. Height of the embankment varies from approximately 6" to approximately 6', with the existing embankment slope varying between approximately 3:1 to 5:1. Repaired embankment slope shall match the existing slope, unless as otherwise directed by the engineer. Post resetting and repair occurs both within and outside of the localized embankment repair areas. Payment for the repair of the embankment within the MBGR repair area, is separate from this item. Additionally, payment for the repair of the embankment along northbound Rancho Avenue, northerly of the railroad crossing, southerly of and outside of the MBGR area, is also separate from this item. 32-1.03 PAYMENT -- The Contract unit Lump Sum bid price paid for "REPAIR METAL BEAM GUARD RAILING ALONG RANCHO AVENUE," per Bid Schedule, shall include full compensation for providing all materials, tools and equipment, and for doing all the work involved in repairing existing MBGR barrier railing and flared terminal system end treatment, including new posts, blocks, railing, cable assembly, all hardware and mounting, flexible delineation signs, resetting existing posts and blocks as necessary, all earthwork to reinstall and restore the MBGR posts, complete in place, per the Plans, the CALTRANS Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-107 SECTION 33 THROUGH SECTION 45 BLANK SP-108 SECTION 46 46-1 ADJUST UTILITY FRAME AND COVER TO GRADE 46-1.01 GENERAL -- Adjusting existing utility frame and cover to grade, or adjusting existing water valve cover to grade, after completion of paving, shall be in accordance with Sub-Section 301-1.6, "Adjustment of Manhole Frames And Cover Sets To Grade", of the Standard Specifications, these Special Provisions, per the Plans and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6 of the Standard Specifications. The pavement surrounding the frame and cover shall meet the smoothness requirement as specified in Sub-Section 302-5.8, "Manholes (and other structures)," of the Standard Specifications. 46-1.02 ADJUSTING NON-CITY UTILITY COVER/ VAULT FRAME AND COVER -- Adjusting non-city utility cover/ vault frame and cover to grade after completion of paving shall be performed by others. 46-1.03 PAYMENT -- The Contract bid price paid per Each for "ADJUST EXISTING UTILITY FRAME AND COVER TO GRADE," and "ADJUST EXISTING WATER VALVE COVER TO GRADE," per Bid Schedule, shall include full compensation for providing all materials, tools and equipment, and for doing all the work involved in adjusting utility frame and cover to grade, and adjusting waiter valve cover to grade, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications, shall not apply to adjusting existing utility frame and cover to grade, or adjust existing water valve cover to grade, and no adjustment shall, therefor, be made in the Contract bid unit prices for increased or decreased quantities of adjusting utility facilities. SP-109 SECTION 47 THROUGH SECTION 49 BLANK SP-110 SECTION 50 50-1 REMOVAL AND RESTORATION O`EMENING IMPROVEMENTS EXCEPT STREET 50-1.01 GENERAL - The Contractor shall comply with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications, latest edition, and these Special Provisions. All existing improvements (except utilities and street pavement) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and driveway approaches, ADA bypass and sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic construction gc s oip tng and traffic detector loops, which are damaged or removed during the course of e Project, shall be restored or replaced to a condition equal to or better than, in all the Plans, the existing improvements removed or damaged, unless otherwise specified The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawings and the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or scoring line. If said 10-foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations,the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk, where noted on the plans, shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw-cut. 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. SP-111 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contract. 8. Removal, salvage and reinstallation of existing signs and posts, mailboxes, or other surface culture, where noted per Plan, or as directed by the Engineer. Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT - Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various Contract bid items of work involved, and no additional compensation will be allowed therefor. SP-112 SECTION 51 51-1 CONSTRUCTION INFORMATION SIGN 51-1.01 GENERAL - Construction information signs shall be furnished, installed, maintained, and removed when no longer required. Contractor shall provide and erect construction information signs at the locations noted in the Plans or as otherwise approved by the Engineer. Signs shall be furnished by the Contractor, and shall be labeled as shown on the mockup within the Appendix of these Special Provisions, or as directed by the Engineer. Construction information signs shall be erected five (5) working days before begin of work. Construction information signs shall be 4' x 8' in size, with two (2) 1 be xa6" x 16' posts.tamped The sign posts shall be set 5' into good, solid ground, and the ba into place. Alternate sign post material may be proposed by the Contractor for Engineer review. Where placement upon (into) native ground is impracticable within CITY's street right of way (for example, such as through existing sidewalk), Contractor shall propose, for Engineer review/ approval, an alternate placement area (in street right of way), or method of placement (such as alternate base configuration for placement onto existing hardscape), such that underlying improvements are not damaged. Signs shall be fabricated with 0.080" thick clear anodized aluminum an the face material approved by the Engineer. The exposed portions of the g hardware of the sign shall be painted using touchup enamel that matches the background. Signs shall have reflectorized white capital letters and 1" border line on standard state highway service signing blue acrylic enamel background that will last 3 to 5 years. Sign panels shall be bolted to the wood posts using the appropriate length of 3/8" bolts, and flat Douglas fir,washers, or an Engineeruappro �ed shall be constructed of heart grade redwood, heart grade D g equal. Signs shall have appropriate structural framing of a similar material attached to the reverse (back) side of the sign, to add rigidity to the sign in windy conditions. Messages on signs shall be standardized as much as possible. Contractor hall Contractor revise all shall misspellings and any other corrections on each sign at no extra cost to the CITY have interchangeable street name, project limits, council member, Ward and date panels (as appropriate) such that the main sign remains in place during all stages of construction. If Contractor is ordered to revise the Mayor's name and/or council member's name(s) on the sign(s), after the construction information sign(s) has been approved by the Engineer, a SP-113 Contract Change Order will be issued in accordance with Subsection 3-2, "Changes Initiated by the Agency," of the Standard Specifications, for the cost of changing names. Signs shall be placed so that CITY sight distance standards are maintained. Upon completion of all stages of work, each construction information sign shall be removed and salvaged by the Contractor to the CITY Yard. The cost of construction information sign removal and delivery to the CITY's Yard shall be considered incidental to the other items of work and no separate or additional payment will be allowed therefor. Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire, or other structure. Regional notification centers include, but are not limited to the following: Notification Center Telephone Number Underground Service Alert (Southern CA) 1-800-227-2600 Excavation required to install construction information signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is :. determined there are no utility facilities in the area of the proposed post holes. 51-1.02 PAYMENT -- The Contract unit bid price paid per Each for "CONSTRUCTION INFORMATION SIGN" shall include full compensation for furnishing all labor, interchangeable street names, interchangeable dates, equipment, materials and tools required for performing all work necessary to furnish, paint, label, assemble, erect, and repair, replace and repaint damaged, vandalized or stolen signs, complete in place, and their removal at completion of the Project, and no separate or additional compensation will be allowed therefore. Payment will be based upon fifty percent(50%) at sign installation, and fifty percent(50%) at end of Project, following delivery of salvaged signs to CITY Yard. SP-114 APPENDIX CONSTRUCTION INFORMATION SIGN MOCKUP 8' 4 . } City of San Bernardino r Street Improvemel, ________ I PROJECT NAME AND LIMITS 4' I PROJECT BEGIN AND END DATES I I 3' City Cour<cil Ward Flo. San Bernardino Iic Works For Information:bu 0 .384.7272 wjrw.pbcity.org 7' CITY OF SAN BERNARDINO STANDARD No. DEPARTMENT OF PUBLIC WORKS—ENGINEERING A CONSTRUCTION INFORMATION SIGN , �3 1. CONSTRUCTION INFORMATION SIGNS SHALL BE ERECTED FIVE (5) DAYS PRIOR TO START OF CONSTRUCTION. 2. SIGNS SHALL BE 4' X 8' IN SIZE. 3. SIGNS SHALL BE SECURELY MOUNTED ON (2) 4X4 POSTS. POSTS SHALL BE 16 FEET IN LENGTH AND CONSTRUCTED OF HEART GRADE REDWOOD, HEART GRADE DOUGLAS FIR, OR AN ENGINEER APPROVED EQUAL. SEE NOTE 11. 4. THE SIGN POSTS SHALL BE SET 6' INTO GOOD, SOLID GROUND, AND THE BACKFILL SHALL BE CAREFULLY TAMPED INTO PLACE. 5. SIGNS SHALL BE FABRICATED WITH 0.080" THICK CLEAR ANODIZED ALUMINUM OR AN ALTERNATE MATERIAL APPROVED BY THE ENGINEER. THE EXPOSED PORTIONS OF THE FASTENING HARDWARE ON THE FACE OF THE SIGN SHALL BE PAINTED USING TOUCHUP ENAMEL THAT MATCHES THE BACKGROUND. SIGNS SHALL HAVE REFLECTORIZED WHITE CAPITAL LETTERS AND 1" BORDER LINE ON STANDARD STATE HIGHWAY SERVICE SIGNING BLUE ACRYLIC ENAMEL BACKGROUND THAT WILL LAST 3 TO 5 YEARS. SIGN PANELS SHALL BE BOLTED TO THE WOOD POSTS USING THE APPROPRIATE LENGTH 3/8" BOLTS, AND FLAT WASHERS, NUTS AND JAM NUTS. 6. THE CONTRACTOR SHALL REVISE ALL MISSPELLINGS AND ANY OTHER CORRECTIONS ON EACH SIGN AT NO EXTRA COST TO THE CITY. 7. SIGNS SHALL BE PLACED SO THAT CITY SIGHT DISTANCE STANDARDS ARE MAINTAINED. 8. UPON COMPLETION OF ALL STAGES OF WORK, EACH CONSTRUCTION INFORMATION SIGN SHALL BE REMOVED AND SALVAGED TO THE CITY YARD. 9. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO START OF WORK. 10. EXCAVATION REQUIRED TO INSTALL CONSTRUCTION INFORMATION SIGNS SHALL BE PERFORMED BY HAND METHODS WITHOUT THE USE OF POWER EQUIPMENT, EXCEPT THAT POWER EQUIPMENT MAY BE USED IF IT IS DETERMINED THERE ARE NO UTILITY FACILITIES IN THE AREA OF THE PROPOSED POST HOLES. 11. THE CONTRACTOR MAY PROPOSE AN ALTERNATE METHOD OF SUPPORTING THE SIGN, SUBJECT TO THE APPROVAL OF THE ENGINEER. CITY OF SAN BERNARDINO STANDARD DEPARTMENT OF PUBLIC WORKS---ENGINEERING NO. CONSTRUCTION INFORMATION SIGN A 2 0F3 -- ALL OTHER TEXT 2" HEIGHT --- Ea Y ti L z L N O O ti 5, 0 0 �� M _ C �" —cn ..4 C_ _12,__ ___c7.,_c17_1_ L � F- oc3 J o 0 C13 E ... as W ZZ Lo w > Qo m � CC1 O w a co o=1 IVm L .z U) LL C a' Q 3 C E z W CO Laa — 1•— . 41- V W O L ce 0 �+ CL J Ce I V 1 L r n ,y _ c CITY OF SAN BERNARDINO STANDARD NO. DEPARTMENT OF PUBLIC WORKS--ENGINEERING A CONSTRUCTION INFORMATION SIGN 3 OF 3 CITY STANDARD PLANS c-tTY OF SAN BErZNIAtZn►iv • s-r&t41DAZD Exl STI QG '1'©POGIQAPHr bYMBLS _ -__- ce.ITge Uwe. Q SEWS¢ MANHOLE -Ems---- Gtr? L%MITS Oc_o. SEWER CLSANOUT SIW ¢tGMT OF WAY LINE DQ STORM DRAW MANHOLE Opt[i] TELEp1.10WE WNNOt,E OQ VAULT S 5 EXISTING, Se >:¢. � - G [6] CHAS MAtw1;OLE OR VAULT a"cam---w FzlsTCt-G wATe¢ LINE � t5"CONE--0 EXISTING STOIZM DIZAIN WO 574.-.1 WATER. MANHOLE OIL VAULT Z"kt at EXISTING GAS LINE ® EC, ELECTRIC MAkt4OL6 OR VAULT -r — 1luD'GD• TEL.cosanuIT [ pp* Ct'LECTRIC OR TELEPHONE POLE 12"I.D.CONc -1R.. EVIST IRetGATiO�t LINE IS ELECTRIC TOWEZZ ? V E 1.)14D'4D. ELECTRIC COND. E---- DOWN GUY S.L. STREET LIGHTING g) FIRE HYDRANT 514. -— h TRAFFIC SIGNAL. CIYI" WATER, METER F. t. FIRE ALAIZM C:<1 WATER. VALVE -15"ID PCC=_ •• Cut,.vEIZT 01 el/As VALVE -,r -U- -D- -U v v SOARD FE1uCE. ELECT tLCaLtESE. (UPRIGHT) —x x x—x- 5AZLClED WIRE FENCE Q--0 ELECTIZOLIER (ON MAST AIM) 0 0 0 0 C.AtW! LIW►S FENCE 411 TRAIrp lc St3P4AL j i WOVEN WIRE FENCE FCC, ELOCIS WALL t o 'TRAFFIC SIGNAL (ON MAST A :M) DVS puts„ lSOX oz -* QAILZOAD T1ZAC1i5 ® TRAr'Ptc SIGNAL CONTROLLER TRAFFIC SIGNAL DETECTOR. iir... NEOGE am--4b WhU • WAIT SIG1NAL. a �_...y-Ft r----. DttZECTION FLOW DIRT PAIZi t1JG METag. .s/ TRAFFIC. c1ar4 "-"- DI $CTION FLOW PAN/. ♦ STREET NANtt. 514N NII 1 _ -Fr -mr TOP OF SLOP 4 STOP SIGN ;3 v err __--IC �I---'11 TOE OP 5LOPE xX .-Z..Ct-045t1•$C► SIGN "iii Q_, GuAaO tzAILIMG 6T6 ¢.¢. C¢044I144 SIGNAL- St'at►+Kt_ER I4EAP i PC.e. 51t)Ewxui (DASt+ED) a R C.0. DRIVEWAY DELTA , ANGLE POINT c O POINT ON T4►1GeNT o 0 00 U.S.MAIL SOX SMRU� � TREE (DECIDUOUS 5 d SECTION CORNER. o za PM.M \119- EVEIZGILEEN(PtMtE,ETc) 6 T 9 _ o Pi S +9 1/4 CO QIJ EZ. -z ?CC ;LA4 BUILDIwy APFILoveD 1 STANDARD uwCOVEZED C A/6,e, - .2 09 A C, PLAN a1 - 50 I CITY OF SAN BE2NARID11.10 -PUBLIC WOIZI.SS DEPT. c.- ITY ENC11.lEER.. - 4........ GENERAL NOTES I. ALL. WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION , 1982 EDITION , AND STANDARD DRAWINGS ON FILE IN THE OFFICE OF THE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER. 2. PORTLAND CEMENT CONCRETE SHALL BE CLASS 520-C-2500 WITH A MAXIMUM SLUMP OF 4•'. "` 3. ASPHALT CONCRETE PAVEMENT SHALL BE CLASS B-AR-4000. it 4. AGGREGATE BASE SHALL BE CLASS IL. • VAR. t. EXIST. A.C. PAVEMENT A.C.PAVEME T SEE TABLE . • • --- �" "'" P.C.C. SIDEWALK l�-•y- __' 5" • • PER CITY STD. 202• EXIST.AGG. BASE q AGGREGATE BASE TYPE "8" P.C.C. CURB A GUTTER SEE TABLE PER CITY STD. 200 ,.VAR. 1 VAR. I ... I 1 EXIST. A.C. P.C.C. SIDEWALK PAVEMENT ---- A.C. AM/. SEE TABLE PER CITY STD.2GW es- _____111111111.1m - . q . EXIST.AGG. BASE • AGGREGATE BASE ""A" 3.571 A' IA 0: g, SEE TABLE TYPE A CURB PER CITY STD. 200 :-....td,:- . STREET NAME T. I. PAVEMENT AGGREGATE BASE # ` THICKNESS THICKNESS ...i.: : e "I" STREET 7.5 2 1/2" 4" � `._ MILL STREET 9:0 3 1/2" _ 4" NINTH STREET 7.5 3" 4" .0 DI HIGHLAND AVE. 9.0 4" 6" FORTIETH ST. 7.5 2 I/2" 4" C) "E" STREET 9.0 3 1/2" 4" .40041D s.a.e.'r ,.,�• 'si. p D AJE. 9.0 3 I/2" 4" .�, r.�.�,,,,,,,�, 4" >y STODDARD AVE. 4.5 2 1/2" 4" '� .,• •. s {a � y� . . CITY OF SAN BERNARDI'NO- PUBLIC WORKS DEPARTMENT APPROVED BY: STANDARD STANDARDS FOR Dfl�M1w� NUMBER CHAPTER 27 -- - � �•�.� IMPROVEMENTS ��o YSICITY ENt3 103 T ` 't'4 J9 B2 -WET / of 2 PAVEMENT AGG.EWE BASE ' STREET NAME TRAFFIC INDEX THICKNESS TH CKNESS CALIFORNIA STREET I *•s k.I%2" )1141 FIFTYEIeHTH STREET 4.5 21/2" . HARRIS STREET 4.5 21/2" 4" ow RIALTO AVENUE 6.0 4" ; jN. O4" ! p � DRIVE ■ 5.5 21/2"I ET1WAA AVENUE 21/2 4" HAZEL /MINE 4.5 " 4" SILBERT STREET 5.5 2 V2 LA 4' WRENCE /VENUE 4 5 2 In" 21/2" 4" ALLEN STREET 4.5 6" RANCHO I�IENUE T.5 � 6 DUL/A STREET 4.5 2 V2" ' VALENCIA NNENUE 5.5 2 V2" 4' WALL 4.5 2 V2"` 4" /fit WAY 6.5 3"- "6" STREET 6.5 3" 6"6" BRYANT -STREET 4 5 2 V2„ r " THIRD STREET 6.5 2 V2 FOURTH STREET 6.5 - 3'"" 4. "0" STREET 6.5 3". i'l 4' `n WATERMAN //EWE 9.0 4.. CLUSTER STREET 4.5 21/2" VALLEY STREET 4.5 2 I/2" 4" NOTE : 2. ALTS E PAVEMENT STRUCTURAL SECTION I. ALTERNATE PH LT CO STRUCTURAL SECTION T OVER OF 4 I/2ASPHALT CONCRETE PAVEMENT OVER OF NATIVE ASPHALT ALT CY#IERUSE PNVEI U O OVER NATIVE MATERIAL MV BE USED IN LIEU OF 3" AS A CONCRETE F$IEM IN OVER 4" GGREGATE ASPHALT CONCRETE PAVEMENT OVER 6"AGGREGATE BASE. CITY OF SAN BERNARDINO-PUBLIC WORKS DEPARTMENT AP VED BY STANDARD DRAWING STANDARDS FOR , NUMBER CHAPTE:R 27 DRECTOR OF •W PUMJC E 103 IMPROVEMENTS o I t- 2 9 N SHEET 2 OF 2 SEMINAL S: 261-. NOTE ,�„ CONCRETE MUST BE AT LEAST CURING COMPOUND SNALL B! /8 28 •. G t. MS SACK MIX(520-C•2500) SPRAYED UNIFORMLY ON ALL POSED --" AND HOLD 2500 P.S.I. IN 28 DAYS. SURFACES PRIOR TO EVAPOR ON Of SURFACE WATER. R= " FLAT EXPANSION JOINTS AT END RETURNS a STRUCTURES W ND iP= 3 " PLANE JOINTS EVERY 10 FT _ e '� d• OR AS INSTRUCTED. .944 SLOPE tN 3 R°47- _ • e 0.057 ca.YD. . PER L/N. F7 • a . TYPE "B" P.C.C. CURB a GUTTER 2‘I- fi'L. . s3 - Rs SLOPE 1:18 ; . R 4 4. • Vol' 1: " it: . s • • - PER L/.V 'Cr • L__ _ e • TYPE "C" P.C.C. CURB a GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) if:; a k- /2' 24' - w .A74 � R ' r' RAT - a e N. - •N - s PER L/.t/FT 0.06.7 C!/. YO. t :-. 0 I.. � TYPICAL SECTION • ___t ROLLED CURB TYPE "A" iAN D PPROV BY THE CA IITYCENGINEER) P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED. STANDARD TYPICAL SECTION- isilRy 27 I9 N P. C.C. CURB 81 GUTTER ZOO CIT ENGI EER PEP1IIS5ABLE ALTERNATIVE CURB FACE MAY Ec�e 4j�E.C••P /.3 VA,9YACCIWO/A/6 '' 3-" � TO RoL.4N — �f do inimai d \ A'CMRt/r'REfE I it I �° A 1 5.014' fzow��.v� _ /3, [EXPANSiON �A EXPANS/ON JO/NT /5' J OIN T STRA/GHT GRADE --flow obetcraw PLAN . OF CROSS GUTTER fill Py?,ya.pyA1,/G Rs B- JO/NT SEALER' 1_ .s+rRKCsaw i; 'e .bwr i ' `1r► .zee : - - • i STEET TROWEL F7A/15,l • . : . - • ! ' - - i E a-G f' EXPANSION JOINT 5"-4..1&.:::::: INT /- ---.41..- —.4..-/- OTE= ST01/6NIT GRADE B"COA/CPETE BETWEEN BC.R '5 MAY BE AL TERPEO ON E4CES5/1/E SECTION "A-A" 6240E5. 3"- _, ,� ie 'a,. :AL * • _ ' . a_ çTozcapo ' �. ,�•, - PER L/,V.Ff• A p b 36" P.C.C. CROSS GUTTER I LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO-PUBLIC WORKS DEPT. APPROVED: STAMM 36" a 7 2" CROSS GUTTER `48y 27 ISBZ PLAN .� io1 CITY ENGINEER `V'r gilate V [ ]A1TE / 7s fl0Zif'rr (0aes1 VAMP/ES U~ 6,i ���� �TrP/G4L .LOGIT�CN/ d UT/L/Tr T oarge I? rENEO , 4(1E JO/NT CASE 34 APEFERPRED �'i/DEAOLe LOCAT/OA/ ;,� VAR/ES _ 1 4"U4 P5M7/1'/FD r-G"MW. MOM .QIOg la F l If aeon Or A.C- 3j MJN.�!G'� / 1iK+' /1�fD/�V MS AREA lowNAL(' z *_ CASE 48" fr MAY BE USED•' I.)McIEN FRONTAGE /1 LESS TALON /C)'AMP SAME SECT/ON EX/ST.5 ON 9OTH 3/0E9 OF,COT_ P.)FOE MEA.vOtEeavis .S/0Eh/424 S AA — GE/YE�Q4L NOTES' wanted is /)erweRETE CLASS-94v-c 1500 ga /) z.)it/SAWED/UNE.40#173 TO/14744f ei JOINT AS DWECTE,ogr 1 pi T77,,E.EAASPAMSE47. 8)cuP'itS CON/W 1/0 1/O 9A EL SE V &A.. 9P.P/4rE0 ! wAme'y.r OW ef PROPD.?6o .. B/OEsdai c EXPO5EO OCAM'CE. M.0 TO TOE E164 ,4I OF dr/RK4C'.E l'/ATE.E. A 00 AWE TYPICAL S/DEA/AL/C T2AN,S/T/ON CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D STANDARD A ,1983 PLAN SIDEWALK LOCATION 201 . CITY NGINEER ' DRIVEWAY 6" MIN-1 PL w - - - A - - SCORING LINES MIN DEPTH 3`a" � e A 4 e z a o m 4 a 1 4 1 rV , _ 4 ?I' � .`j I � 4 A Y�" EXP JOINT 4 Q °, 4 4 4 _ LS RIDGE eai 4 4 . 4II 4S,;--°- a . I 1. 4 4 _ 4 AT N 8 A 4 1 4 1 r 4 RIDGE N Q W W Qa, ' 4 8 4 4 -(' VI a 4 - 1 a d 1.. 4 4 X=2'-6" FOR CURB ..�, ' UNDER 10". X x X=3'–O" FOR CURB -- 10" AND OVER. 6" 16' – 20' 6" PLAN SAW CUT EXIST. TOP OF CURS 5/W CURS do GUTTER GUTTER X ( ` – — — — X GRADE BOTTOM i OF CURB . 6" 16' – 20' 6" CURB OPENING = W + 1'-0" ELEVATION NQTS: 1° CONCRETE CLASS 520-C-2500, 2. WEAKENED PLANE JOINTS TO MATCH CURB PI JOINT AS DIRECTED BY THE ENGINEER. i .., 3. CURING COMPOUND SHALL BE SLOPE NOT TO EXCEED 12)% SPRAYED UNIFORMLY ON ALL 4'–O" MIN 6" MIN EXPOSED SURFACES PRIOR TO THE EVAPORATION OF SURFACE WATER. SLOPE y4" FT -= 4. SCORING LINES TO BE PLACED MK – – – – PRIOR TO EVAPORATION OF T Y*" SURFACE WATER. EXP • JOINT – 5. SUSG RADE SHALL BE COMPACTED TO A • SECTION A- A MINIMUM 90% RELATIVE COMPACTION. R _ 9 L A=FD,NOM k FECRAN1t SlO eft 8/22/20D1 NO RZVINION BY DATZ APPROVED 7 STANDARD CITY OF SAN BERNARDINO APPROVE 4," DEVELOPMENT SERVICES—PUBLIC WORKS/ENGINEERING NO.IA RESIDENTIAL 203 DRIVEWAY APPROACH OTT ENGINEER 1 Cf 1 TYPE I PLAN ONSITE DRIVE AISLE i _ A ._., CURB FACE X Y Y --- 6" 2.5' 2.5' AYEANVEtihc/G 0" 3.0' 2.0' .5/0011/4.41C • 3 k A ,�� 6 _— -- W/1ENE .SIMGWALIC" N. -- ___ Ii 1 s -.1 _ _—f - — I. iIra k 0 I 0,10.9 III I V% I ' r ""Opt ✓E. "�S ( 4 1 of Z RE EXISTING OR PROPOSED '..„ R/aGA" I I r SIDEWALK � it I f � CURS PAC[ A EXISTING OR PROPOSED PULL HEIGHT CURS F 1 X . W _ x i Y i CURE AND GUTTER ( TYPICAL) 24' MIN. -- 36' MAX. TYPE II PLAN ONSITE DRIVE AISLE 1" _ CURB FACE X Y , 8" 2.5' 1.0 v McA4/lPER/iv6. A , �leffir.4h(C 10" 3.O' 1.0' 4 411706 a Y" wiV�i�oedaes � w.+ N .. T —�It w' I r r Yk r a �,,k <ryP� + N Y I yA�lt� 3 y '„ �� 1 .fI? 'e/ „ EXISTING OR PROPOSED mot. y 1 I ` 4., SIDEWALK 1 Pr «!> I t • CURD PACE 1 1 I _. ..� I EXISTING OR PROPOSED _ ;Y; X 3' A ; ' 3' r CURS AND GUTTER FULL HEIGHT 24' MIN. 36' MAX. 4x--+ CURE (TYPICAL) CITY OF SAN BERNARDINO / PUBLIC WORKS DEPARTMENT APPROVED: 12- 2 9 1966 STANDARD COMMERCIAL DRIVEWAY APPROACH Z04N I 0. TV E R sW1of1si is PARKWAY WIDTH PROPERTY LINE 9.23 MIIN. 4 O' NAMOICAP ON-SITE DRIVEWAY WY-PEEL SLOPE ne !FT. -.� SECTION A-A (FOR PARKWAYS 14' OR LESS ) PARKWAY W/O771 ..•� rEATER TWAiV /4c• '1*-7--PROPERTY LIME 9.Z3 M/A/ 4O' 9Y-'vas *kg=IT- F %firmx. �Y OW SITE DRIVEWAY " ~Er..�wrf coMPAcr10 &4°E Nor Tb EXOEED .o% SECTION A - A (FOR PARKWAYS GREATER THAN 14' ) NOTES: 1. SCORING LINES SHALL BE EQUALLY SPACED AT 10'- O.C. MAXIMUM. THEY SHALL BE 3/4" DEEP AND SHALL BE PLACED PRIOR TO LOSS OF FREE WATER. 2. THE 4' -WIDE HANDICAP BY-PASS SHALL BE FREE OF OBSTRUCTIONS AND SHALL SLOPE NO MORE THAN 1/4" PER FOOT. 3. DRIVEWAY APPROACH SHALL BE CONCRETE 520-C-2500 UNLES-S OTHERWISE APPROVED BY THE CITY ENGINEER. 4. IN INDUSTRIAL OR COMMERCIAL AREAS WHERE THE REQUIREMENT FOR SIDEWALK HAS BEEN WAIVED, THE 4'-WIDE RANDICAP BY-PASS SHALL BE DELETED. 5. TYPE II APPROACH SHALL BE USED TO FACILITATE INGRESS/EGRESS ON HIGH SPEED/HIGH VOLUME STREETS (35 MPH OR GREATER) WHERE DIRECTED BY THE CITY ENGINEER. CITY OF SAN BERNARDINO/PUBLIC WORKS DEPARTMENT APPROVED 12 2 ,191116 STANDARD COMMERCIAL DRIVEWAY APPROACH 02 Z04N CITY E C E maim Isign. TEXISIING AC PAVEMENT TRENCH AREA - iQ - I TRENCH !WIDTH 0 .. ..� I TRENCH EDGES 000 �E i a . i.s s r�R -IF 4' CR LESS F 3' QR I F4S-�- . i THEN COLD MILL OR GRIND THEN •••••••'•••••••••+•••• 1 EXTHNG AC STRUCTUNRE • • • • s • s • • • • 4 SECTION PER EMOTES: EXISTING AC •.•.a...a•••a•a•s•a•a�tar LWIIN STRUCTURE SECT, 0 0 g ♦...♦r.♦•.a ••.•a..•♦ TYP 95X a PER NOTES CA 9 M•i•••«•••r•••r•••a•• v V w.: ♦ • • ♦ r ♦ a • • • •`s`♦ a a • • • 1 r,s.`-i_#� �. •r•+•••a•a••♦••••••+♦ • • • • • • f • • . rk tx'.':-:3:1- (.YIRB AND GUTTER "t, ;: ,.F-d /y f- MAX TRENCH WIDTH ��.�+�}(�, OR EDGE OF PAVEMENT `rye::. s?i�-. TRENCH EDGE �.. «.;Fr.. 90% 1 I. 6' ANN �'� ';i- a' TYPICAL SECTION PAVEMENT REPLACEMENT LIMITS IP GENERAL RIGHT-OF-WAY TRENCH NOTES: OR AS DIRECTED BY THE ENGINEER -.. C) ASPHALT PATCH THICKNESS SHALL BE 3 INCHES MINIMUM OR 1" GREATER THAN EXISTING AC. WI RCHEVER IS GREATER. TRENCH WIDTH SHALL BE BY SAW CUT ONLY. ASPHALT PATCH MAY BE ELIMINATED OUTSIOE THE ROADWAY PRISM. COLD MILL OR GRAD EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF 0.15' MINN THE TRENCH AREA AND TO AT LEAST 1.0' BEYOND THE EDGES OF THE TRENCH, OR REMOVE FULL DEPTH OF ASPHALT CONCRETE SECTION WITHIN THE SAME LIMITS. MORATORIUM STREETS; WHIN TRW Hi CUTS HAVE BEEN AUTHORIZED FOR NEW S IKtt t OR FULL REHABIITATED STREETS WITHIN THE LAST 5 TEARS, GRINDING SHALL BE EXTENDED TO THE FULL TRAFFIC LANE, FOR STREETS THAT HAVE BEEN SEAL COATED WITHIN THE LAST 3 PR YEARS. THE TRENCH AREA SURFACE SHALL BE SEAL COATED WITH SIMILAR MATERIAL TO THE REST OF THE STREET. ANY TRENCH CUTS WITHIN THE SAME AREA I FSS THAN ONE (1) YEAR OLD ARE CONSIDERED MULTIPLE CUTS. MULTIPLE CUTS WITHIN 100' OF EACH OTHER MADE BY THE SAME ENTITY SHALL BE REQUIRED TO GRIND AND OVERLAY 0.15' FOR THE FULL LANE WIDTH BETWEEN r• CUTS AND INCLUDING THE CUTS. EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C-2500 CONCRETE OF EQUAL THICKNESS COLD JOINT TO COLD JOINT IN ACCORDANCE WITH t2REEMBOCK SECTION 201-L12 AND INSTALLED IN 90 ACCORDANCE WITH STANDARD PLAN 132-1 OF THE AMERICAN PUBUC WORKS ASSOCIATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. ROAD BASE CRUSHED AGGREGATE BASE (GWENEICKIK SECTION 200-2.2) 4 INCHES OR MATCH EXISTING SECTION, VIHICHEVER IS GREATER, 95% DENSITY. PLACED IN MAXIMUM 4 INCH LIFTS. EXISTING CONCRETE ENCOUNTERED BENEATH THE ASPHALT PAVEMENT mo ROADWAY SHALL BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTION 200-2.2) TO A THICKNESS EQUAL TO THAT OF THE CONCRETE REMOVED. 0 TRENCH BACKFILL xFI FCT BACKFILL, 95t DENSITY, PLACED IN 8 INCH LIFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY PRISM. SELECT BACKFILL MAY BE PLACED TO FINISH GRADE AT 90% DENSITY. kw 0 PIPE ZONE; SAND (SE 30) OR GREATER, JETTED, PER SECTION 306-1.3 (GtEENBOOK), OR PLACED MECHANICALLY TO 90X DENSITY. LOCATIONS SHALL BE CLEARLY SHOWN ON THE PLANS MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL. PIPE DIAMETERS. PIPE SHALL BE CENTERED IN THE TRENCH. TRENCH WIDTHS SHALL ALLOW PLACEMENT AND COMPACTION OF BACKFILL MATERIAL. •, 6 MAXIMUM DISTANCE BETWEEN PIPE WALL AND TRENCH WALL SHALL BE 18'. 7 MINIMUM COVER IS REFERENCED TO FUTURE FINISHED FINAL GRADES UNLESS OTHERWISE SHOWN ON PROFILE DRAWINGS (36' MIN). - 0 SUPPORT PIPE WITH SANDBAGS AND SPOT LOAD PIPE AS REQUIRED DURING INSTALLATION OF CLSM IN PIPE ZONE AND PIPE BEDDING AREAS. 0 DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED. 0 ANY TRENCH CUTS WITHIN 4' FROM THE EDGE CF PAVEMENT, LANE LINE, CURB OR GUTTER SHALL HAVE THE PAVEMENT PATCH EXTENDED TO THE EDGE OF PAVEMENT. LANE UNE, CURB OR GUTTER. Wiz, li NO FLOATER LESS THAN 3'-O' ALLOWED. 0 PATCH MATERIAL SHALL BE LIKE IN KIND. 2 UPDATED. MEND It REORAI0 4 cPc 10/14/2008 '- NO -I•, BY D41'B .APPEOV) CITY OF SAN BER.NA.RDINO APPROV' #:. its - - STANDARD DEVELOPMENT.SERVICES--PUBLIC:WWURKSIENGINEERIN(, NO• ` TYPICAL DETAIL 310 Po RESTORATION PERMANENT - SURFACING/TRENCHING OTY ENGINEER IOF1 R/W--.1 fl_PE FEN U :''c•r.. E.!ENT ...___plr•--T1__ '--OR GNAO;NG PLAN t MAX. SLOPE 11- t 1 1 1 HINGE COVER AT TOP Of FRAME �,, -,, INLET PER CASE (.II,DR I!I— I NECTANzI•LAR FRAVE U 1 COYER f�J.l --e R/w UNC� Q�L r , rte,-_.� SEE NOTE 1 I I.:.,.. v.. . 11.... 5.,,,),. p4-4'G.I. PIPCSISEE KITE 61-�' - ,i 1 ' r,:; I ,;,,;,,,/., y �i ) u - ,- * 6-TYPICAL 12 MIN. CLEAR:0:CE--hc �S� ,,,, -Lily-1 WALK(SEE NOTE S) ' /.••,`�e. 11` 1y 6:F-IC/:O GAIN/ ---2'-O' ---, /`\a WIrI rr5..:c(6 C.F.) CASE I INLET •, ' '' •'�- TRANSITION STRUCTURE SECTION• NO.4 BAR M/ //' : I_TOP OF CURB LLNE I /-R/W -1 i FRAS'£ R CRATE. / �T-- -- ) 6---I !–FLOW 6� , I .•E.G. ) , _r._.. --SEE•CUR9 PHOFILES BELO:y • L — * 4 # G, TYPICAL A N +A ►-1 1---2�-0 MIN. - 1 , .71 CASE II INLET PLAN DROP INLET CATCH &ASi. SLCT;C[, R/W 2'-_0- 1 R/W I SEE NOTE 2 7 PARKWAY WIDTH PER IMPROVEMENT PLAN OPEN DITCH PER It'?ROVEMENT CR G/?:DING PLANT , --FINISHED PARKWAY GRADE---7 1AALK d,___,. /T.C. LINE •c—P.C.C.WALK (B-C.F.I-SEE NOTE 5 /! l s ��P.C.C.WALK(6-C.F.1-=EF NOTE S-7 / g �— l C.F. OR BrC.F. TMY 6><6\IO GALV. WIRE fAERIC - �I: I yes N0.4 BAR— N ' /� I CASE III INLE - .:.\-,..• {:-T'....°^ �� GRADED DITCH 5ECTIO: araiiirt- = •----18- _ I � 18 ",-'T.C.LINE SEE INLET DETAILS-, NO.4 BAR�',6 �F j I -, F.l. 4-C.1. PIPE, SEE NOTE 4 ' / P.C.C.CU'_B 8 GUTTER 1 -10--;---1--..,--, x-71 SEE NOTE-9 F SECTION A—A L . 1 r)1 -':�L.) =,'• __LJ NOTES: i CLEAR �4-C.I.P:FE.5--E t:OTE 4 NOTE' APPLIES TO ANY NU•'BER OF PIPES 1.WHEN THE TOE OF SLOPE IS WITHIN THE RN LINE,INLET CASE I BEGINS AT CURB PROFILE THE TOE RATHER THAN AT THE R/W LINE. B'N!.:-:I':. C11',3 FILE 2 FOR OPEN DITCH APPROACH(CASE III INLET),THE EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS MORE THAN �S.M I----5.---; 2'FOM THE RNV LINE. �G-' ;,---T.C.LINE 3 TOP OF INLET STRUCTURE(CASE I AND II)TO BE FLUSH WITH ADJACENT NO.4 BAR--- r6. r I i I F.L.-_T/'. SURFACE WHERE PRACTICABLE. (-j :1 4.CONSTRUCT P.C.C.WALK WHEN SPECIFIED ON PLAN. THE CONTRACT PRICE L.1= 1---- ---i (:-.),(. �-- --� PAID FOR P.C.C.WALK ITEM SHALL INCLUDE WALK CONSTRUCTION IN i CLEAR--I -,-.4-'C.I.PIPES,SEE t:O1 E 4 CONJUNCTION WITH PARKWAY CULVERT. NOTE: APPL ;ES TO ANY NU.'-TR OF Pit r; i�NOrfMal T C IL:,°rr:��•(i� :I•.: -�'.., r;^1 ON I•Ir„1:LE 5.?'N QUALS NUMBER OF PIPES(MAXIMUM OF SIX)AS SPECIFIED ON PLAN. CUF'B PROFILE 6.INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRADING PLAN. 6-NORMAL CUR FACE 7.ANGLE•"a"EQUALS 0 DEGREES UNLESS OTHERWISE SPECIFIED. 8.TYPE,DIMENSIONS,AND ELEVATIONS OF P.C.C.CURB AND GUTTER PER IMPROVEMENT PLAN. CITY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS PARKWAY CULVERT N O. 2 STANDARD PLAN flj � 401 APPROVED" t�,).4Ti-z. /y-� IJ.� C - / / CIT-! wi(_,.; .L..r=rte• OAT( r--Manhole Frame and Cover (Go/v.) i per Alhambra No. /53/or approved i 4 Dowel Anchor . po li`s „i`. : 4 Rodi s`, Anchor-, `/ Radius a 127" • e-Foes Angle .....r soe -t- u--I---I--- - I St. J -- •4"Rodius _.n...:?....; _ f i ■ . Rood I I ----Dowel ,: J'/ • 34 ?. ""�y 1 i d • • Dowel--=, '':•-ProtecfionSa .`S". 4' R:t'{ •__i , See Notes I 6-Q1 s- - 6" 6' -- ---Scoring Line Step.3etNotes ! 1Su arts 1 c`rte- �l :-c. I .M`:� t SeePNotes 1J `` 1 �, V J, 3''2- T tt `r 1 T1_ 1-�� 1 1---Anchor 3"Radius.. A °=;, T ♦, '1 _==� A • Slope to outlet from 011 ill t� � o i Subgrode optional with contractor �. I 1 I 1 SECTION A-A i ' I 1 , 1 I I ` �� i 1 NOTES t � TYP. Connection pipes and outlet pipe maybe placed ' in any position oround the wails. ' 111 Dowel Curvature of the/ip and side orals of gutter I____ opening shall be formed by curved forms. L• 1---1--t--1--- ' ---4"Rodrus Dimensions ..6'.if V is 4=0'or less '"" i=8'i f V is between 4=0"and 8=0- t -/O"ifVis 8'-O"or more vowel Anchor--' urb V=4'-O"unless otherwise noted. ' Floor of basin shall be troweled to a hard smooth surface and shall slope from al/ -•- PLAN directionstothe outlet. Manhole shot/be p/aced along back wall near outlet. Ou//e/pipe oho//be trimmed fry the final shape and length Sefore concrete is poured = Protection bor: Where the curb face is greater STEEL LIST than /0'; install protection bor as shown DESCRIPTION REQ'D on Dwg. No.4!I Steps: If V is 5-6"or less, none required 3 " Bars, 7'-lO" long 3 if Y is 3'-6"to 4'-O; act/ace one step le"above 03 Bars, 3.-//" long 14 floor If V is more than 4'-0"p/ace steps it"apart,w:hi,,op step 6"beiow lop of cover e'3 Bars, 3'-2" long 2 slob. *3 Bars, 2'-//"/ong 6 Surface of all exposed concrete-shot/conform�, in slope gro de,color, finish, and scoring , ;, 3 Bars, P-7"long 3 to existing or proposed curb andsidewo, Face Angle, 8'-0"4 ng / adjacent to the basin. Steps,s4 p/arn,round,ga/ionized Seelide O3 k/a/1 L floor steel rcri�forcing .see avg.No 4408 Dowels See Detail 4 Curb face at catch basin openings snail be fhiof Frame and Cover Set / of the existing curb p/us 4"except as Protection Bor SeeNole sfherwise shown. WO//6 floor steel reinforcing See Note .5t,pports pe: Jwg. No. 410 Galvanized Support / 8" 'e•3 bars 1 90. O.{} 0 A.if s Revised Mute !�' ¢/i► / Revz Rev4eol Notes r'i�', /r- DETAIL OF DOWEL Rig 1 Reused J'to..o6-d No. /1, - Na Rev.stom Approved Pete CITY OF SAN BERNARDINO-pub. WtS5. DEPT. APPROVED SrANPAU r CATCH BASIN � �L!._72 N N 0. 2 CITY ENGINEER 404 L I Vor,obk 0,r K J2l i : r► :J PointX ,-('F. C.F. -- - --- I Flow ------51rGr- at --Equal Curb faces' f « gN 3 4O q t G�� nat See-can �PornFM 3 __ ,-Round off o ��( stoat" •id9 . ----� -� Strai-nt Grade orsee note"f" See note"b'-. r8- (N. 1.18".1.41-see le'b" ; H It w o PLAN SECTION H-H Top of Curb Normal Gutter Line__ ---- -- ---- 1 i2'I Catch Basin „1 variable:. NOTE S Opening ELEVATION a. Local Depression shall be Type! unless otherwise specified on genera/ p/on. TYPE 1 b. Elevations o/outer corners (line of outside edges extended) shown on genera/plan. If no elevations are specified, the outer edge of Loco/ Depression shall conform to finished street surface. c. O.nif s' e' II i"— ,i i ip- d. W L =4 feet unless otherwise spec/tied C.fr"."-Al 1 I 1 I ■ F " 3 feet when a curb face is shown FFl —Ste Gt ' _ ' Equal Curb ' Ste G. Flow at point"X", otherwise F=K a Faces f(= 5 feet unless otherwise specified Ja05�`�� Sir.Gr. "=c`ii ; A Area of Local Depression. Ridge Line-- e. A curb face shown on the general ;,( - pion less than k distance be/ow Straight Grodeorseenolc"f' ==�� basin shot/be applied of point i 1 /e•'` '-See Nole"b" "X"r,,,i//t F. 3 feel. See Note 6 I ie"� f. Special details governing the PLAN construction of this Loco/Depression on vertical curve shown on genera/ plan. y. /r = 3000 p.s.i. at 28 days. Top of Curb-'/" _ I -- II ---- kal Catch Basigy 121 Opening ELEVATION TYPE 2 R..l ev;ed cfon rrt h, No. I Re vrs/oe I App..veal CITY OF' SAN BERNARDINO-P(9LIC WOlbis DEDr. APPROVED STAN914RD b -. ?. -t 972 PLAN LOCAL DEPRESSIONS t cy. r CITY ENGINEER 4 ' • =TES 1. A concrete cellar is required where. the change in grade sYnsads 0.10 fl. per foot. 2. Where pipes of different.diulneterti aro joined rnth a c+onarato collar.4..and r shall be.those of the larger pipe . D . De, or ps eWel►awr is greeter. • • '3 For pipe larger than fi`"o special cellar detail is reg. i e LW 4" 4. Per P+tM si;s net t istad vas next si 3e larger up 60' g' S! ©►r►i f rsinForcin9 on pipes 24"o+u1 %e,. in diorr+ie}er and on ail pi� where angle A 'e lass than ice s ts' f0• G N`►+•ars reinforcing ►4 toques.l t+s d1c�rnesf ar of '�?` 1.5' !O' the circular- ties shall be D4 (td w.►tt tt,iak*tss1,+$c ii0 �'tS 1 (` 7 When D' is equal to or lee than �Z, join irwart's �� (•Zs 11` and where lb. is 9rc ai-er thou 02, loin $offife. 9. Pips may be. corrugated rnetn1 pipe,cor+cret-e pips, or r..inforc.J concrete fa■re.. ` ii 4tst2" L • F Jjt/2 , I`7 t:3:g Concrete Mix M I / ailliilla;IIIIIIII,I41%llkp / ,._ New or Exist, J f lire I / I AleW I / Ars . g° 'p°t 'lit- t r/ 4 A h . 'M"4.IP 12"--- r "6.tt,4 C'►reular Tess I T t/Dw+w/JAvais.�! N.. ,t CITY OF 441 $EINARDINO•Pucx.lc vwct$js DEPr. STANDr4RD CO NCz'rf c ou . 1z, ,►rtl�o >Itp Fes, PIPES 12 11X.4.41:5 41L TMWOLia H GC IMCHiES cm' Eaildhleelt ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL MOUNTED TO SIGNAL POST In ABBREVIATIONS _III_ " 1# '' : II In Avenue mAve I.MIM `�{� r '. ; r Allay =Alley l�� _� Baulevnrd =Blvd Center -Ctr --._. Cede =Cr O X" BORDER. h" FROM CITY LOG Court =Ct ALL EDGES Drive =Dr Highway =Hwy 14" Lane =Ln Place ` " k •J _� BLADE (� � � ! Parkway =Prlcwy 'r I II ' ` Road =Rd (SIGNALIZED) 1 t i 1 it State Route =Rte INTERSECTION 1: n Street =St Trail =Tr CITY LOGO 2" Way =Way ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL -t - BLADE a,= 3/8 INTERSECTION (UNSIGNAUZED) a'Al ;; CITY LOGO )1. BORDER, )11 FROM TOP 7 (\_-. 4,j ! 3)i- _1 :He" DIA & BOTTOM SIGN BADE MOUNTING A' il t ., w 111 HOLE PA t LRN °' f A i; f 1 CITY LOGO 2' 2* 4 NOTE: 24" MIN STREET NAME & NUMBER SHALL 36' MAX OR AS BE CENTERED BOTH VERT & HORIZ APPROVED (WITH 2)'4" CLEAR ON ENDS) ON SIGN BLADE. MIN LETTER SPACING = 75% 8• (F.H.W°A° STANDARD) (9") SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY WITH '4 ''e DOUBLE FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE ` CM) ' : 4 ' SHEETING AND PERIMAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). ar' (14") {18') SIGN BLADE SHALL BE 8 GAUGE (.128) FLAT ALUMINUM ALLOY SINGLE FACED WITH WHITE LEI ItJS & BORDER ON GREEN BACKGROUND. SIGN BLADE SHALL BE FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND PERIMAN OVERLAY. (SEE SHT 4 FOR INSTALLATION). , z : Saderu; illo DETAIL UpDA1ak wow a=wow sro 1ti/e/2CO7 CITY LOGO WO. EtEMEDI BY . DATE APPROVED CITY OF SAN BERNARDINO APPRO D VI 4 STANDARD DEVELOPMENT SERVICES—PUBLIC W'ORKSIEN('INEERING 1 NO. dd STREETNAME SIGN 1 Of 5 ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL cal BLADE I . _ En (UNSIGNAUZED) INTERSECTION 0 V i I a 0 as?tar 1 Ai 0 0 Soolio . ,,, I*t 0A ATTACH SIGN BLADES TO SIGNAL POLE AT 96' FROM SIDEWALK USING I't BRACES WHEN SIGN BLADE IS 36' OR LONGER IN LENGTH. I f \ 0 SIGN-TO-SIGN BRACKET; TELESPAR 514TCF 20O (F OR SIGNS UP TO 18` LG), 1 R E I TELESPAR 120TCX200 (FOR SIGNS OER 18' LG).11 280 WIDE SLOT. VANDAL-PRUF BOLTS 2NVPA12.I ! k.< I I ,/ 0 POST-TO-SIGN BRACKET; SUPR--LOK 2N97 SQX2. ( / i I .28O BOLT %WOE SLOT, VANDAL PRUF S 2NVPA12. L, / c , 0 SIGNPOST; TELESPAR 2' SQ 12 GA. HFI11 TO A 2Y4" SQ x 30' .30 GA. H.D. ANCHOR. 0 : 0 FOUNDATION; PORTLAND CONCRETE CLASS 500-C-2500 MAX SLUMP=5", et ow Q at 03 ® co {_ 43 24" o NOTE; USE ZUMAR INDUSTRIES (OR APPROVED EQUAL). ;, .7 i z DRIVE RIVET .; ANC3♦OR: TELESPAR - � 2 ' SO x 30- H.D. 1 UPDATED.DEVI=it DIEDRAsm STD de t1l, moo? NO. liginalp BY DATE APPROVED CITY OF SAN BERNAIWINO APPROVED WOK aj, 24140 STANDARD `'' DEVELOPMENT'SERVICES--PUBLIC WORKSIEVG/NEERING NO. s • v. STREET NAME SIGN an 504. 2 OF 5 ,. 66- MIN i"t RADIUS mil LOGO Adge WHITE y GREEN ...___.___X SEE DETAIL) g n e [Yi ffi a piir li,-.)T .4" i 1 {. 8. 6. ,• WIDE WHITE 8- B°•• u +MIN BORDER UNE MI NO 'S - ILLUMINATED STREET NAME SIGN DETAIL FOR MAST ARM INSTALLATION NTS ir` t �.g� k 4 t ge 1 1 MO DETAIL CITY LOGO NTS NOTE: 1 . SEE SPECIFIC ENGINEERING PLAN FOR PROPER SIGN NOMENCLATURE. 2. FULL-SIZE LAYOUTS OF EACH SIGN LEGEND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. SEE SHT 1 OF 5 FOR MATERIAL REQUIREMENTS. 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. t UPQA EAND•IIRIM STD a?o t/dl2007 140. ,N BY flATE :APPROVED STANDARD CITY OF SAN BERNARDINO APPROVED A4r. 4, 7 No, DEVELOPMENT SERVICES-PUBLIC WORKSIENGINEERCNG 04 STREET NAME SIGN an 3 5 Of 5 0 CITY STREET SIGN Q s cI w x MEDIUM EXTRUSION (sXO073) 0 3M DOUBLE BACK TAPE V SIGNFIX MOB CHANNEL CLAMP (SX 0222) 0 STEEL BANDING • 0 MAST ARM BRACKET (SA -1000) (SA - 1000 EXTENSIONS) ZAP MANUFACTURING. INC. 11111111111111 , igi 0 VIEW B NTS ■1 I1^� —' 1 ALTERNATE INSTALLATION ON v j '! 1 0 z B W � B te 1s .._'—..,s,` m a I i 1 �J Z r I I l_ _ A SIGNAL POST 0 1 VIEW A MAST ARM u NTS INSTALLATION PREFERRED 1.., QNOTES USE ZAP MANUFACTURING. INC. Ea (OR APPROVED EQUAL) FOR MAST ARM PREFERRED INSTALLATION. FUSE ZUMAR PRODUCTS 0 (OR APPROVED EQUAL) FOR �--� ALTERNATE INSTALLATION. I UP4AIM'i RMSn 1MRIM SID d*c room? NO. WM= HY DAIS CITY OF SAN BERNARDINO APPROVED Ko r. :, �, STANDARD RD MOW NO.DEVELOPMENT SERVICES-PUBLIC WORKS/ENGINEERING r 504 ST� T NAM SIGN aTy 4OF5 H- i I I I BcR I ........ 2' _ - =- - - dOR S COT 7 i SCR r---- CS m •SCR f s. U CD 5 _ - - MINOR- - '_ - STREET-- - - cc r m "T" INTERSECTION "-}-" INTERSECTION "L" INTERSECTION LEGEND DOUBLE SIGNS WITH OR WITHOUT R-1 i SIGNLE SIGN WITH OR WITHOUT R-I NOTE: LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXIMATE. ALTERNATE LOCATIONS TO BE APPROVED BY THE ENGINEER. TYPICAL LOCATIONS: ON OCR OF NE & SW CORNER OF INTERSECTIONS. FOR UNNAMED PRIVATE STREETS. THE WORDS 'PRIVATE STREET" SHALL BE 4" HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET = ARTERIALS MINOR STREET = COLLECTORS & LOCALS 1 UPD*7!A MOW a MUM SW (Pe n(6/2007 BY Djaz AMMO) CITY OF SAN BERNARDINO APPRO ED V 7 STANDARD DEVELOPMENT SERVICES-PUBLIC WORKSIENGINEERING 504 STREET NAME SIGN CM 1 t 2. 5 OF 5 COUNTY OF ORANGE OCPW (RDMD) STANDARD PLAN r 1-6 • A (See note 5) or IA 3/4 " Hole, "N.D.", T Ssee Stiffener equally spaced etail next page Center of hole to be r from O.D. of plate p, RISER C.S.P. 1 1IL DIAMETER GAUGE DI/2 1 18"-27" 16 i. a il Ttitp A 30"-39" 14 42"-48" 12 Di .s- sr-660 10 BOTTOM VIEW TOP PLATE See detail for Locking Devices Elev. A Grading at lips, unless otherwise shown on plan. D, p n" HD" ,1 + 18" 40° 9 2 1 .. 5':,: 24"-27" 30° 12 24° 15 40 le ii t 3.... .... I — 42"-45" 16.5° 22 tr - "y2 " places 48"-51' 14.5° 25 —_ _ _ 54"-57" 13° 28 4 — -aim Standard 60"-63" 11.5° 31 galvanized 66" 10.5° 34 connection ion band. I 1 C.S.P. R.C.P. J -z = I T. -_ I r Slope to j i- drain =� € - II t..•�.■■ ' Dry pock 111/ o, Conc. slab ELEVATION DEVELOPMENT MAMA LI PART6ENT STD. PLAN ApproveC ORANGE COUNTY RESOURCES & DEVELO on 13 5 .�„IOrcNer E�►�► Adoptech Res. 77-92 vi 92 Resed Res. 96-5444 06-016 INLET TYPE V SHT. 1 OF 21 La N A N- a , , Teflon tope ' N- al 2/2-x2/2-x341' rO > , Stl. Dar ttypl _�'i, l 1'/2'xl/2'xl/� arf. Angle ����M 114 .*) /A ' J i / %-x%' Spacer /j 11/v� /2' Allen bolt WW∎N~\X� ∎. HOLD-DOWN I / -Steel Porte DETAIL—PLATE STIFFENER Ring 0.0. >r cr„orn- macs /jam - 8' 8' ve ft' std. pipe or 8' Cont. collar mild€steel bar C.S.P R.C.P. C.S.P. O.D. m •'x2- we OWN 114 .e...• .s. Anvil itati:i 8- ,,....)__.) i tv illitk II c ALTERNATE JUNCTION a otcli op plate 9 NOTES: BOTTOM VIEW I. Riser pipe shall extend to "Elev. A . CAGE RETAINER RING 2. Elevation A, Dl, 02, L,, L2 ore shown on plans. 3. Corrugated steel pipe shall conform to AASHTO M-36. 4. Grote assembly shall be galvanized after fabrication. 5. For D 1=54" and larger, weld 1%2 "x1%2 "x1/4 " angles to plate with i" welds at 6" O.C. 6. n=number of bars on grate assembly. 7. Gauge of pipe for diameter D2 shall be same as for riser. 8. Riser and stub shall be shop fabricated and galvanized after welding. 9. The following shall be stencilled using 2 inch high letters and white point on the top plate of the inlet. NO DUMPING DR ,. I S TO OCEAN ORANGE COUNTY RESOURCES & DEVELOPMENT MANAGE D PARTMENT STD. PLAN Approved Adopteds Res. 77-92 Revise Res. 96-546; 06-810 .1. E neer Revised- i 3 0 5 `INLET TYPE V SHT.2 OF STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANS = w v z \ Z J J v v m E 150 mm E 50 v W ,n I (6-) 6 :ATTER 3:12 - :ATTER 3:12 ci v . SLOPE 8.3% E^ - . _ . O ID - iD to LEVEL . L` ) 25 mm Al-150(6) AND A2-150(6) AND A2-200(8) f Al-200(8) s Z w Z t j J C. re m E D E • m W 150 mm 150mm0 6 6 MI 1 (6") 20 mm (3/4-) R BATTER 3:12 \ BATTER BOTH SiDES 3:12 OPE 2.OX ;,� � • \1 D1-150(6) AND A3-150(6) AND A3-200(8) ' `"m D1-200(8) NOTES: v = 1. THE LAST NUMBER IN THE DESIGNATION IS THE CURB FACE (CF) HEIGHT. mm INCHES). E N -' 01014 x 250 mm le 2. CUTTER NADTH, W. IS 600 mm (24- E v 150 mm , O 1000 mm OC UNLESS OTHERWISE SPECIFIED. ,n LL E (/t4 x 10- • 4' OC) 3. TYPES Al, A2. A3 AND C7 SHA BE E 6 GROUTED IN PLACE CONSTRUCTED FROM PCC. o°Ira BATTER 3:12 4. TYPE 01 CURB SHALL BE CONSTRUCTED u. FROM ASPHALT CONCRETE. v 20 mrn 5. TYPE Cl CURB SHALL BE ANCHORED WITH A111111 1(3/4-) STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 75 mm (3-) % r 6. All EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A 15 mm (1/2 ) RADIUS. 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT - EXACTLY EQUAL VALUES. USE EITHER C1-150(6) AND C1-200(8) METRIC OR ENGLISH VALUES. AS REQUIRED. BUT NOT BOTH. EXCEPT THAT ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PUBLIC WORKS STANEWROS INC, CURB AND GUTTER- BARRIER "' VW 120 - 1 ncv.ttpe USE WITH STANDARD SPECFICAT)OMS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 1 B w W \�.• I A 1- 8.3X 5X+ 1 ' 1 A ifilMEIL A 2 ;41 II R �RlDGE�!— —r,� 0 RoGE,e \ R I a V _�► OW UNE �� kit BC FLOW UNE BC STANDARD APPROACH ANGLED APPROACH I. SEE NOTE 2 dl I 2 1"11.41111111111*4■14Adi. SECTION SECTION A- A B-B W, ft 8' 10' 15' 20' 25' 30' W, mm (2400mm)(3000mm) (4500mm: (6000mm, (7500mm) (9000mm) dl, ft 0.33' 0.42' 0.63' 0.83' 1.04' 1.25' MAX (103 mm) (125 mm 1(188 mm) (250 mm; (313 mm) (375 mml d2, ft 0.17' 0.25' 0.25' 0.25' 0.25' 0.25' MIN (50 mm) (75 mm) (75 mm) (75 mm) (75 mm) (75 mm) NOTES: 1. FOR CASE A, THE RADIUS OF THE CURB RETURN, R. IS EQUAL TO THE PARKWAY WIDTH. 2. ALLEY INTERSECTION SHALL BE PCC, CLASS 520-C--2500 (310-C-17), 6" (150 mm) THICK. CURB SHALL BE INTERGRAL TYPE A . 3. ASTERISKS,', SHOW MAXIMUM GRADES. STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION "'"MINION ""111" ALLEY INTERSECTION STANDARD 13o-2 11114 KV.IMNI,400. USE WITH STANDARD SPECIFICATIONS FOR PUOUC WORKS CONSTRUCt1ON *WET I OF 1 9.LATERAL/CONNECTOR PIPE 4• t. MAIN UNE RCP Q MAIN UNE RCP (100 mm) CONC. PIPE, RCP OR CSP ',r CLASS C I 1 15 mm ICI {. I MORTAR C.,.,� 1 SEE NOTE 4 � �� . l k.... 4 BEDDING OF i` `�� ''+ INLET PIPE l�.;,.'" B 4 • 45' BACKFILL WITH 3'lit' SEE NOTE 6 ii -41 EE ai-c-2-'N �:.G CONP AC SOIL TO g RELATIVE DENSITY ,_. •. 1 . ,,,, REQUIRED BY SPECIFICATIONS :,: :: to. UNDISTURBED EARTH V BEDDING, PER CASE 1 SPECIFICATIONS PLAN CASE 1 SECTION B-B FOR OUTLET SEE STD :7:417 CATCH BASIN PLANS CATCH BASIN FLOOR OA 450-C-2000 I(265--C-14) � ` (tom 1 2 OD MIN CONC ENCASEMENT, -4 SEE NOTE S Q' -4 ,- / CONC PIPE, BACKFILL •'7►� ? � �f� RCP OR CSP 't '� �a -4 BEDDING SEE NOTE 1 2• 15 mm ::••: SEE NO , OD I �L - J B>45' t- CASE 1 CASE 2 SECTION C-C (SEE NOTES 9 & 10) 4• 100 mm ,, E VARIES TO SUIT ? E tt CONDITIONS 1 8 '// CLASS C MORTAR Wean 4 E x 4, s' • STATION t SADDLE SADDLE PLAN CASE 3 SECTION SADDLE CONNECTION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION Z JUNCTI STRUCTU E - PIP TO PIPE STANDARD PLAN limm. "� � 332-2 REV.111118.�„ ID t 24 600 mm USF wire ST SPECW1CA FOR AMC C&S IRUC1ION StgET 1 OF 2 , NOTES CASE 1 AND CASE 2 1. IF ANGLE A IS LESS THAN 45 OR IF D IS LARGER THAN 24" (600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 1/2 THE INSIDE DIAMETER OF THE MAIN UNE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 1" (30 mm) MINIMUM TO 3" (75 mm) MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN UNE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 8. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN UNE EXCAVATED TRENCH. CASE 3 11. CONNECTIONS TO PIPES 21" (525 mm) OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES 1 AND 2. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STIYI M PLAN JUN 4:A1 - PIK TO PI "E 332-2 (I . 4 mm)) SHEET 2 OF 2 CALTRANS STANDARD PLANS • 2010 STANDARD PLAN A20A 8 J. x H tZ ttt a o W W y N n ., -a O x ..,,i_.% 6 l W a Y'Z a I .IC N ° if. a cc Z x o om \' Q = V W m hht W 7. o ,5 W W= W ; a W - WZ. V- .r -`ro F �¢ x.F- — o N S o W Y H d hp:4 J W s ° Y-$ o l la 0 0. a w'.;.k.h W V Jv "Zr oL 4 Z F : °ihi� J j Co"id l'-'.-5 o 4'a ° ° t a IT I- >- -......„, Iral. ....1 „:„......,-, ..\\,. „, 1 r � Z iI' yr ' C tft ° O x M ® -L0 0 > w ! Y C W " ° N 0:0:i W J ¢ O 2 L O J s 6 W ■K < a 1 ® ® J a °¢ 3 K 3 W I w c o r Dia d W c g ¢ W r 6 .%-..% I .%P-.Ye£ F C 0 0 p=p Z Q Y U 3 N ®® y=j U 3 3 3 ~ t U Z N ®® i _ ¢o F w a o 00 ; s F o o o Z ® ® ' ®® < i o o x - �� a N N M W W F r = T a.ta Y Z „ I- w w W w O 0 va - e e ® ® o � G� �® ®®I I® - :1E3 1_10 ®' Y o °■® ® ° - 1' N " 0 C - � ®® ® V �- W o II ° _OO 0 c 0 2 � C 1 _ o o O !O ®® N 0 I -m P 0o ® EI El 7:o o W I z � o' 0 00 i a� r O ®-r -, -� o® m m- ® ® '0 0�p N 1 t Qi 1Q � tQ1 �Ql 11 r r f F W w W 0 o w o o O G c) O w c 0 __ 'T c -to®= o 0 00 0 ° ® f Q _ m0 E ® oq bd 1'43 :1 i Z. :?,,, :--f 16 i .-O J o ' ® '- m � o N ® e 'e = l- O Ind" a Nr t al t a +t at t at I at t at I t t G p O 9 2010 STANDARD PLAN A208 CD a QN_ � .f r� y-z ' =F —op_,t., „. firr 1., .7.i[_ . __., ._s.,04., . ..,,,I 1 _..,.3.__ Ii . a o Pi N S J y a ¢ °ig I: ® ® 1 ' i �� \ is Y o g N:'1 $4 i ® .o g' \I \ W w �z cr a W Et qSh _ cAA a aZ.M m O _ ++ Q ri _ ■ '' ® ®T '_ a '16..'14 I r.0/r Ycl Q i I 47; a W l+1 o J O W U W ° ® '� ® 0-;.—f 1 V1 F 1331115 ON11335H31N1 3NIltl31N33 - a LL i Cr Q ?Pig —O®3i® Q Cr H _ LLo fl ' t + :' F. s z 1 r F w .U_.ZI_A-.D11 -7 iI - N- 0 - 0 J = ' m v O ®::■ ® 0 is ®® ®® V W W ill, ®® ®®ti LL RpLL 7 ® 0 O¢ 30 !!3��0R a a{ 1 Q - O iiz 3i¢ M+ ..el M+ M� �. M+*1_ IA o 0 0-- H ® ®Z a } a 1-W 1- 0 J 0 w ti p p O Z • cr •r 1••: ee-7 ee 0 0 0 H ®® 70 ®i: ®i® ® is' -00 0: :-''' 4::J 00 1011: 0 0 00 3 tn 10..,.Tr.: co N �l ION�Z -1 ION,Z O -+I I IIMIONIZ ®`® ...:..t.:. ® ®® W p W W W . p p p W W �3 O p —� ; s r Z o I' I4 '® W Wa N°® N W W '2, ib O ' c 1 rc J 6 0 J o W c I._g 1® ® �al _ ,Z.F o IX W Q in a l0 1� m U I N N N N N N W N Q Q Q Q } J t J S t 0 Q 0 0 0 0 0 W d' W p 0 10 2010 STANDARD PLAN A20C e' "s�= kI a lErin: ma E m ., .� - m° ° oho CWy g-g oa 5' MS m ^6 a Wo V- -o a � .5 ° y ❑ rLL m .. Lt. w fI,S m o_ - a � , - c GT nu W� <a CI V Wu O u NN ° H V a8 = :c o L_I co Zara Z ` g $ ® '° g' Z m W d II o O j =E1.- ❑ ! _ W t ° >Zr_ a ❑ .. W W as ix 2I 5 r c< H m LL a N _ �co ❑ ' J m p W ❑Z o m ❑.a a ! 1 e,CC I ❑ } m } W < e' o ee of I — I m°f li Z ^t a m Z M I . m—� I ❑ -J} I a m +_1 J —°f °° °t I ❑ + at I I ri o m m ❑ m ❑- -i m 1 m ai 1 i U ° ❑ Q m m r- rn t` r m ❑ M OD M CO Lm J m J J• --• „'4 7 ,. 1-1 p t t D m 1 111 y te t/1 J , 1 i W ...„ tI.sfl Z O Q \_ e? a o Z W be W c w o a Q oio 1r5- t :!7 eJ W _ c g<i s ~ 1 W Q Z W w iA !tJ e \ a ° 11 L+1 ,� I < Q ° 11UU'1 W / o LIJ 11 J e „0 ,9 a T o Q es ct W ',,1 a �\ i W r s o a s ' a W -� _ 4. oa ei w W ~ () oa ti,„,I, W oZ mo °� ;< Q m az it '_'■F4 M �� v „Z wa oa Z WO W J NN w !It w e o c —4—__ ° 11 1 gi 2010 STANDARD PLAN A2OD a 9 t,, ttb i WW N _ 0� ; : N w E _ c ° °2 c sS ii 111;61 o-i 8m 2'-2 +�o 0) —ao a m <W r1 1 +L °4. 7�o7°•n• SO; i `ff �`, i a c o c zFYEO BEee oho° « CC-"It W3 `0 51,4 >< 1 Win W e+•q t+e o g +LELf LSII a I Z i iX \ Z aa1- ^ a 2 N a 2 I- W \ i_ z > o Z As W j > C 1 1 W t: ° a Z - a .c J q ;i cr P w ( a gyW o 2 a T. 1-- - F W S F- < °- Jf ¢ \ \wFWW al+N O i J >,3- I-"'iwh W �`Fh a c L aZ> w j u w� Pi! a¢0 3 U a' U. ¢o —I I-HE —1 h I 1 0_ F- V LL wu < W > a _ u N °°x w w ¢ nL \ LL1 m y aL ogo I us J ¢ g _ i Q c J c+° o°g O o IX W W E+q z ° " > ~ < O op SEC O < ® 'a o ; ¢ H = < q wo E; J v o W °� +gym O ® i zp s z Q ola a a P Fo < ~ o F- -2° go°p O j ® .... O O H tab-.N£ W °E PI ry' Lek' Q ° o$ lI °1 w awe n F- °w ¢ �"' a In :I •s a O a JIi Z ao ~ U ha FcD Q a LL6 ac W T MI J ::j::'/ a I-- Z Z 1a- Z Z H 1- Z V '6y X X tn W cr �� z z 0 Zz ® J rir7r w Z W ER J $ W J C CO i ; i v .Zr . Z / ~ Z ~cr Z . J OD J i J Z o I J Q/ Sf I ' e 1 ;e eP m Z cy~i J a to CO J IW a , CO -'f le 1+1 m 0 �� x m V a ® co co W ;4, j� 1'7 e c.i. f.?, M e e M el- M O .' a J J v .J-. of a a a W a J W W W W W W W C 0 C C 0 o C 12 2010 STANDARD PLAN A24A a 1.2 _ "t - .o-.rz a g r/ C7 g 01 s! � , . p Z 1 IX 8 t < W 0. ,- a o N N o Nn A r-, an o.s i Z CC z ' s $ VW Q in i W w a d I .o-.s r o. ' ......../.S\.... , ..111=x.......1 ...■...1111.\■••• ...aC1.0 EZE 31C 51.. - 1.1 = __ da - Illeireirran N ¢E o. 3....■..■■■.M.2 m .. . . , .... 1111111650111111111111,261111111111 7 <W = a 8 E „ . ....1■.11\i/1i92.• a ......\ /A... o s L ...... ' .. ...\r..... ........\1N.... 6 °-.a I..O-.Z I1ry3I3ird 11111111111111111/1271111111111111 IrM111 a 3 „°-.5 I crir 0 7,..MIZEI.VAsa.a.aa.aaI o C E ■ ■■ ■ ■ ECI1...............� w P � " N '.•'. .■■■ ■ ■.■■■, o : ■ z a €2::- ■e 0■■■■■ < ....\. \\..11...N.. ; 2 o.e ■ ■ ■■■■ ¢ ........\&31........ ° M3t iO ,/103b'O r I �I 3 + r ° 1 1 1 ...►.�aaa Cr 'f' PrIMMILIZZEIEZ' ..��/'.... z.. ..II•I�.. T.Z IC �E C'I 11111riliallall 4: iii! IZ ��u r 1 III1JIIeM o+ E..... d L i.,.... ` Y ='-' !a ~ o °u , 3 o p o r „o-,rz � o Q � E �_ m 0<N 7_ o H 0 W 3 o r t— r °-.eI 1 a r . v, io rn 0 0 a } 13 2010 STANDARD PLAN A24B I- r- 5 d, .A-.YZ v co ti� 1 ii2 11.51"251111111bbk IIIIIIIIIIIi!i4iiiii & Z m -- - oqi ,..°;y 3 0 iiiiii1ig1� 1■■■1959■■■ _ i__ '°D a a of N 1 ! W >" yiyyAa U~ F.Z 6 66 i• T IIIIIIIIIIIIi 1/111111110 ~ 'WW3 ° >O et Cr r as o-,YZ MIMMIREOMMIMIMEMININMEM of E re ; . All f :v IIIIIiiiIIp!! jtIIII �. �- ■■■■■■■■■■■■■i % i■iiiII � o IYZ 1 Iiiih111 er ._ ■ = iii'i%' -=M� { � .� ■._•! E r — b a ,0-,bZ �� I 3 E c w T O L E cr O / N..± "'""-- ' • t -J a b q + d E C W D T 4 - 1— L , S ti pyi �� �W m D % h' O Np I ..0-.Yl -y ..0-.OZ % L r 1 0-.9 `" o ■■O■ ' 4\'M\.■■.%.1►:E�■■■■/GN► ■■1■ OM E\EN.MM■.:1..CMEMM■/I' ■■.■ ; ■M ■.SO\M\EMMEM/MME%.■ ■.■■ o* a 1111 m ■■■EV!1■NNI■EiM.■■■■ 1111 !w = �OMMEEMMEMENE\U■m■■ ■.■■ °° ■■■■ ■ ►LIM■ENNl■\'.\■NC F■■ 11l■ ao ■11■ . `%itUUIl1 �==IIUU: \► ■.5I ■ v o, He 14 2010 STANDARD PLAN A24C . 0 V . I: J N.; o .4 1 g LI „£ £ i9 .L s a 'or 1101•11•111•••••••••=111111•••••••••••••••11 S ZW z . S 1111■■N•■■■•■■• N•■N■■■N■■■■N■N j oJ Pi ■■11 ■ ■nimmuN inummu11■■ 11 N ■ 11■■11 ■■■■ ■■ /ih�ego\N ■11 ■ a Z 60 N E w bra � 11111■ N■ g U UN■U■■■■■■■■•■∎ _-- /M ■■■ z W � n11N M � �-O■ ■■ ■■N° :s"t1 I L7■11■■■■rlZa/■■mFai �v■ ■ U¢ "vi o - LA.I..N■■■►A'.f N■Na� ■ o - ° t 5. ....,...1111^ < t ▪ ■N11■■N■N ILI NNJU■1111■ " W = , 1 e N ■N■u■ ■ ■ ■\ma■%ezimmu ■■_i_ -i 2 J < qp, ■■11•1111•■■■■■•1111■ ■■11■■••••••••••• °� g N ., ■■ ■ ■■milmuu ■ ■ 11N NNN ■N m I a:1.0.k k NUN■ ■■■11N■11 NN ■■N■■ ■■N■ 1172 o > w a ~I P a , „s 1 „6-,£ 1 t' 11111.1111111M1 -7 1 .11C IUIii ' ICI :: 111111.1 1 !'II a m III Lt r - _ I I 1 I I ' .-7 � CO ; i � i z j , I i s El �INI �' �9 9 1! lIIIii 1 1- 1 I I I III ( T 1 NB�a = °l" 1 i I , � I1 I 'I ..9 I 1 -1 i I t BI-1-I�=11\ I ! 1 I r– ME 1I l�M �I N1IM1111IVI1IA i� 11 1 1 i 1 ������■N11 m!` j p X11.1 ' ���=� ,,i 1 a��11N 111 �/��i <^ �I�11��11MII11 fl i , 'KG � �!U1•1V�1� ' �� .. j N_ – - 9 j 1 15 2010 STANDARD PLAN A24D a \ H n 1 s L IN r. � 4 L W O 22 PNP N Ene` .- ° PI W w a 1 e go • • _a Q z Z 8>� • DO u� t B $ is SP-N5. u of 4 '°w Hp « Y ir g c°$ •p4 TO c Ec IN Q 3�b C_° °2 oo E a ?3 x �z w W '.N$„: +� 2:a=.np E oo Q.FW.m $J s,f5 �� U LI ��M C lD _sr;E., g °x O F H x ' Si'Q E i i}f°°8 ± E}° w n n n°N so .1= .. O es. W ccZ ui °L DoE°° E C O ;WW 8 N ¢ G ° l V} V l° F "x8 g z W p W I.=r 5 a Q CN F 3°geE� �:,^'� a. �— -I CS. _-� OJ OPL�� O °t 4 —7-- t N E= ° —�—�� ate— —�_-- ---_—� 4- NI ° ��o f E c x x s 0/ 2 -s ----- ------� II _ N Z co--- au -----' Q �_ --- -- II ---------___= - r� -- - —� :_ - SIN U M II i—rte--\.—r..--- N —A•--s10-►\---- II �0 �. ii 11 _, N II y�y� Ti... ..., • t f4 4- »s-1 I' m___� --_---_-- -- N MEW am } 4- J-11 :-.;f__ ■ C0 E_• N MI ___ »I:I --\ tD II N II I —\\ { - --.II —\�—rte-=— — --= — --- -p .... '11 4- N MEI D —�_Au ii M II Q N CT »s I f T- ` I a I-5 `1 --- — »O 1 1 , _— i:l . ."="— — ��� ∎ N- --- N 2—_ ! I 4- O+M — _--_--- -- Q ■ . = —=--__- =_— 4- = —=__ 11 ,..—•-.•......w.-m, 11 a a / J j IMI—...—X7.14-'''-- a 16 2010 STANDARD PLAN A24E — E a _ �J ` �3ti�03.' 4 a N N N ? w- • . U E 0. C7 Q Iw g a sa ` z A pp ZZ Fes- � < �` i h Q~Z m 4 § E L O° f o C ' i° 2 6 a Q • AA ` EE• a q g Es {off g= 4� W 0140 CFNN-NN ±> kOs t 00 LO <¢ U ce o N> S O}O p� O O 9 EC v� Q p H i Y L$ 3.i,�<W s g °e�:$ $ E yye p,�c a o o �i Z 2;I'e' c<ivaWe 30 °$i° 8 $ 6 o,. 2$= 1°1 ca' & t gV g,ft c 21 C%62 E. 24% w iW o -g VOCE E G� og :O e$C O >CO E8 Egv.! ° g� 2. ; off: Q0 ��,� L 4; EN °3 h t� aii . l l l 9- 0�Vo f E 2, +c is c i�o� O .9 1 J- t° bti - t ,o:E 31 tV .i . 3 N 0 Y l Py- <+ d°4 N 03 20+3 C -°Y ° LL p►A Yli _ — -_- ti o . ° o. "a t°T. ZZggll - N 6 .; -- -, — T N f —_-_,----. N V ----..-_=-- W ___-- N -- _-_— 0 !II ��---�- 4 -- < i wu i L i12 o > Z .ems H 1 „e'l H. -I ° g� J- <T i�—.. W� O .fir.i.-..--..■ N i p� -- sLL J N -.�-ii-I -. I 2 N1 C O d 11 IM �rr�•1 N I- ��lu►%% it K.II■m\•■u.. •%0111'`■M•■■EI/2 N O :iiMMMI MWMMOQIIPIW% + ., WRIM II /UNIMM\=JOM + 1111111rI•111.111.WMMI♦ MI N + Mn•P-_2110.111.11MINNI. 4 2 1 Piii�L•11M■III0r►ll.ilnil Mil�•MM I.11=aL'J�MI MEMMMIII c N N _ _ - + MM��•� -- a- +- MOPMi/ EOM. .11E01 in ZillPP.Mrligl _-----� o=-- ll� - - - II a _ I II ,ME MIMIMIEM NOMMINIMIN 17 2010 STANDARD PLAN A77A1 - N �„]�, �� n 2 t o S 4 Y 1- _ L + v _ w N. o 0 8 (.5 Q � ° a 5 < 0 0 0 0 5 6 n s c n - Z0 A J a °L +q ° 6`o c t`"i°► a o g. o } P o 3¢ I`,,,,,,,... S C t ° < 111:4, L t C o} J Q E P ; ° + °°°g • i o < 0 a _E g°' 40= = 3 < L ° -*EF QWI- 6 i e cn o° n . :°t°L ° Oc'i-` t ° .o ft: oi `f. �.0 0 �l� .-o NNW = O z< p •o ° O_P OPIO - -_` m V O °O OE 0 Zp L z• 81.:§0 p L., g_O O qn } °-6Gtp oo ° O L; + C O• 2W *W }e = QZf O W orz:gg`bl$ R L< Oa $ + oo Cc5~* 0 P at v V °c& *aq }E Z'E C Om Z1 :w$1» + g5 t°g o ” a FP: g = .a €A a ao °= 82 E; 8� as o t} L �� W ! .' ¢ n iii _ an aco _ ac $o o.` rd v i °v tiA =pa t J tav°h F'i i W 0 2 of 8N + °o i }ogxt 5 F.. oo u< 5 �g 8g is ski< a w, Q p0 it i t ! g'^ -571.C 1 2.4 as $utoi Et L, C+Y 15 W W 0 0 0 0 0I ow o ° p° ZI+_ cE oc c _o. o aN °- *r °.d o 0:111.0 4E> °N °° _ _° L° tCOL+ :Cm', „a pp LO C a O. _o° g}i Y -10 +r `o° }o t opo °� Ci3_v! L c oo �' vc p° gf g�C Cco�c LQZ �c VC v°v p v= a� VCCEOO a.- 0v ti �owtn Y T4 :a }5 }at, t 1'•a W LLO L l0 0 OV LA OCOG L LO L. L° l+ OD 00 OL° p WF' Fl°}p On LL} LL° LLO LL� V v00 2 0 F O. LLL oo LL V1 1°i< }} O LL< N L O NO 00 «N ,I. Z N n v Yt .4 h • Oi O N N .D W 2 J m U o w ..+ IJ o ¢ z ''' o F N ITI T Z � J .t,---, / Itili / • Lj c ' - ,\ I J -7- I- 3108 Z Z / l W .> 335 W� U b' [ "P/' "114 .- - \ Z Qt n��lZl —V/ xU0 W O F J x 1W ME g _ >- N W $ �_ w t-a „t+„6Z o z 'W� °N �<ti ¢ ?r U W W � tOv <ZLLZ J�JZ<W mE! ;=¢o,: iii: g -.x a _ .1;„6Z I m:otia ¢ .2z - = , . ' Wa-- NM!'ai I • 'r03L2 i 1 W L oW Q cO JJ t Ot ¢ in V. .J T. } C z W5� <WU° ° ° +8+t} a °p _ ¢ r - Z 02W01 � N O t �� ? \ :vb., (A ZO - = Q '10-0.25 L 00 a.. xa io in Sag 3 i aF N \ ~ oao10 5u duo u E5N m� x x - a.� g n° gn vi ui F Z S WVa.-n d� i' i t v° °o + t: < ':!-3, �1 g F ivl o if 2�o,;t. a°o +o Z � y 7 - E N J = + J 2 —f. : .,. Z S° <u m- °o r � odx i $ 0 aW j LL Q ¢ W fr N ■1•■ i .#,vt. o. + 2 J h ''W D0°0 If} ppJZ b -n WO1 Q . .-0:9,} -J .°a o o mZ <O _ E 2 O0i Q CBV + F.: cV °0°N X a W 1 Q U��^+ =i L+D 0 .. O L V `°1_ WJ - == . W O--I I g T ,9 ..8 , wi r i z J Q N J ¢ 46 2010 STANDARD PLAN A77B1 { gi I' _ N. ' - -1au « $ — CC 4 � a - | ,< 2 0 � i ,;�§ i ■� «■ 4~ ") 7 kk 2 2 9 ■ 4 w 15 !§ | I■ |2 ■2 z ° ` ' b Oa a § m ■z 4 _1 i_ . 4 i® w ■ P , :, --g , ki § 1 « w ' : � | o ,,L,.. ® �� � : _, z w • e�i � w 4-� , r4- ° -J \ ar� � )o / %iv 1 ± e _3 , k 22 'AMMO J� .1 \ \ / \ } \ \ \ ! e- : .... .... » » ..., » f g 111 } � � > ak5,} w in a a& gw = ..s 1\ - lig 48 2010 STANDARD PLAN A77C1 • c - s!! 's° 8 . J y Q a W O` O gm� o .a °as W vi l't x; 413 g °c sF. ss zwYJ U 7 a V H4 da Y o no iii„ O in 66 V g13., W 2 z s g$ I. ¢ n k't O o a(- .- g Z a°In O p Ga 82 8 O ` O o i E,,._c ao na! a m O°o r2 m2' ;,2.1- 0 8D xa : , 0 Is oeg 1- _ o _ o W O GO 6s. pgC c p - F g o F� � ., 4m° F t O F�-0 IL-6 3 N ZZZp rl } kk o O++ ' cr a 3 - ti f o 8 0 J o-s z t iii ill 1 x °I dl 17 e� L dj III z U } -I JO �I G I o _ $ 3 g r „Z-,t - m W Ip 3 , 1 kk-----] E. ,,$). _._ _ . . 1 ._, eL 1-----1 1 .. .., 8 i t, - o ,r H &__J A X• W s g W .m1 ri le r Z z IN , 1 k' l I— i_ o in IA- in . 3 I n _ • - o - V 1 f� - .Z-,t:x Ili I III �� .0 o� III w ,p 49 2010 STANDARD PLAN A77C3 .= � Ci) z - 1" _ « . ` «1- w - / ) § Cr■cia 2 % . = � ^ CICL 4� 4/ K\A: o K\ 4z�2 � \ } a ,= 0_l■tea \ \ .. § \( ■moo/ 2 ®At K — J " « mi.., - ;. I . `'4 Sia ¥:: 2 3 RI M>-w2 2 ai_ w � Z .. , § }§ § � \/ et �2_J 1- o / 6,F': .4 \§7§ w ,- - j I- : § g : § {@ o o Li j to §j j ` ¥§ d § , ∎:IV ) ./ j x: 6 =@ 6i0"1 {§ -B ■ 6§/S Mg iggi ! ., � ) | } - - t22—' Q - _2 q l R a { {E lq�. & G!s f % § z , ` } §z § } { f 1 « 2/ \ '` 2/-- 0 {#�£ !CO�! . o 9 2. / \ REIM 11 .1-1 \« : 2j` �� § (j/3 - j&£.; ! ! ` § ° Ek" § � kz in . —. ° _ _ ■. w .. j :� o q°\ / {n19 AZ ;! 2. i! \ § 4 ; ��z � I -1 \ 82 } / e c a§ � 2e !|! S. % _ kAPI!° h ` §!� �q,2, a 2 1'`L4k ` § 2 2% § k. g ! E' § ,S-6 K !&..9 ■| )\d ° gI§| ; • 51 2010 0 STANDARD PLAN A77C4 / 0 z g , ::° \ | _ Z2"" r''' 4 \ > • ƒ !ƒ / ! ! \ 70-1- 4 « . f | 4�§ 6-11 1 ^ EE F. ! § 1E Z } \ ¥!� ' f� £2 § 2 • Ai, ! WI e $� Q �� �\A| { $ f! $2 �k ;E = 0 ] § k;, ! ! k § ` � � z ; �� ( _ k 4-8 /i ti; ■-0 _\ & - |!{„ ;. !) �| In i a /Pj / ° • . / . -J a k Z! ,!Z| !! =2 <00 - �r. 2t°- �� t !f i{ §k !E. 2"- r |\£ w k'f Di }! }_ 1-4 k / .1.5 ii'''' / _, 2 _w 0 " o §k ®! 0 . !�� 2} ° JI w . °; o 2 ' d z 2 0 \ '-m ; 2 a _- 2§ # 0 z ,i �E _ w AL \ A;; o. �_.∎ ■ 2� �� En -! tX 2 0 52 2010 STANDARD PLAN A77G3 co p. •_s" " � N m m 0 oYi+ a - Q oo ! H W cr. ti °L .,- 8 N3v N L l} Z 2,3`,82:ox L O.- Z m ■ J�H� s T. gW O W 2 w L. 47 N 6 V¢ ma r V s I . s r 34JLLO .x8 g§ g onu O c COL-a_ A1n aW c LL fW o iiQ it q if1;34,;i b F W vFa o cam yn O Ak o V.W 030J ° 4 X uu ' U W F :11C _boxm�x0D o% x � W 0TGu«O ;LL O gO'O 2 w All C X ill Z '40. W Q Q- 21114 LL = r3xJJ P. $i m JN I J 1 i .' .0 vt Q o on o= J{. O{ iitn n ; d - •i�, '; cYa °L �W o a 'AB 1 .no ,- xlrH c Y o J- °0 :".; Q Q W • ■ toell; S w o -ill' o m0—o T ,z _.C 1 bo 63i7C k U. 1E Ji0 1 b /J Q .0-4 '' xm `%- W Lg„o 1_1-0 0 Y J 1 , W ft W i / om oBxorn 1.-,:r16 i 4y o L ° o 1 v s> F o8 LL 'A"2"2:4 oVn V I / Q r / _, ♦_ :4-c71,1.162 112r-::'2 =i�w .:13 w O p a m I/ zr. Q V V1 Iii 1,1 N j ..1 >^ r W Wi.N F g O o o oi. 5 g w ¢n w 6 a. w =.4 N.O pa oD LO wE � L =5 W O =` 'O go LL � wZ1O W .21",-", ,- 02 LO0 C : NG W J Nni ¢W 3W Z� <Z m¢ ' t ° p$+ i+0 o g x G1 0N a .D- `n N. r mzw go po.t CL-2 1b O 0< -xO_ Ow No�- E- :} P L +80 8 �E^o �! i O< �� Eo_m 2 2 ` $$i _+ . 0 +o_/ \ i :L < ,- ° TOO D° ° )n xO G °00 LiC 1 0.0 Ji Tg O °8 a O1I a2 \ Jw i �� - 3+L° pLp Es, °a Nip L~ N.4 O O 5.L6- i ) 6,- o DriW a ° + eo m-e a _C mmV o i ^ W ii W U^ 0 U0 O° L°C1 O M1 t±0 L°'-0. Yn 0.. It¢ . mC 1 LL~ F m- �// 2p L-QL ppO ma p C I 'O-m Fy 04 t 3U y 3Q .. 6LL OO V.m V LO W 1. 5t2 l0 ¢ Lm m LO° C —mI :471 +O t a O0° c. V' .* � 0.O TS'''. m m E 0. O JO 7 °o V • ZN WW 50 a o V0 - ° uo n`.x3 ZQ m y ¢O o % I• on .1172 A owe, 0 °r E O-xC W w og nou °W °g og ¢ .. e- i_. '1;t,i .1-•-:g ;;If '-o +E 'sxi zw~ °n .. `w 3 $. c w - O v4' ! <. JLp3x :vg •iwx Q ton u e■c¢= LLJm LL J? o N ;°" 6 ;n- O -2 W .. 1J O '6 . gi-E Z r o+p .. Z r o+ZZ$ VI" x 0E0 m y }o pNo F W tEZN j W 6Om i W-`dov ° O + u w ♦Z •• U >- pEw \ Oi -+vmi oo �m�158t$ - u 1,==i!-. F-oL+° Eli o o Gi �1;5; • o °I" pU + L m° ,.o-,f 5o CDC c ao v o °°' ogx°w a g o c� �D° cg v° +°x 15D: mE S 2 1 w um ° P gk- )a.g9 a m f �� ..um of n • t o m ° J0 .., LL -: i . I ]+ JOB 1Gp C O )-=L g�O+y°.U° O 15 ) O- '- �v]`V- .. C ''.Z.1 23 o Q L G V D�oo+ :Mill'OPOim N ) W¢ 3 ww ; W~ ..I 2 F nF + C + j.D .W + D 08 .. ¢ O YZ .6 Y1 Sw Z .. OW ; L zliL i } 0 J E i 8d mZ C N O b- 0 <N mN n NN y + Lp6 3000 a+C G m pp ) VV p SN v V.U. �' g Z vU O j V - OmC DTax_j..o y t m0 y mXX) .. N 'N • N WN 0 Q Q! - Oo+U pp 0 0 0 +m 0 p< S� p.', O S = b(Nj'A X XOBV `O jLLLOt..$ U D E+ ] X> GW z °W 1 N 0`15 LxGO{0.j oii v N L° 15 W ¢ o W0 .. N L-....!., •.I �> III���III LO O OV mOCO i U S Fy J n LLo 1 J m I, 3.335 I° °. r.-,3t: °.° +usL : ' � m \gIL�J1I ulna-A' LE CG s°%C o7nu2-m : T W: , I w ,- ya S a %15 LU1O p15C0 + E tm w li p _1_-1\--- .. '. c 6y O�+jG Um m Np 8 J �j Z 4.,- m+pp Nim° Up OOGO O Q E p�O �� �tix�o E-8::° F ga¢.° � ¢ -p W. s �`o Ox%Jp E°+�mcm 0 a FO o Ocxi�pW g Z}LLW ..I N o °a yv n'DSO Opm°gc o w cc° 8<Z - w <Z.JZ - OQ L• 012; . OLLOpO O -- °❑ H wa o c Y � c^ v+ x + �u++mpu L m° O-N-m LL L WUI VS !z,P. 1 :i of J',.; Wt0)E) Q0.)= U-O O ' H 72 2010 STANDARD PLAN A77H1 a c I $ oc',. n al v ■W n $� ° xc�$g° < Zy- .vo_� o qy _ag t os a: rTiaLEE 18 S JaII. Ho F � a°cSgi�, r i¢ aa� .X $`}k �� of f C8!1:a a v6 SOW N 2' u< c oo i= Fi J=d i gg g ��5agf F o 1 W Z LLv F °o�S�ei : o 0 2:a at t e-o2 Z `9 —i' N♦ ••4 ; -=' W g $=< _°nf� r Y o Sr a °-=B L= b N /f v h 141 ME -t o Z aril Z 3 't Z J „O “11 Wg = • - ::'i 1 .n'^ ....a., n g6 i al �N \J\�a8 �x m o J <�- . i Z . c�iW x3 x 4� W< x W O_ F O J N N 6 ppF x W w W b W .Tg 9 J 9.a m r 4' N'< - m iV, J n T�u +� H x a � k N n t a T. uL AE /1 / „6Z f SAN ID w Z° uoZpi uQo in wLL W F 2<F S 3- I Zy U oHZJ 5 � W VIO w� 2� x.1 O i<r0 < w<QL xF Fm J?xx4Fx O` l t °W 2�7 20F Z p W§ ii O I ° 2 WX� _V Wm " Z — ?mw e Q I 1 Pw Ja I << 1 1'74 W F O O 1 I I x n I I H I. 1 - i I 6° mW ,. I „6— 6 I �w v 9-,b gg „S$ZZ o rZ 53 356, >5 f i `a 78 . . . . . . 2010 0 STANDARD PLAN A77H2 . . 9 I ■ « / { \ \ ! \ al P. G ; « ■ — \ I' w m2 ■ \ \ , ; 2k E. »/ aae| ' |% « Ji- \ 3, ■ z / ` . § \ \ | ®0 Z 0 \ !� ■E « 0 z a . -Wk k ` # . ;a e 3A 6 | E 3 | )f I- -; ± , f ' a tE � , Ir 0i;f Z \� j \ } z 'A''' awl IS ,E1/1 -1 \ Z -1 6 � « lo I. !| . 1 — OEM k �- r . — -- A : :g' \ �/ \ \ -, a WM,-. ��/� /\� �� (` ! • \ 7§ § l'v. }; { - \ •MINIM , J ° : ~ \\ w o§ m! t•! 22 2) ., 00\\ ` 79 2010 STANDARD PLAN A77H3 ! \ ■ _ % . . ■ ` , \ � « : J / I� |K 2/ — !! !� § o« / 2I - \|� e- ?mi- �; § n §E �-1 2 f - _\ ��NI §) ] i I I U« � ; } �j"t aj g/i5 a■ g %,t - g ti,., I _ } IC U , 2�2� ,§ «Z Q :{ 2 - %k s E ); o « \ �\ \ \\ . m ) . /� <I/ § . z *� d2 §- I'W ti 11 �� 1 P IN Er !; x w k § ® °E§,i \ ii 3- /fIE \ § \ w / k) ) . k 7 Ni �� 0 Zk - Z r . Ae 3 k ~ i[ - 3 d . = q § ® > . ■- v)§ , _ ! a ~ , k$ :--;.•5 - | , / ] F. .b§ P :<2 2§ ]§§ IL k§ .);2 Ix x 4= . \» , © =� I 1s e a/ 76. �\ ] ,/ ] \\ Cliip 4 80 2010 REVISED STANDARD PLAN RSP P75 r. ,,E W F1 " N � �. N / )1I-=2'� fr z z z z z z z N A o � : F d, N g, d Ww i Vu m . m m ° z °n 8 < 6 W �,, WJ € a w 4 8' V .9 Oci `TS U,- z z z z z z z o m $ ' co z,,, c '5 io _ h h ° K w o r m m e x 0 '1CO 1gm zo 4 is a-i W . zz N a Sh 4 a QK 1P z r n Z v m 7_ m " H '^ re; n L4 v'+ o ;1i g 0,) '',,,".2 o J a. Y : :-'357;' N W o N °n : : °+ ° w m o 0 0 `° u L i h i El r F .6 0 0 0 0 0 0 0 0 0 , w 4 53 0 v� ,..ii i ∎ o 8' 1.::Z L � 81 -u o p 5IC" i . f W> o G ca.( - 1 a � mr w+z 0 ° Z o <. � F• s Q it" / W � ' ._ � N 1. I a F q o __ 0 W a U)4 a _2 !W ' 0 i° 2 n > W LI, ∎S 4 CO< m u J a. K W N m N N Y N F X > W< ° O > in U U U V O 2 . YQ v O w ° .ri F .- , a--W y m ` x x V w O'Z S W 1 W I _i >U ° i :42 ,z',' •, Z 4 W o WK0 - I v u o w v4 Q w L J 6, �L_ N r ~F^VI J 'O 0 z VI W W W z a^ a o Z L --y ° 4F w az o6i o' w o QU c Na `TI. o< U°W > o ,, j ZO LL h° N U< ■ Z _ G H� � t o +¢ ,a / Q O° _ 'p W N A y' W W x' xW .<� �\' .- g Li O LL '° wn w N W 1 W '^c �i Q i ° v W ¢ yZA '- i W E o .Y °o x° rAVZ - ri ∎' <z 4 e.� �- /ut �wz / 'n !2'4' 5 o w i �e�• xI.6:41, 0 " ' i� ,iyA o x v zg z via'. o -r a s mw c ir1� x w'wi' a •�_.7�� s. ■Z ''2"' ,♦ WO O ' , la "i4 =mz tG W w . z pv a �r om -a mw , __,x in . °¢ ___mow w og w ti,m . 0 W x Q Q o wN ` Vyu z ��-�_'-_'> e w a U .°n w \ y V m ww ;-., a ¢ a$l2 ? vc a -° .. w • W cc \ VA'` '6 o a r, Y 1111111 ■ F oa < o g u 6 na Ww 8 Om0 �. Y i + . O- LO 2K e.,- �l O= J1,162 6 O 40 O' , El;mC OJ 4 U mn �L C �1,O V 20 /"' ' gu sown ` rcF i °> I v g oa • t� � c o0 ovpp IppZw- 4 P Oe C 4 Y =W y U Y+ L i E•V LV N W L.- Q W c O4 LL n Ni,4 V° z° 8 ,`1, m w"v+ i +'g - °e i-2+°i 'u' >°iN `° ' w0 Vf �' s >9�N �,, Wr "0 W-__IIO vTUf, o Eli i'v w ww Az Q oW ^ ww Z <o v1, a gz- 0 OL c�E�m og w1, ;_' Z V N -Q N _ __- U O 1,i 0 t p1, .0 O .COL ti .-a. O^O •m W --, W wN < N g ! ____l Z > m Of + + in�O: w �\ > "+ a wm ���17' w �. _°Cp a Lc °c a i 4 lilt; u w °L c � ± E'E'n z ,• m a 1 u c o v pre w kV x . 26 .21; &- go o + wltll E oc u,38 10 WI tto w o o- LL °oivc�ou AA C LL o o 1�� Z ^ N „, Q IA ,; 2010 STANDARD PLAN A88A i. s. 8° + Q o` !G y, o°oo -15 °po o a s i ° 00 pa ....3 a 6 W L F fE =m p a a + Z N n t p u Q' X3,1 ua. pO :-: •-i .2 ES ° u ?-0 C E ro 0i e I p t ' $: °:C f Eo - o°C0; Le _` °gLm o ° 4 io:n L_ L ° t, :°aO• + ° cQ°= g sp a a $p ;° o' $° 0 0 0 a )P 1:2:3 Oo. t' g paL8 ® ® ®0 ® 0 rid E° am c f o oa ° ''t ` o + g0 g °� o+ w o gi EE aLO o°Ea o c pno P ° ' Lua s tpO p°YO °_o C oC ° O - 2 O O8O s tp _ °o t E° y . a- gcc oa 9.ef8 -_ ° ° + 3u + m + FgP pp d ___E <o =. 0 w Z�p -I +'Z H ZU_n . �c y X o <i- s w DI =X ':ft,. : R G 2 a i FZ`Y ' : Ii7� O r °QW 53 W a O_.II .� � Ua. IiEI 4Z z �F I n v° ¢w a i rat arl C" Lai m w z wW ..4 i n IIC' ii ONtld ¢° F! E '. Fo¢ i E55 03 °F o WW dFj t Zm It'- °o�� Xn i -r '.S1 � XDn1 `.: c tz i N 030IAONd!I XtlMSSOaJ - W v ... <w ~ w' wg p n + LL N s q I• �F su l 7 n � 0 ER r..I v J =mLL OH W #4\ gNumnd N= ° I ° N : ° oY a 'il ow" d O O< �G< Y ; O¢ ¢ W ° "EP w W g 3' °° X < WWV F � d < N WO � .5 O;4 W N i n . N A Y 61,--5 2s vs m, .i,,- r i W 3 1 IIBII " xDi, m Q �—.o-.1 I` wm x. 'x7" EE-:; - LL • Oki. �y�, x 0301AONd II 11lYNSSOtlJ °waF- iii`�Mriff x m w y O¢ o LLB¢ 2V < d <UN 9.'7, Ja QWO i j 31/,iV . W� , LL� ; B �� IoW •••o m s N1VM30IS Zi $IJi W° W, Zp°o Q W ¢O. Xm =0 R°� pm p NO LLWN / ut ` Q LLW iV •J/�/�I.' K` ° Q • Z °f' '•Q N. mF O i- O It". (1111 ^-.°a� '-: ;-1 LL •, )-XX '° NM xD�,}}`: `a v3..0U-10 III , ` "=a -qZ® N NI XDn X I ; ::::i � V _°'I X : � V 6 j • -- ill ..'1•'- - xom¢ y°i , \ ill r- N V 0 ° o v 121 2010 STANDARD PLAN D80 t gi Lc, I c a° . O^N ..E � w Y s 0 0� 2.. N'1FJI3H l /r Z c n ILI Q° . o ' °o W8 - -I E pS L �oH ; CC ILI ° iH O cu • + o ?n z Q WV>2 O as• z .' w° _ ? iw E A i W°E v c, Hz N c rg o E =f Z�18 w w N {{ w °_ & o 8 s � 0% c, - O 1 I gvL ec i ` LL J ® i¢ c r• r t 6L ¢v LL i Cl'g - &'°' 1 N Vf J i H'11i013H 11 1 w o F.o _c c . v n ? iF • x W O ^ae ¢ w °°+ + YO O Q L ° 0 uQ 4 p' 02 W°m C C+ 6g + ^ O ° - S V — O VN _ Wit 3o yyyya w g�� m°° $ 4i Si �i lZfYWz 6 < W ill YLLuG t °i + 4 8 N t p V IL2 Z.m N z W 4l� a t C+ C+°°.... 6 0 a +° �f ° — 1 rJ J o txo�'nil; ` v° Cs° CC ° ° m ° 11 I c H'1H013H�1E1F- a o° pnp Iii+ c f A + a O c° R\r'' »»,'S', n l'.."_«'Z �'7m» ^ n , ill LO p000 CCO C °a Y p 88. L L °mm M«»H $ N '00«'fl'�°p»,rig-»� ,,, ' �°'T» �q € 00 g°. p0» m> .r o-1-----'-z.6«- N : 11,247.-,:::,7, ; » n rc>\ u°2 n°- on$i vo' +,-, a N L° O LLL O+ O U L Ii;N»»f:»r ; ^ n wm \ Ns» $ � 101,-az.: °» "$ e n�mqM w O J iF _ C a n om od m m 1 J O mNm ' m 4o�..�m;»«»o. N m\��a,s»N r 1 'il� b M m „°mf-o~»».o -, ,∎ ' .,b ssmor'YSf ^ 1.1..1.14013H E m sr a m R^ .^ ' @ 0,V ,°s°8 Z • `= "_ r r m , off_r»»m ' p ' %.1 ° h o oF°ew:m° m.. 1- - $«:�«:i r. . . w z [ 11 ml Q in 0 3 Z ONJ V S Rz ■ a .r �� :»_ _ » i n I 14.r ' c JNIJYdS:-\'.«I m .. N' 04 »»: » n m N� c »z r s : =_p .gv ism» m R_ om .«S a . ° 9 a , Raw »R --,/,-,; :-.., m 121 m „«»2 Io ca.T - o 4, _ , u .L • 1. `3 r b e»nZ a T X mO. . +» � a 4mS A r ti J 0g a E.a~ N mzy t =n 9 pNN 9»W<4 U ros n• a w s J°s ? s ° o °` in F Rmo .mse- r• m._ —, o»Y .N' n !- - - o«BERM n 1f' U tn r R ° CL Z Y+ N P ^ 1 • W< 9 p W a > a s 1 0 P N °- 1O`o'r'» c n»:« r f : °m 1, : o oy s R .7 o m M ES o • G m.. o -f m If,Q, n ` .---)- rJ v%•--o _ —% -.- r7.tim:^3. . .,,s-' n 7. a I-` - ll I. E1-1 ^ ti^'f r.3i'R g % r :»Z» 7• 4 ., 1 11 _ r-Ei- Z -b- �� O I . RF� 34Yia :Yir• prpn g JmW� 1 °m W UIX 4f 0 ''-1; 12 m Rs4_'" n»A;R E ', w c 32; 1 . tg y ".. a, mz ti. N ~ ° _ � w v'' -w z C f iV RF..�m»ET aoni m - o- SV: ii = v iAti - m"• ES�25LiT we -"N gX ` J< o _ u-ti»i .. �` 1 - o •aa L %$ U I fir II e I w ii tt* ; x0 »u vm� No '. LJ"t 'L- _ �I H ; 9 T p-�NfA mm ,p,, V m Q Q Y � 'a V Z . b<$< W N g. Ot+ t ^ v 9 t c N NN ZV~ 22 U %iS< N a W yS W NW U . 0-1 0-1 • r f i a w r Z W g n J 32 <z W , 2,211"' ...- VZ . _ 2 % .J6 r ° O O . O X ° x3z N wm i f 0 o # 0 ~o w z 0u0 .0!=t1 SNID °03 du1eH Ntl , 172 SCRRA STANDARD PLAN, TRAFFIC CONTROL AND WORK AREA PERMIT REQUIREMENTS igta AN ' W t V OA ? W / W LI r g; m 1 114 Wrii t moo_ nab ♦N~ yoq 6 .y� s r � • 1 ZC1 �$j W aWp YJ Y1 yyyyj ONE N .�yj} T U F 3' ^ O . , IUt < S F�oJ Si p 1 J iP, 9! < 2 ,. ; 4cc U as �Qj �{ <Z °IEfo - a ayl O w} r r�`. # 8 „W „ „ „ ill M QG' < } „Zz0 go� In a U < a Q S O w .„,_. lig4 ( $Q 1514 W oSa .< ■f- - lg�J ty#yia5 z 1 W aia it c- x. ..O n G 4 ti 9 ■ - O t .- ��1. `�0 <4 A lZl.� to . r ri v 6 © (n W UJ W a CVO.t) a-.tZ r (31r9.S) .o-At �g tY `c — QNQ tnr I ^ ..'i)W 2 Z obi IIi O J 1%,,. ♦5 +u tttprrr�+ z o O 4 . N 0 LL LL 0 U a#t 8a ig� 6,.\1H T *i(i \ N J Z 1 of ( - , •• ad) II. ^ .� 41 i FE I oo c W•"-'' t 1 _ci.ii.., .4 Ma WM(30.so.0-.9 4.. . - .- 1..; Avir : a toliti ilai IL'Npr, xvo s .0-.P 42,.._, 1 1 1 1 1 r ct a3 c�a 11l1ltl1�1l� _iv_.------- et — ` ill �I !1l1i1�1 t! a< Ya \ i o mss.. . mpg 4 kto. N laiiii.m.iii, E„ � _'mti _AMUR .0. . . . . w4 tO , _ �: \ 0131!Ni 1 1 �}.:. -11 Ida, 03N 019309 38 01 . -.01�> `1 + `! airs `'-/ ------�... W �, 11 m z a ,,, s 7__!fr 0 ■ F -:-.. . F. '' t 1 P _ • MP MI ; 1 I 1:. i' I i '-.e - 1 a 17 , JI a .7. • x . 1 . tt• _ if" w4 F. W'' °Is- \ o •W S a cep 3t-, aL < 1 I a r y� 3 _rf a $ °� 'w a. 8 X e „ 0 5-0 = u� .- s ,,Ws Jl� d +Z a „ �W i0 I1.3.- , it•a 'v� IS to G r3 7y i n „ A Y9.4) .0-.g z 4! ,_ I mal:rl) .0-.91 ta'�m -i i . eMETROLINK. Southern California Regional Rail Authority 700 Smith Flower Street,2601 Floor Los Angeles,California 900174101 TEMPORARY TRAFFIC CONTROL GUIDELINES FOR HIGHWAY-RAIL GRADE CROSSINGS 1.0 INTRODUCTION 1.1 Purpose The Southern California Regional Rail Authority (SCRRA) is the designated track owner of the Metrolink railroad system under the Code of Federal Regulations(CFR),Title 49,Subtitle B,Chapter II, and part 213. As per these regulations,SCRRA is required to provide minimum safety requirements for railroad tracks that are part of the general railroad system of transportation. As part of these requirements, SCRRA also provides safety services for construction and maintenance activities in the vicinity of highway-rail grade crossings. This includes the review and approval of temporary traffic control measures at or in the vicinity of the crossings. Safe and effective traffic control zone near a highway-rail grade crossing should be an integral and high- priority element of every project from planning through design and construction. Every effort should be made to provide safe conditions for drivers,bicyclists,pedestrians,employees,public,trains and vehicles. Location and duration of temporary traffic control,protection or lack of protection by railroad crossing warning system in both directions,type of rail and highway traffic and flagging can affect the selection of temporary traffic control, signs, signals, markings, lighting devices, barricades,hand signal devices, etc. These variable factors should be carefully studied prior to designing and implementing Temporary Traffic . Control Zones. These guidelines provide acceptable methods of providing temporary traffic.:control measures at the highway-rail grade crossings that enhance the railroad crossing warning system for Road Users and trains. . The primary function of temporary traffic control is to provide for the safe and efficient movement of the roadway users and to provide protection to individuals and equipment within the activity area that has interrupted the normal use of the highway. These guidelines will provide acceptable alternatives and procedures to prescribe the appropriate temporary traffic control measure at highway-rail grade crossings. The information provided in guidelines will be useful to consulting engineers and Public Agencies in planning, deigning and implementing Temporary Traffic Control Zones within or in the vicinity of Metrolink System highway-rail grade crossings. 1.2 Scope These guidelines are requirements for safe traffic conditions at or in the vicinity of highway-rail grade crossings. The requirements are not intended to be a substitute for engineering knowledge,experience or judgment, nor are these guidelines intended to establish a legal standard. It is expected that the railroad professionals and traffic engineers will review other documents for more detailed information. The material presented herein is not intended to serve as a statement of a standard or recommended practice in traffic engineering. SCRRA/Mctrolink Page 1 01/25/06 Temporary Traffic Control Guidelines :•.h i0S40 �• ** 13 Definitions Contractor An individual, firm, partnership, corporation, or combination thereof, private,municipal or public, including joint ventures,who are referred to throughout this document by singular number and masculine gender. Contractor includes any sub-contractor, supplier, agent, or individual entering on or in the vicinity of the highway-rail grade crossings. Intermediate-teen Stationary Work that occupies a location for more than one daylight period up to 3 days,or nighttime work lasting more than 1 hour. Law Enforcement Officer/ A person who provides temporary traffic control for the Road User. Flagger Long-term Stationary Work that occupies a location more than 3 days. Public Agency The federal government and any agencies, departments or subdivisions thereof; the State of California; and any county, city, city and county district,public authority,joint powers agency,municipal corporation,or any other political subdivision or public corporation therein, requesting and sponsoring the temporary traffic control. Road User A vehicle operator, bicyclist, or pedestrian within the highway, including workers in Temporary Traffic Control Zones. SCRRA Railroad Employee A Southern California Regional Rail Authority employee(SCRRA General (SRE) Code of Operating Rules and territory qualified) providing warning to Public Agency or.Contractor personnel of approaching trains or on-track equipment and who has the authority to halt work and to remove personnel from the railroad right-of-way to assure safe work Short Duration Work that occupies a location up to 1 hour. Short-term Stationary Work that occupies a location for more than 1 hour,but less than 12 hours. Traffic Control Devices All signs, signals, markings, and other devices used to regulate, warn, or guide traffic,placed on, over, or adjacent to a street,highway,pedestrian facility,or bicycle path by authority of a Public Agency having jurisdiction. Temporary Traffic An area of a highway where Road User conditions are changed because of a Control Zone work zone or an incident by the use of temporary traffic control devices, Flaggers,police or other authorized officials. 2.0 REFERENCED STANDARDS Temporary traffic control will comply with the current editions of the following referenced standards: • "Manual of Uniform Traffic Control Devices" (MUTCD) published by the U.S. Department of Transportation,Federal Highway Administration(FHWA). • "Work Area Traffic Control Handbook"(WATCH)published by Southern California Chapter of the I SCRRA/Metrolink Page 2 0125/06 Temporary Traffic Control Guidelines American Public Works Association. • "MUTCD 2003 California Supplement" published by the State of California, Department of Transportation(Caftans). • "Temporary Traffic Control Work at or near Grade Crossing", SCRRA engineering standard No. ES2010. 3.0 TRAFFIC CONTROL PLANS The traffic control plan should include the following information: • Any necessary traffic control devices,such as signs,barricades,cones/delineators,flashing arrow signs(arrowboards),changeable message signs(CMS),temporary striping,and k rail • Locations of flaggers; • Existing conditions and facilities such as roadway and lane dimensions, sidewalks, curbs, driveways,medians,parking conditions, existing striping and pavement markings,traffic signals, posted speed limits,and existing signs,as well as track location,right-of-way limits and property lines; • Location,dimensions,and limits of the work area in the public or railroad ROW; • Proposed work hours. The traffic control plan should take into consideration all provisions for adequate clearances, lane closures based on traffic volumes, duration of traffic control, type of traffic affected, time of day, material and technique of repair,inconvenience,delay and accident potentials. Traffic control plans should be signed and stamped by a registered Professional Engineer(civil or traffic)licensed to practice in the State of California Every effort should be made to have in place.emergency traffic escape routes on the downstream side of the highway-rail grade crossing. As many lanes as possible will be provided for traffic movement in each direction. A visit to project site to study traffic conditions, traffic controls, traffic lane requirements, physical features, visibility, bicycle traffic and pedestrian traffic should be considered a part of the traffic control plan. 4.0 SUBMITTALS • Traffic control plans shall be submitted to SCRRA for all activities located within or in the vicinity of highway-rail grade crossings. A written approval of the traffic control plan from SCRRA and appropriate local statutory authority is required prior to initiating any construction activity. It will also be necessary to obtain SCRRA's written approval for any changes in traffic control plan. SCRRA engineering standard No.ES2010,"Temporary Traffic Control Work at or near Grade Crossing" shall be consulted prior to preparing and finalizing traffic control plans. This standard shows a typical application and it should be modified to meet the needs of changing condition in the Temporary Traffic Control Zone. This standard is shown at the end of these guidelines. This standard is also available on our web site at www.metrolinktrains.com, ("About Metrolink", "Public Projects and Contracting Opportunities","Public Projects/Engineering"and"Grade Crossings"). 5.0 TRAFFIC CONTROL ELEMENTS As mentioned earlier in Section 1.1, the location and duration of temporary traffic control, protection or lack of protection by railroad crossing warning system in both directions,type of rail and highway traffic and flagging can affect the design and selection of temporary traffic control plan. These variable factors SCRRA/Metrolink Page 3 01/25/06 Temporary Traffic Control Guidelines should be carefully studied prior to designing and implementing Temporary Traffic Control Zones. The following are our requirements to integrate the various factors affecting the temporary traffic controls at or in the vicinity of highway-rail grade crossings. Refer to a flow chart that provides a quick reference to the relationship between railroad crossing conditions and traffic control requirements. The flow chart is shown at the end of these guidelines. 5.1 Work within Railroad Right-of.Way A SCRRA Railroad Employee and Law Enforcement Officer(s)/Flagger(s)will be present at all times at the crossing if all of the following conditions are met: • Queuing of vehicles across the track(s)can not be avoided. • Highway-rail grade crossing warning signal assembly with flashing-light signals and automatic gates are present in both directions at all times. • The work is of Intermediate-term Stationary,Short-term Stationary,or Short Duration. The highway-rail grade crossing will be completely closed to Road Users if all of the following conditions are met: • The work is of Long-term Stationary duration. The highway-rail grade crossing will be completely closed to Road Users if all of the following conditions are met: • The work is of Intermediate-term Stationary,Short-term Stationary,or Short Duration • Highway-rail grade crossing warning signal assembly with flashing-light signals and automatic gates are not present in both directions at all times. The highway closure should be as illustrated on page 42 "Closing of Local Street" on the WATCH manual and as illustrated on Figure 611-8,page 6H-21, "Road Closure with Off-Site Detour (TA-8)"on the MUTCD. Additional traffic control measures, such as custom advisory signs, temporary•striping, surface mounted channelizers, and other traffic control equipment will be provided for Long-Term Stationary work as required by Public Agencies and SCRRA. Temporary railings (type Is as per Caltrans Plan No.T3 to stop vehicle access across the railroad track(s)will be provided. The temporary railings should be a minimum of ten feet from the nearest rail and should be in addition to the "ROAD CLOSED"signs and barricades. The "DO NOT STOP ON TRACKS" [R8-8 (MUTCD) or R65 (Caltrans)] should be prominently displayed on all approaches to a highway-rail grade crossing within the limits of a Temporary Traffic Control Zone. SCRRA Form No.6 (Right-of-Entry agreement) will be executed and submitted when the construction activity or when Traffic Control Devices are Iocated within the railroad right-of-way. Form No.6 can be accessed through SCRRA's website www.metrolinktrains.com,("About Metrolink","Public Projects and Contracting Opportunities","Public Projects/Engineering"and"Agreements/Forms"). 5.2 Work in the Vicinity of Railroad Right-ofWay A Law Enforcement Officer(s)/Flagger(s) will be provided at the crossing to prevent vehicles from stopping on the track(s)if all of the following conditions are met: SCRRA/Metrolink Page 4 01/25/06 Temporary Traffic Control Guidelines 1 t 1e , .. .., .. . . . . • Highway-rail grade crossing is within or in the vicinity of a Temporary Traffic Control Zone,lane restrictions,flagging,or other operations. • Queuing of vehicles across the track(s)can not be avoided. • Highway-rail grade crossing warning signal assembly with flashing-light signals and automatic gates are present in both directions at all times. A SRE and Law Enforcement Officer(s)/Flagger(s) will be present at the crossing to prevent vehicles from stopping on the track(s)if all of the following conditions are met: • Highway-rail grade crossing is within or in the vicinity of a Temporary Traffic Control Zone,lane restrictions,flagging,or other operations. • Queuing of vehicles across the track(s)can not be avoided. • Highway-rail grade crossing warning signal assembly with flashing-light signals and automatic gates are not present in both directions at all times. • The work is of Intermediate-term Stationary,Short-term Stationary or Short Duration. A Law Enforcement Officer(s)/Flagger(s) will be provided at the crossing to prevent vehicles from stopping on the track(s) and the active highway-rail grade crossing warning signal assembly with flashing-light signals and automatic gates must be temporarily relocated or installed, at Public Agency's cost and expense,if all of the following conditions are met: • Highway-rail grade crossing is within or in the vicinity of a Temporary Traffic Control Zone, lane restrictions,flagging,or other operations. • Queuing of vehicles across the track(s)cannot be avoided. • Highway-rail grade crossing warning signal assembly with flashing-light signals and automatic gates are not present in both directions at all times. • The work is of Long-term Stationary duration. The "DO NOT STOP ON TRACKS" [R8-8 (MUTCD) or R65 (Caltrans)] should be prominently displayed on all approaches to a highway-rail grade crossing within the limits of a Temporary Traffic Control Zone. SCRRA Form No. 5 (Indemnification and Assumption of Liability agreement) will be executed and submitted when highway-rail grade crossings exist within or in the vicinity of a Temporary Traffic Control Zone, lane restrictions, flagging, or other operations and queuing of vehicles across the track(s) cannot be avoided. This form can be accessed through SCRRA's website www.metrolinktrains.com, ("About Metrolink","Public Projects and Contracting Opportunities","Public Projects/Engineering"and "Agreements/Forms"). 6.0 RESPONSIBILITY/AUTHORITY 6.1 Public Agency Traffic control plans and devices are the responsibility of the Public Agency having jurisdiction for guiding Road Users. Temporary traffic control planning and design shall be coordinated with SCRRA since Public Agencies and SCRRA are obligated to coordinate all installation, operation, maintenance, use and protection of grade crossings activities under the California Public Utilities Commission. In order to assure no SCRRA/Metrolink Page 5 01/25/06 Temporary Traffic Control Guidelines I: S:. _.. .. r' ejrli 1-888-44&97444 )M' 1 degradation of the safe operation of grade crossings and to provide safe and efficient movements of trains, vehicles,bicyclists,and pedestrians,SCRRA must approve any and all temporary traffic control plans and devices. The Public Agency shall reimburse SCRRA Sr all cost and expenses related to SCRRA Railroad Employee services. If the Public Agency itself does the construction within or in the vicinity of the highway-rail grade crossings, the Public Agency will be responsible for all the requirements mentioned in Section 6.2. 6.2 Contractor The Contractor shall obtain all necessary permits,provide timely notifications and coordinate the work with all affected Public Agencies. The Contractor shall submit and obtain written approval of the temporary traffic control plans from the Public Agency and SCRRA for all activities located within or in the vicinity of highway-rail grade crossing. The Contractor will submit SCRRA Form No. 5 or Form No.6 prior to any activities at or near highway- rail grade crossings as per requirements shown in Sections 5.1 and 5.2. SCRRA shall be notified in writing at least five working days in advance of any work on the temporary traffic control at the highway- rail grade crossings. The Contractor will train all Flaggers in the proper fundamentals of flagging traffic before being assigned as Flaggers because the Flaggers are responsible for Road Users safety and because they make frequent contact with the public. The temporary traffic control will be. performed as per California State License Board rules and requirements. Temporary Traffic Control Zones will be inspected regularly to check that applicable traffic control signs, signals, markings, lighting devices, barricades are effective, visible,clean, and in compliance with the approved traffic control plan. All temporary traffic control devices will be removed as soon as possible when they are no longer needed. The Contractor shall cancel the temporary traffic control at the highway-rail grade crossing if requested by SCRRA for the conditions mentioned in Section 6.3 below. 6.3 SCRRA SCRRA will review, comment and approve the temporary traffic control plans, SCRRA Form No. 5 or Form No.6 submitted by the Public Agencies or the Contractors. SCRRA will provide the services of SCRRA Railroad Employee,at the Public Agency's or Contractor's cost. SCRRA will ask the Public Agency or the Contractor to cancel the temporary traffic control under any one of the conditions: • The Public Agency or Contractor activity does not meet MUTCD Section 6G-18 requirements, • In the opinion of SCRRA the work interferes with or endangers the movement of Road Users and train traffic, SCRRA/Metrolink Page 6 01/25/06 Temporary Traffic Control Guidelines ; ;,:. • Law Enforcement Officer(s)/Flagger(s)are not present at the highway-rail grade crossing,or • The Flagger qualifications, clothing, hand-signaling devices, Flagger procedures and Flagger stations does not meet the SCRRA,MUTCD,WATCH or Caltrans requirements. If any of the above unsafe conditions exist,the traffic control will be terminated immediately or as soon as practical and work may be resumed at a later date after approval has been granted by SCRRA. 6.4 Law Enforcement OHicer/Fhtgger Flogger qualifications, clothing, hand-signaling devices, Flagger procedures and Flagger stations shall meet the requirements as stated in the MUTCD,WATCH or Caltrans manuals. A Flogger shall provide temporary traffic control,in conjunction with the required traffic control devices, such as warning signs,cones/delineators and barricades.. Flagger should familiarize themselves with the traffic conditions,traffic controls,traffic signals,physical features and visibility prior to performing temporary traffic control duties. Flogger shall prevent vehicles from stopping within the highway-rail grade crossing,considered as being 15 feet on either side of the closest and farthest rail 6.5 SCRRA Railroad Employee A SCRRA Railroad Employee is referred to as providing"Flag"protection against trains. SCRRA Railroad Employee have been trained and qualified in SCRRA's General Code of Operating Rules. SCRRA Railroad Employee will provide selected training,job briefings and flag protection to assure both Public Agency's or Contractor's safe work environment and the safe passage of trains. SCRRA Railroad Employee will provide warning to the Pubic Agency or Contractor personnel of approaching trains or on-track equipment. SCRRA Railroad Employee will conduct job briefing at the start of the job and again as the conditions,job tasks and/or locations change. A job briefing will include information on type of track protection, limits of protection,time limits of the protection,how to clear for trains and responsibility of each employee. SCRRA Railroad Employee has the authority to halt work and to remove personnel from the right-of-way in order to assure safe work. 7.0 PEDESTRIAN AND BICYCLE TRAFFIC Special consideration should be given to pedestrians and bicyclists safety when the work area encroaches upon a sidewalk,walkway,crosswalk,or bikeway within or in the vicinity of a grade crossing. SCRRA/Metrolink Page 7 01/25/06 Temporary Traffic Control Guidelines • ' ►2441011r0 ! }'Nunther 1$88 :`x: iI Y a# I a I V _� ig iie it BEI • o L I � � - 111-1 0 ... o g a 05 til) i III i 4>.` 1 I g n 'ti ZE 1% 1 -- lit flt Z -Q 1 , W • es !g ps xi 11 . 11 1 3 • (2:): :T. • < • ii ,a • • . i !...T_ � i 0 Z e6 i • it 3 1 �• M .� � Vg h • • 1 • I W F ,,, • • � �¢¢a • iN I� e I •• 3a—io V �; I Y t . I E 2 ti Y •• a a.1 ..i I \I 0�• . • I • £ :$ l'' 2:.1A 4 I4�i :3ja •. • ~ ig • • •• I I ( �� i, ti• va\ L_ \ i a� 3 ..�R.3.2.2 �`—� • • WQVmQW2 .ltiWh� II _ j2 2.Y • o -. l • i Sao tn • , • • '1. •ra-4• • _ . • • • .8 9 • T I • • g R ti ,l x 0 • N a� 0 I • .7°MP gi CY • ' i a . �" ••o �' I t IV r. • 6 . y y g �� c _ • ` ; � . I. 1 • 62 fa 1 r a i ! l / t t ea- g- 11 11 � ag S a3 C W N Y 41 $i ,tap s y� $ a s gig 6§ h! 9$a $l ill$"aaSa $ $ $ 141 Y S or Aga, II! 2-'ii •°gyp a' di criiiiiiii lc 111X $ XII o d dl .gel a$ $a 's a - z° Z� gni -k2A l` i Ill a Q `.. .. 8Ea s : Raa $ a � S�tW 4s8sS� gspfr AIR 3 ° ' �_ W la 3.1.t. g.-=o bye g$ 3- r. ma X' R 2 4 2 2 W SZ Eg° .cYi 8fi�d` PA 9 s f Z Wi6 Jill b 5± o z F-Q s- uu'z .11121 s a $ N� N J w s-�$ i�`s = �s a$a� a s if.0, 21Ingillag ages =°i3 .a1i1 -y . :.$ = vftJJJØJJJjq i 1 • U i i1 i 4 i . € g ¢ - 1 . ° Y� s..a f _EJ ga x ! 211 cLY 2 R a . 2 R R jj o a go: !IIi bS ba$ y eb °, g o=° aPaa at` 3 1511 I omsg N g8 - o x tb i :1 -0 s g{. ilil.yso- 1IiI sg 1 r1 i 111 41.2 ib• �Z=W I' 08o °z Ng-I tr $ s g g>ti ly ZWffiRH al V. - IA" 9 1/4et3. c.... — 8Q 'I'a ti W`Z�O a 1. ! a- �r. $g itf w ' �;: L.; a 0 z • it i W>. 4 . _,..." :.,sit 1 _ _ •a 'Y Isel 11:3 Ni Stnath,rtn Gaidotnia R,g,on<il Ralf Author ty TEMPORARY RIGHT-OF-ENTRY AGREEMENT SCRRA FORM NO. 6 SCRRA File No. SCRRA Project/Task No. Subdivision Mile Post Thomas Guide Location This Temporary Right-of-Entry Agreement ("Agreement") is between the Southern California Regional Rail Authority (hereinafter referred to as"SCRRA") and (hereinafter referred to as "Contractor"). This Agreement is for entry upon, over and under SCRRA and Member Agency Right-of-Way ("Right-of-Way") at or near in the City of or in the Unincorporated County of (as such location is more specifically identified above)for the purpose of (as shown on attached drawings). 1. Definitions A. Contractor is an individual, firm, partnership or corporation or combination thereof, private, municipal or public, including joint ventures, which are referred to throughout this document by singular number and masculine gender. For purposes of this agreement, Contractor also includes any subcontractor, supplier, agent or other individual entering the Right-of-Way during performance of work. B. Indemnitees are SCRRA, Member Agencies and Operating Railroad and their respective officers, commissioners, employees, agents, successors and assigns. C. Operating Railroad is/are that specific passenger or freight-related railroad company(s) validly operating on SCRRA and Member Agency track(s). Operating Railroads are any combination(s) of the SCRRA (METROLINK), the National Railroad Passenger Corporation (AMTRAK), the Union Pacific Railroad Company (UPRR) and the BNSF Railway Company. D. Property and Right-of-Way is defined herein to mean the real and/or personal property of SCRRA and/or Member Agencies. E. SCRRA is a five-county joint powers authority, created pursuant to State of California Public Utilities Code Section 130255 and California Government Code Section 6500 et seq., to build and operate the "Metrolink" commuter train system in the five-county area on rail rights-of-ways owned by the Member Agencies. The five-county Member Agencies ("Member Agency") are comprised of the following: Los Angeles County Metropolitan oi 11 SCRRA FORM NO.6 Page 1 of 14 ME IR. LINk.. So uthetn C:ul4vrnu,Rragwnai Ravi Authority Transportation Authority (MTA), Ventura County Transportation Commission (VCTC), Orange County Transportation Authority (OCTA), San Bernardino Associated Governments (SANBAG), and Riverside County Transportation Commission (RCTC). F. SCRRA Employee-In-Charge (EIC) is a Southern California Regional Rail Authority employee or contractor(SCRRA General Code of Operating Rules and Territory Qualified) providing warning to Public Agency or Contractor personnel of approaching trains or on track equipment and who has the authority to halt work and to remove personnel from the Right-of-Way to assure safe work. G. SCRRA Safety Trainer is a qualified SCRRA employee or contracted employee (SCRRA General Code of Operating Rules qualified) as authorized by the SCRRA Director of Engineering and Construction to provide Contractor training. 2. References When working on the Right-of-Way, the Contractor must comply with the rules and regulations contained in the current editions of the following documents which are "references" incorporated in this document as if they were set out in full in this paragraph. The Contractor, by its signature on this Agreement, acknowledges receipt of these documents and agrees to abide by said rules and regulations at all times when on the Right-of-Way. A. Rules and Requirements for Construction on Railway Property, SCRRA Form No. 37. B. General Safety Regulations for Third Party Construction and Utility Workers on SCRRA Property. 3. Entry Onto Right-of-Way No verbal approvals will be granted. The Contractor shall not enter onto the Right-of-Way unless Contractor has arranged for SCRRA safety training as well as protective services (EIC and/or other protective services to be determined by SCRRA) and has paid all charges and fees. A fully executed copy this Form 6 must be in the possession of the contractor at the job site and must be produced by Contractor upon request by SCRRA, a law enforcement officer or Member Agency's representative. If said Agreement is not produced, SCRRA has the right to suspend work in the Right-of-Way until Contractor demonstrates possession of Agreement at the job site. 4. Termination of Agreement SCRRA or Member Agency reserves the right to terminate or revoke this temporary Agreement at any time upon two hours notice; however, in the event of an unsafe condition on the Right-of-Way, SCRRA shall have the right to terminate this Agreement immediately, without any advanced notice. Unless subsequently modified, extended, terminated or revoked by SCRRA, this temporary Agreement shall extend until the work authorized hereunder is completed or accepted by SCRRA. In any event, however, the Agreement shall be automatically terminated if or when the insurance that the Contractor is required to maintain hereunder lapses or expires. The Contractor agrees to return the Property to a condition substantially the same as before construction, including replacement, repair, or reinstallation of railroad signs and property. Railroad signs include but are not limited to "No Trespassing", "Speed Limit", "Milepost", "Whistle", "Station Stop" and "Fiber Optics". The Contractor agrees SCRRA FORM NO.6 Page 2 of 14 Rev:07/20/11 ET1q.DL1Nt�C Southern GetAornta Region&Rai Author4y to notify SCRRA, in writing and orally, when use of the Right-of-Way or work is completed (see Section 18 of this Agreement for SCRRA contact). Under no circumstances shall the temporary right of entry provided for under this Agreement be construed as granting to the Contractor or its Subcontractors and agents any right, title or interest of any kind or character in, on or about any Property. At the request of SCRRA or Member Agency, Contractor shall remove from the Right-of-Way any employee or other individual who has not completed safety training or otherwise fails to conform to the instructions of SCRRA's or Member Agency's representative in connection with work on the Right-of-Way. Any right of Contractor to enter upon the Right-of-Way shall be suspended until such request of SCRRA or Member Agency is met. Contractors shall defend, indemnify and hold harmless SCRRA and Member Agency against any claim arising from the removal of any such employee or other individual from the Right-of-Way. 5. Indemnification Contractor, on behalf of itself and its employees, subcontractors, agents, successors and assigns, agrees to indemnify, defend, by counsel satisfactory to SCRRA and Member Agency, and hold harmless "Indemnitees", and each of them to the maximum extent allowed by law, from and against all loss, liability, claims, demands, suits, liens, claims of lien, damages (including incidental consequential damages), costs and expenses (including, without limitation, any fines, penalties, judgments, actual litigation expenses and experts' and actual attorneys' fees), that are incurred by or asserted against Indemnitees arising out of or connected in any manner with (i) the acts or omissions of the Contractor or its officers, directors, affiliates, subcontractors or agents or anyone directly or indirectly employed by them or for whose acts the foregoing persons are liable (collectively, "Personnel") in connection with or arising from the presence upon or performance of activities by the Contractor or its Personnel with respect to the Right-of-Way, (ii) bodily and/or personal injury or death of any person (including without limitation employees of Indemnitees) or damage to or loss of use of Property resulting from such acts or omissions of the Contractor or its Personnel or (iii) non- performance or breach by Contractor or its Personnel of any term or condition of this Agreement, in each case whether occurring during the term of this Agreement or thereafter. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnitees, unless caused by the sole negligence or willful misconduct of Indemnitees, and is in addition to any other rights or remedies,which Indemnitees may have under the law or under this Agreement. Claims against the Indemnitees by the Contractor or its Personnel shall not limit the Contractor's indemnification obligations hereunder in any way, whether or not such claims against Indemnitees may result in any limitation of the amount or type of damages, compensation or benefits payable by or for the Contractor or its Personnel under workers' compensation acts, disability benefit acts or other employee benefit acts or insurance. The provisions of this section shall survive the termination or expiration of this Agreement. 6. Assumption of Liability To the maximum extent allowed by law, the Contractor releases lndemnitees from and assumes any and all risk of loss, damage or injury of any kind to any person or property, including without limitation, the Property and/or Right-of-Way and any other property of or SCRRA FORM NO.6 Page 3 of 14 Rev:07/20/11 ME-rmDL1N1‹. , Southern C;xalkornua Reiponal Rail Author qty under the control or custody of, the Contractor or its personnel in connection with any acts undertaken under or in connection with this Agreement. The Contractor's assumption of risk shall include, without limitation, loss or damage caused by defects in any structure or improvements (including easement, lease or license agreements for other existing improvements and utilities) on the Right-of-Way, accident or fire or other casualty on the Right- of-Way or electrical discharge, noise or vibration resulting from SCRRA, Member Agency and Operating Railroad transit operations on or near the Right-of-Way and any other persons or companies employed, retained or engaged by SCRRA or Member Agency. The Contractor, on behalf of itself and its Personnel (as defined in Section 5, "Indemnification") as a material part of the consideration for this Agreement, hereby waives all claims and demands against the Indemnitees for any such loss, damage or injury of the Contractor and/or its Personnel. The Contractor waives the benefit of California Civil Code Section 1542, which provides as follows: "A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor." The provisions of this Section shall survive the termination or expiration of this Agreement. 7. Insurance The Contractor, at its sole cost and expense, shall obtain and maintain in full force and effect during the term of this Agreement insurance as required by SCRRA or Member Agency in the amounts, coverage, and terms and conditions specified, and issued by insurance companies as described on Exhibit "A". SCRRA or Member Agency reserve the right, throughout the term of this Agreement, to review and change the amount and type of insurance coverage it requires in connection with this Agreement. Prior to entering the Right-of-Way or performing any work or maintenance on the Right-of-Way, the Contractor shall furnish SCRRA with insurance endorsements or certificates in the form of Exhibit "B", evidencing the existence, amounts and coverage of the insurance and signed by a person authorized by the insurer to bind coverage on its behalf. In most instances, SCRRA and Member Agency do not allow self- insurance; however, if the Contractor can demonstrate assets and retention funds meeting SCRRA and Member Agency self-insurance requirements, SCRRA and Member Agency may in SCRRA's sole and absolute discretion permit the Contractor to self-insure. The right to self- insure with respect to any coverage required hereunder may be granted or revoked at the sole and absolute discretion of SCRRA or any Member Agency. SCRRA or Member Agency shall not be liable for the payment of any premiums or assessments for insurance required to be maintained by the Contractor under this Agreement. Contractor affirms that all subcontractors covered by this Agreement are insured to the same limits required of the Contractor or included in Contractor's policy. Prior to the expiration of any policy, the Contractor shall furnish SCRRA with certificates of renewal or "binders" thereof. Each certificate shall expressly state that such policies shall not be cancelable or otherwise subject to modification except after thirty (30) days prior written notice to SCRRA and Member Agency. 8. No Assignment The Contractor shall not assign this Agreement or any right hereunder without SCRRA's and Member Agency's prior written consent. SCRRA FORM NO.6 Page 4 of 14 Rev:07/20/11 METROL!hi k. Southata California Raga nal Rai Authoi y 9. Compliance by Contractor, The Contractor shall take all steps necessary to assure that its subcontractors comply with the terms and conditions of this Agreement and applicable laws and regulations. The Contractor shall hereunder nde assure that Contractor or placed ny subcontractor, and in the event of such a performance en, Contractor shall hereunder by immediately remove or cause to be removed such lien. 10. Safety Orientation Class The Contractor and his subcontractors shall be required to attend a SCRRA Safety Orientation Class prior to receiving permission to enter the Right-of-Way. The Contractor shall notify SCRRA's contractor for safety and flagging services at 1-877-452-0205 to arrange for third party safety training. Allow 24 to 72 hours from the request for safety training to arrange the training. Upon completion of safety training, the Contractor shall notify SCRRA's contractor at (714) 920-9037 a minimum of fifteen (15)working days prior to beginning work on the Right-of- Way and secure any protection SCRRA deems necessary. This prior notification does not guarantee the availability of on track safety protection for the proposed date of construction. To the full extent of Paragraph 5 above (Indemnification), Contractor agrees to indemnify SCRRA against any and all claims resulting from sickness or any other absence. 11. SCRRA Safety and Protective Services The Contractor must request and arrange for on track safety protection satisfactory to SCRRA in the following circumstances: A. When the Contractor's work activities are within the right-of-way of SCRRA. B. When the Contractor's work activities are located over or under a track or tracks. C. When cranes, pile drivers, drill rigs, concrete pumps, or similar equipment positioned outside of the right-of-way could foul the track in the event of tip-over or other catastrophic occurrence. D. When in the opinion of the SCRRA it is necessary to safeguard the employees, trains, engines and facilities of SCRRA. E. When any excavation is performed below the elevation of the track sub-grade, or track or other railroad facilities may be subject to movement or settlement. F. When work in any way interferes with the safe operation of trains at timetable speeds. G. When any hazard is presented to railway track, communications, signal, electrical, or other facilities either due to persons, material, equipment or blasting in the vicinity. H. When clearing, grubbing, grading, or blasting is in proximity to the right-of-way which, in the opinion of SCRRA or representative of an SCRRA Member Agency, may endanger the right-of-way or operations. I. When street construction and maintenance activities, located within the right-of-way or in the vicinity of the highway-rail grade crossing, requiring temporary work area traffic control, which may affect or create unsafe conditions for employees, public, trains and SCRRA FORM NO.6 Page 5 of 14 Rev:07/20/11 METIZpLINIG :iauth«tn C..aidornrrt Ragronel Rt,A Auth.>r dy vehicles. The Contractor, and his subcontractors, shall complete SCRRA's Safety Orientation Class, as instructed in Item 10. Upon completion individuals will received a safety sticker which shall be adhered to their hardhat while working on railroad Right-of-Way as proof of completion of safety training. 12. Reimbursement of Costs and Expenditures The Contractor agrees to reimburse SCRRA or Member Agency for all cost and expense incurred by SCRRA or Member Agency in connection with said work, including without limitation the expense of engineering plan review, staff costs to process approvals and agreements, safety training, furnishing an SCRRA Railroad Employee and protective services as SCRRA deems necessary. Contractor agrees to reimburse SCRRA for all construction related services including but not limited to installation and removal of falsework beneath tracks, restoration of railroad roadbed and tracks, installation of appropriate protective devices, temporary and permanent repairs of signal or communication equipment, restoration of the Right-of-Way to a condition satisfactory to SCRRA's and Member Agency's representative. The Contractor agrees to reimburse SCRRA or Member Agency actual cost and expense reasonably incurred for all services and work performed in connection with said work, including SCRRA's allocated overhead and fringe benefits. SCRRA will charge the Contractor four hours minimum for the mandatory safety training class and for other services four hours or less in duration. SCRRA will charge the Contractor for eight hours minimum if the Contractor cancels SCRRA services after SCRRA Railroad Employee or SCRRA Safety Training Officer is on site on the day of the appointment. The Contractor also agrees to reimburse SCRRA, Member Agency and/or Operating Railroad for any and all cost and expense incurred as a result of Contractor's work which may result in (i) unscheduled delay to the trains or interference in any manner with the operation of trains, (ii) unscheduled disruption to normal train operation, (iii) unreasonable inconvenience to the public or private user of the system, (iv) loss of revenue and (v) alternative method of transportation for passengers. SCRRA will submit final bills to the Contractor for cost incurred. Prior to commencement of work, the Contractor shall deposit with SCRRA the sum of dollars ($) representing the estimated expense to be incurred by SCRRA and Member Agency in connection with said work. As the work progresses, SCRRA may require additional progress payments as the scope of work changes or becomes clearer. SCRRA may discontinue services to Contractor pending receipt of progress payments. The deposit and progress payments shall be applied to SCRRA's and Member Agency's actual costs and expenditures. The Contractor shall be responsible to pay any amount exceeding the above payments upon receipt of notice or invoice by SCRRA. SCRRA shall exercise its best efforts to provide final invoicing to Contractor within 90 days following completion of the work; however, Contractor acknowledges that it shall be responsible for payment of all expenses incurred by SCRRA and Member Agency in connection with the work even if the final invoicing is provided to Contractor thereafter. Upon satisfactory completion of all work, any payments in excess of SCRRA's and Member Agency's costs and expenditures shall be returned to the Contractor within reasonable time. If there is no amount indicated in the blank space provided above for the deposit to be made by the Contractor, and if prior SCRRA written approval is obtained, in lieu of such deposit, SCRRA FORM NO.6 Page 6 of 14 Rev:07/20/11 ME-T1 c3LINIC� Southern C:oliornla Ragicxtal Had Authorty Contractor shall cause surety bond to be executed by a reliable surety acceptable to SCRRA and Member Agency, conditioned upon the faithful performance of the provisions of this Agreement. 13. Temporary Traffic Control Temporary traffic control shall be used when a maintenance or construction activity is located on the Right-of-Way or when the activity is located in the vicinity of a highway-rail grade crossing, which could result in queuing of vehicles across the railroad tracks. Temporary traffic control will comply with the current editions of the CA MUTCD, WATCH and SCRRA Engineering Standard ES43O1. Refer to SCRRA's "Temporary Traffic Control Guidelines" for further information on definitions, referenced standards, traffic control plans, submittals, traffic control elements and responsibility/authority for temporary traffic control at highway-rail grade crossings. The guidelines provide acceptable alternatives and procedures, which prescribe appropriate temporary traffic control measures at highway-rail grade crossings and are available on the SCRRA website. (http://www.metrolinktrains.com). 14. Environmental Health and Safety Plan Contractor shall immediately notify SCRRA and the appropriate regulatory agency (ies) of any spill, release, discharge or discovery of any hazardous material or contaminants in, on or under the Property. After providing such notice to SCRRA and the appropriate regulatory agency (ies), any contaminated soils or hazardous materials which are spilled, released, discharged or discovered by the Contractor, shall be promptly removed and disposed of by Contractor in accordance with all the applicable laws at Contractor's sole cost and expense. To the extent preexisting contamination or hazardous material, which was not caused or contributed to by Contractor, is discovered or unearthed by Contractor, Contractor shall only be obligated by this provision to removing and disposing of that portion of the contaminated soils or hazardous materials that are unearthed or otherwise disturbed during Contractor's operations. Prior to entry onto the Property, Contractor (s) performing trenching, excavations or soil borings may be required by SCRRA to submit a "Hazardous Materials Work Plan." If required, said plan shall include Contractor's site-specific health and safety plan and any other information that SCRRA may require. Contractor shall ensure that all documentation for transportation or disposal of contaminated soils of hazardous materials is prepared in the Contractor's name only and that neither SCRRA nor Member Agency shall have any responsibility or liability therefor. Contractor shall defend and indemnify SCRRA for any spill, release or discharge of contaminants or hazardous materials by Contractor in connection with activities hereunder in accordance with Section 5 Indemnification (Page 2 of 14) 15. Warranty for Plan Review Review and or approval of the plans and calculations by SCRRA shall not relieve the Contractor of responsibility for full compliance with contract requirements, correctness of design drawings and details, proper fabrication and construction techniques and coordination with other government and private permitting agencies, nor shall such review or approval by SCRRA in any way relieve Contractor from, or otherwise modify, Contractors' indemnity obligations (Section 5) or assumption of liability obligations (Section 6). Execution of this right of entry does plo employees. The parties expressly responsible charge on agree that SCRRA makes no part arranty of any engineering e p y p kind and assumes no responsibility therefore. SCRRA FORM NO.6 Page 7 of 14 Rev:07/20/11 METROLINI<.b Scwth.rn(Rtrfc rrittr R.nc,tivrt d Rad Authorly 16. Miscellaneous Wherever the context of this document so requires, words used in the masculine gender shall include the feminine and neuter genders; words used in the neuter gender shall include the masculine and feminine genders; words in the singular shall include the plural; and words in the plural shall include the singular. 17. Emergency Telephone Numbers The Contractor must immediately contact SCRRA in case of accidents, personal injury, defect in track, bridge or signals or any unusual condition that may affect the safe operation of the railroads. The following are SCRRA's emergency numbers: Signal Emergencies and Grade Crossing Problems (888)446-9721 Metrolink Chief Dispatcher (909) 593-0661 or(888)446-9715 Metrolink Sheriff's Dispatcher (323) 563-5280 or(323)563-5000 Signal and Communications Cable Location (909) 859-4100 or(909) 859-4112 18. Notices Except as otherwise provided in this agreement, all notices, statements, demands, approvals or other communications to be given under or pursuant to this agreement will be in writing, addressed to the parties at their respective addresses as provided below and will be delivered in person or by certified or registered mail, postage paid or by telegraph or cable, charges pre- paid. SCRRA: Assistant Director, Standards and Design Southern California Regional Rail Authority(SCRRA) 279 East Arrow Highway, Suite A San Dimas, California 91773 Attn: Mr. Christos Sourmelis - ROW Encroachments Coordinator E-mail: sourmelisc @scrra.net Office Number: (909) 394-3418 Contractor: Contractor's address is shown on the next page. 19. California Law This agreement shall be construed and interpreted in accordance with and governed by the laws of the State of California. Venue shall be located in courts in Los Angeles County. SCRRA FORM NO.6 Page 8 of 14 Rev:07/20/11 METIROLINK. Southern California Regional Rai Authority SCHEDULE OF FEES NO ITEM AMOUNT DESCRIPTION 1 Plan Review $1,500.00 SCRRA plan review, site visits and correspondence 2 Administration $500.00 SCRRA permit processing; and schedule of flagging & signal location services 3 SCRRA Third Party $500.00 Safety training is provided by SCRRA Contractor or consultant. Safety Training Costs assume the following: Two(2) hours training class and two(2) hours travel time. 4 Signal and $250.00 Signal and Communications location service is provided by Communications Line SCRRA Contractor. locations Costs assume the following: • Signal marking for one location • Travel time • Additional locations are estimated at$175.00 each 5 Flagging $1,200.00 Railroad flagging is provided by SCRRA Contractor or Per day consultant. Costs assume the following: • Eight (8) hours of EIC Railroad Protection; 2.5 hours of preparation, set-up, and flag take down if Form B is used. • Vehicle costs • Management oversight 6 Inspection $1,250.00 Railroad inspection is provided by SCRRA Contractor or Per day consultant. Costs assume one days of inspection including travel time, vehicle costs. 7 Major Construction $10,000.00 Roadway alterations Type I The deposits are estimates for initial reviews. These costs do not include inspection, construction, material or reviews by SCRRA Consultants. Costs may vary depending on the complexity of the project. 8 Major Construction $25,000.00 Roadway/bridge widening/bike trails Type II The deposits are estimates for initial reviews. These costs do not include inspection, construction, material or reviews by SCRRA Consultants. Costs may vary depending on the complexity of the project. 9 Major Construction $50,000.00 Grade separations Type III The deposits are estimates for initial reviews. These costs do not include inspection, construction, material or reviews by SCRRA Consultants. Costs may vary depending on the complexity of the project. The local agency or contractor shall reimburse SCRRA the actual cost and expense incurred by SCRRA and its contractors and consultants for all services and work performed in connection with the request, including an allocated overhead representing SCRRA's costs for administration and management. Page Schedule of Fees Pa e 1 of 1 Revised: 07.20.11 METROLINI<. Southern California Regional Rai Authority INDEMNIFICATION and • ASSUMPTION OF LIABILITY AGREEMENT SCRRA FORM NO. 5 SCRRA File No. SCRRA Project/Task No. Subdivision Mile Post Thomas Guide Page The Contractor, hereby requests permission to encroach onto the Southern California Regional Rail Authority(SCRRA)and Member Agency Right-of-Way. • Location of Work: • Purpose/Description: 1. Definitions A. Contractor is an individual, firm, partnership or corporation, or combination thereof, private, municipal or public, including joint ventures, which are referred to throughout this document by singular number and masculine gender. For purposes of this agreement, Contractor also includes any subcontractor, supplier, agent or other individual entering the Right-of-Way during performance of work. B. Indemnitees are SCRRA, Member Agencies, and Operating Railroad, and their respective officers, commissioners, employees, agents, successors and assigns. C. Operating Railroad is/are that specific passenger or freight-related railroad company(s) validly operating on SCRRA and Member Agency track(s). Operating Railroads are any combination(s) of the National Railroad Passenger Corporation, (AMTRAK) the Union Pacific Railroad Company, (UPRR) and the BNSF Railway Corporation. (BNSF) D. Property and Right-of-Way is defined herein to mean the real and/or personal property of SCRRA and/or Member Agencies. E. SCRRA is a five-county joint powers authority, created pursuant to State of California Public Utilities Code Section 130255 and California Government Code Section 6500 et seq., to build and operate the "Metrolink" commuter train system in the five-county area on rail rights-of-ways owned by the Member Agencies. The five-county Member Agencies are comprised of the following: Los Angeles County Metropolitan Transportation Authority (MTA), Ventura County Transportation Commission (VCTC), Orange County Transportation Authority (OCTA), San Bernardino Associated Governments (SANBAG), and Riverside County Transportation Commission (RCTC). SCRRA Form 5 Page 1 of 6 Rev.07/20/11 METROLINK. -s, Southern California Regional Rai Authordy F. SCRRA Employee-In-Charge (EIC) is a Southern California Regional Rail Authority employee or contractor(SCRRA General Code of Operating Rules and Territory Qualified) providing warning to Public Agency or Contractor personnel of approaching trains or on track equipment and who has the authority to halt work and to remove personnel from the Right-of-Way to assure safe work. G. SCRRA Safety Trainer is a qualified SCRRA employee or contracted employee (SCRRA General Code of Operating Rules qualified) as authorized by the SCRRA Director of Engineering and Construction to provide Contractor training. 2. Entry Onto Right-of-Wav No verbal approvals will be granted. A fully executed copy of this Form 5 must be in the possession of the Contractor at the encroachment site and must be produced upon request by SCRRA or Member Agency's representative. If said Agreement is not produced, SCRRA has the right to delay access to the Property until the Contractor demonstrates possession of the Form 5. SCRRA EIC must be present whenever the Contractor enters into the Right-of-Way. SCRRA will also provide additional personnel and equipment for protection deemed necessary by SCRRA. SCRRA may authorize encroachment onto the Property without presence of an SRE depending on the nature and location of the encroachment. SCRRA involvement in providing positive protection shall not relieve the Contractor from its complete responsibility for the adequacy and safety of its operation. The Contractor shall furnish information so that SCRRA can take all precautionary safety measures. If, for any reason, it is necessary to change the time and/or date when encroachment is required, the Contractor shall contact SCRRA's ROW Encroachments Administrator (See SCRRA Contact on Page 4) and not enter the property until it has been approved in writing and appropriate safety protection can be rescheduled. 3. Termination of Agreement SCRRA or Member Agency reserves the right to terminate or revoke this Agreement at any time upon two hours notice; however, in the event of an unsafe condition on the Right-of-Way, SCRRA shall have the right to terminate this Agreement immediately, without any advanced notice. Unless subsequently modified, extended, terminated or revoked by SCRRA, this temporary Agreement shall extend until the work authorized hereunder is completed or accepted by SCRRA. The Contractor agrees to notify SCRRA, in writing and orally, when work is completed. (See SCRRA contact on Page 4) At the request of SCRRA or Member Agency, Contractor shall remove from the Right-of-Way any employee or other individual who fails to conform to the instructions of SCRRA's or Member Agency's representative. Any right of Contractor to cross the Right-of-Way shall be suspended until such request of SCRRA or Member Agency is met. Contractors shall defend, indemnify and hold harmless SCRRA and Member Agency against any claim arising from the removal of any such employee or other individual from the Right-of-Way. 4. Indemnification Contractor, on behalf of itself and its employees, subcontractors, agents, successors, and assigns, agrees to indemnify, defend, by counsel satisfactory to SCRRA and Member Agency, and hold harmless "Indemnitees", and each of them to the maximum extent allowed by law, from and against all loss, liability, claims, demands, suits, liens, claims of lien, damages (including incidental consequential damages), costs and expenses (including, without limitation, any fines, penalties, judgments, actual litigation expenses, and experts' and actual SCRRA Form 5 Page 2 of 6 Rev.07/20/11 METROLINK. ,. Southern CaIAornia Regional Rai Authority attorneys' fees), that are incurred by or asserted against Indemnitees arising out of or connected in any manner with (i) the acts or omissions of the Contractor, or its officers, directors, affiliates, subcontractors or agents or anyone directly or indirectly employed by them or for whose acts the foregoing persons are liable (collectively, "Personnel") in connection with or arising from the presence upon or performance of activities by the Contractor or its Personnel with respect to the Right-of-Way, (ii) bodily and/or personal injury or death of any person (including without limitation employees of Indemnitees) or damage to or loss of use of Property resulting from such acts or omissions of the Contractor or its Personnel, or (iii) non- performance or breach by Contractor or its Personnel of any term or condition of this Agreement, in each case whether occurring during the term of this Agreement or thereafter. The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative,joint, concurring or comparative) on the part of Indemnitees, unless caused by the sole negligence or willful misconduct of Indemnitees, and is in addition to any other rights or remedies, which Indemnitees may have under the law or under this Agreement. Claims against the Indemnitees by the Contractor or its Personnel shall not limit the Contractor's indemnification obligations hereunder in any way, whether or not such claims against Indemnitees may result in any limitation of the amount or type of damages, compensation, or benefits payable by or for the Contractor or its Personnel under workers' compensation acts, disability benefit acts or other employee benefit acts or insurance. The provisions of this section shall survive the termination or expiration of the Agreement. 5. Assumption of Liability To the maximum extent allowed by law, the Contractor releases Indemnitees from and assumes any and all risk of loss, damage or injury of any kind to any person or property, including without limitation, the Property and/or Right-of-Way and any other property of, or under the control or custody of, the Contractor or its personnel in connection with any acts undertaken under or in connection with this Agreement. The Contractor's assumption of risk shall include, without limitation, loss or damage caused by defects in any structure or improvements (including easement, lease or license agreements for other existing improvements and utilities) on the Right-of-Way, accident or fire or other casualty on the Right- of-Way, or electrical discharge, noise or vibration resulting from SCRRA, Member Agency, and Operating Railroad transit operations on or near the Right-of-Way and any other persons or companies employed, retained or engaged by SCRRA or Member Agency. The Contractor, on behalf of itself and its Personnel (as defined in Section 4, "Indemnification") as a material part of the consideration for this Agreement, hereby waives all claims and demands against the Indemnitees for any such loss, damage or injury of the Contractor and/or its Personnel. The Contractor waives the benefit of California Civil Code Section 1542, which provides as follows: "A general release does not extend to claims which the creditor does not know or suspect to exist in his favor at the time of executing the release, which if known by him must have materially affected his settlement with the debtor." The provisions of this Section shall survive the termination or expiration of this Agreement. 6. Reimbursement of Costs and Expenditures The Contractor agrees to reimburse SCRRA or Member Agency actual cost and expense reasonably incurred for all services and work performed in connection with said work, including SCRRA Form 5 Page 3 of 6 Rev.07/20/11 METI cJLINIC� . -... - Sout n.rir C&tIt')rrrtar Regor.al Had Au(tw:n ny The Contractor hereby agrees to the terms as set forth in this Agreement and hereby acknowledges receipt of this Agreement and of the insurance certificate forms(Exhibits A& B) herein provided. (Name of Contractor) (Signature) (Address) (Print Name) (Title) (Telephone) (Contractor's State License No.) (Fax) (Email) Receipt of the foregoing agreement and certificated of insurance furnished by the Contractor are hereby acknowledged on this day of 20 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY By: ROW Encroachments Coordinator By: Assistant Director, Standards and Design [Approved As To Form By Legal Counsel] SCRRA FORM NO.6 Page 9 of 14 Rev:07/20/11 METI.OLINK.. s.- S.xrth.irri C4zilko.na R.,gror,al Hatt Autt ay EXHIBIT"A" INSURANCE REQUIREMENTS FOR RIGHT OF ENTRY AGREEMENTS Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to Property, which may arise from or in connection with the performance of the work by the Contractor, his agents, representatives, employees or subcontractors. 1. Minimum Scope of Insurance Coverage shall be at least as broad as: 0 Insurance Services Office Commercial General Liability coverage(occurrence form CG 0001). 0 Insurance Services Office form No. CA 0001 (Ed. 1/87)covering Auto. Liability, code 1(any auto). 0 Worker's Compensation insurance as required by the State of CA. & Employer's Liability Insurance. ❑ Course of Construction insurance form providing coverage for"all risks"of loss. ❑ Property insurance against all risks of loss to any tenant improvements or betterment. ❑ Contractor's Pollution Liability 2. Minimum Limits of Insurance Contractor shall maintain limits no less than: © General Liability: $2,000,000 per occurrence for bodily injury, personal injury and Property damage. © If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. 0 Automobile Liability: $1,000,000 per accident for bodily injury and Property damage. 0 Employer's Liability: $1,000,000 per accident for bodily injury or disease. ❑ Course of Construction: Completed value of the project. ❑ Property Insurance: Full replacement cost with no coinsurance penalty provision. ❑ Contractor's Pollution Liability: $1,000,000 per occurrence/$2,000,000 annual aggregate 3. Certificate Holder/Additional Insured Certificate holder and/or insured will be the following: Southern California Regional Rail Authority(SCRRA) Additionally Insured will be the following: Los Angeles County Metropolitan Trans.Auth. (MTA) Burlington Northern Santa Fe Corp.(BNSF) Orange County Transportation Authority(OCTA) Union Pacific Railroad Company(UPRR) Riverside County Transportation Commission(RCTC) National Railroad Passenger Corp. (AMTRAK) San Bernardino Associated Government(SANBAG) Ventura County Transportation Commission(VCTC) 4. Railroad Protective Liability Insurance © Railroad Protective Liability Insurance The Contractor shall provide, with respect to the operations they or any of their subcontractors perform on the Property, Railroad Protective Liability Insurance, AAR-AASHTO (ISO/RIMA) in the name of the railroads and Member Agencies shown in Section 3 above. The policy shall have limits of liability of not less than $2 million per occurrence, combined SCRRA FORM NO.6 Page 10 of 14 Rev:07/20/11 ME rF DL,.INIG.� Southssrn Cealdocroo R.atitonal Rad Authordy single limit, for coverage and for losses arising out of injury to or death of all persons and for physical loss or damage to or destruction of Property, including the loss of use thereof. A $6 million annual aggregate shall apply. If coverage is provided on the London claims-made form, the following provisions shall apply: A. The limits of liability shall be not less than $3 million per occurrence, combined single limit. A$9 million aggregate may apply. B. Declarations item 6, extended claims made date, shall allow an extended claims made period no shorter than the length of the original policy period plus one year. C. If equivalent or better, wording is not contained in the policy form, the following endorsement must be included: It is agreed that "physical damage to Property" means direct and accidental loss of or damage to rolling stock and their contents, mechanical construction equipment or motive power equipment, railroad tracks, roadbed, catenaries, signals, bridges or buildings. For certain low-hazard activity, Contractor may request that the SCRRA and Member Agency waive the requirement to provide the Railroad Protective Liability Insurance. If the exposure to the track is physically separated by a building, floor or a continuous fence (no thoroughfares) and the employees of the Contractor are explicitly notified that they are not permitted to have any contact with the track, the Railroad Protective Liability Insurance requirement may be waived by SCRRA's Manager Public Projects or his/her designated representative. 5. Deductibles and Self-Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by SCRRA and Member Agency. At the option of SCRRA, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects SCRRA and Member Agency, its officials and employees or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. 6. Other Insurance Provisions The General Liability and Automobile Liability policies are to contain, or be endorsed to contain, the following provisions: A. SCRRA and Member Agency, its subsidiaries, officials and employees are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor; premises owned, occupied or used by the Contractor, or automobiles owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to SCRRA and Member Agency, its subsidiaries, officials and employees. B. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects SCRRA and Member Agency, its subsidiaries, officials and employees. Any insurance or self-insurance maintained by SCRRA and Member Agency, its subsidiaries, officials and employees shall be excess of the Contractor's insurance and shall not contribute with it. C. Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to SCRRA and Member Agency, its SCRRA FORM NO.6 Page 11 of 14 Rev:07/20/11 Southern Gatdorr»a R•rgrm741 Rad Authordy subsidiaries, officials and employees. D. The Contractor insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. E. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to SCRRA and/or Member Agency. Course of Construction policies shall contain the following provisions: A. SCRRA and Member Agency shall be named as loss payee. B. The insurer shall waive all rights subrogation against SCRRA and Member Agency. 7. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII, unless otherwise approved by SCRRA and Member Agency. 8. Verification of Coverage Contractor shall furnish SCRRA with original endorsements effecting coverage required by this clause. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. The endorsements are to be on forms provided by SCRRA. All endorsements are to be received and approved by SCRRA before work commences. As an alternative to SCRRA's forms, the Contractor's insurer may provide complete, certified copies of all required insurance policies, including endorsements effecting the coverage required by these specifications. 9. Subcontractors Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. 10. Train Services Approximate daily train traffic is passenger trains and freight trains. 11. Submittal The original insurance policy (s) shall be submitted to: Assistant Director, Standards and Design Southern California Regional Rail Authority(SCRRA) 279 East Arrow Highway, Suite A San Dimas, California 91773 Attn: Mr. Christos Sourmelis - ROW Encroachments Coordinator E-mail: sourmelisc @scrra.net Office Number: (909) 394-3418 SCRRA FORM NO.6 Page 12 of 14 Rev:07/20/11 METI CIL.INIK., S xithkrn Claa74cxnia Rrgwnal Rai Autl■or ay EXHIBIT"B" RAILROAD PROTECTIVE LIABILITY POLICY DECLARATION POLICY Insurance Company: Policy Number: From: To: Policy Period: 12:01am Standard time at location CERTIFICATE HOLDER AND ADDITIONALLY INSURE Certificate Holder/Insured: Southern California Regional Rail Authority(SCRRA) 279 E.Arrow Highway, Suite A,San Dimas,CA 91773 Additionally Insured: Los Angeles County Metropolitan Transportation Authority(MTA) Burlington Northern Santa Fe Corporation(BNSF) Orange County Transportation Authority(OCTA) Union Pacific Railroad Company(UPRR) Riverside County Transportation Commission(RCTC) National Railroad Passenger Corp.(AMTRAK) San Bernardino Associated Governments(SANBAG) Ventura County Transportation Commission(VCTC) LIMITS OF INSURANCE Aggregate Limit $6,000,000 Each Occurrence Limit $2,000,000 DESCRIPTION OF WORK AND JOB LOCATION(S) NAME AND ADDRESS OF DESIGNATED CONTRACTOR NAME AND ADDRESS OF INVOLVED GOVERNMENT AUTHORITY OR OTHER CONTRACTING PARTY PREMIUM Contract Cost Advance Premium Premium Base Rate per 1,000 of FORM OF ENDORSEMENT Number Title COUNTERSIGNATURE Countersigned by Date (Authorized Representative) SCRRA FORM NO.6 Page 13 of 14 Rev:07/20/11 M ET-IR.O L 1 N hrt ti Cal dcxnta R«riturtal Rail Auto of ay EXHIBIT"B CERTIFICATE OF INSURANCE Southern California Regional Rag Authority(SCRRA) ISSUE DATE(MM/DD/YY) PRODUCER THIS CERTIFICATE OF INSURANCE IS NOT AN INSURANCE POLICY AND DOES NOT AMEND,EXTEND OR ALTER THIS COVERAGE AFFORDED BY THE POLICY BELOW. COMPANIES AFFORDING COVERAGE COMPANY A LETTER COMPANY B INSURED LETTER COMPANY C LETTER COMPANY D LETTER COMPANY E LETTER COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENTS,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE RFFN RFt)I ICFII RY PAW)C1 AIMC CO TYPE OF INSURANCE POLICY POLICY POLICY LTR NUMBER EFFECTIVE EXPIRATION LIMITS DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY ❑COMMERCIAL GENERAL GENERAL AGGREGATE $ LIABILITY PRODUCTS-COMP/OP AGG. $ ❑CLAIMS MADE❑OCCUR. PERSONAL&ADV.INJURY $ ❑OWNER'S&CONTRACTOR'S EACH OCCURRENCE $ PROT. FIRE DAMAGE(Any one fire) $ ❑OTHER MED. one person) $ (Any one person) AUTOMOBILE LIABILITY ANY AUTO COMBINED $ ❑ALL OWNED AUTO SINGLE LIMIT ❑SCHEDULED AUTOS ❑HIRED AUTOS BODILY INJURY $ ❑NON-OWNED AUTOS (Per person) ❑GARAGE LIABILITY BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ EXCESS LIABILITY ❑UMBRELLA FORM EACH OCCURRENCE $ ❑OTHER THAN UMBRELLA FORM AGGREGATE $ PROPERTY INSURANCE ❑COURSE OF CONSTRUCTION AMOUNT OF INSURANCE $ WORKERS COMPENSATION AND STATUARY LIMITS EMPLOYER'S LIABILITY EACH ACCIDENT $ DISEASE-POLICY LIMIT $ DISEASE-EACH EMPLOYEE $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS THE FOLLOWING PROVISIONS APPLY: 1. None of the above-described policies will be canceled,limited in scope of coverage or nonrenewed until after 30 days'written notice has been given to SCRRA at the address indicated below. 2. As respects operations of the named insured performed on behalf of SCRRA the following are added as additional insured on all liability insurance policies listed above:SCRRA, its Member Agencies,Operating Railroads,its subsidiaries,officials and employees. 3. It is agreed that any insurance of self-insurance maintained by SCRRA will apply in excess of and not contribute with,the insurance described above. 4. SCRRA is named a loss payee on the property insurance policies described above,if any. 5. All rights of subrogation under the property insurance policy listed above have been waived against SCRRA. 6. Any failure by the insured to comply with reporting or other provisions of the Agencies,its subsidiaries,officials and employees. Policies including breaches of warranties shall not affect coverage provided to SCRRA,its Member 7. The workers compensation insurer named above if any,agrees to waive all rights of subrogation against SCRRA for injuries to employees of the insured resulting from work for SCRRA or use of Member Agencies premises or facilities. CERTIFICATE HOLDER Southern California Regional Rail Authority(SCRRA) AUTHORIZED REPRESENTATIVE 279 E.Arrow Highway,Suite A,San Dimas,CA 91773 SIGNATURE ADDITIONAL INSURED TITLE MTA,OCTA,RCTC,SANBAG,VCTC,BNSF,UPRR,AMTRAK PHONE NO SCRRA FORM NO.6 Page 14 of 14 Rev:07/20/11 METRDLINKtb Southern Ca!dornia Regional Rai Authority SCRRA's allocated overhead and fringe benefits. SCRRA will charge the Contractor for eight hours minimum if the Contractor cancels SCRRA services after SCRRA Railroad Employee is on site on the day of the appointment. The Contractor also agrees to reimburse SCRRA, Member Agency and/or Operating Railroad for any and all cost and expense incurred as a result of Contractor's work which may result in (i) unscheduled delay to the trains or interference in any manner with the operation of trains, (ii) unscheduled disruption to normal train operation, (iii) unreasonable inconvenience to the public or private user of the system, (iv) loss of revenue, and (v) alternative method of transportation for passengers. SCRRA will submit final bills to the Contractor for cost incurred. Prior to commencement of work, the Contractor shall deposit with SCRRA the sum of dollars($) representing the estimated expense to be incurred by SCRRA and Member Agency in connection with said work. As the work progresses, SCRRA may require additional progress payments as the scope of work changes or becomes clearer. SCRRA may discontinue services to Contractor pending receipt of progress payments. The deposit and progress payments shall be applied to SCRRA's and Member Agency's actual costs and expenditures. The Contractor shall be responsible to pay any amount exceeding the above payments upon receipt of notice or invoice by SCRRA. SCRRA shall exercise its best efforts to provide final invoicing to Contractor within 90 days following completion of the work; however, Contractor acknowledges that it shall be responsible for payment of all expenses incurred by SCRRA and Member Agency in connection with the work even if the final invoicing is provided to Contractor thereafter. 7. Safety Orientation Class The Contractor and his subcontractors shall be required to attend a SCRRA Safety Orientation Class prior to receiving permission to enter the Right-of-Way. The Contractor shall notify SCRRA's contractor for safety and flagging services at 1-877-452-0205 to arrange for third party safety training. Allow 24 to 72 hours from the request for safety training to arrange the training. Upon completion of safety training, the Contractor shall notify SCRRA's contractor at (714) 920-9037 a minimum of fifteen (15) working days prior to beginning work on the Right-of- Way and secure any protection SCRRA deems necessary. This prior notification does not guarantee the availability of on track safety protection for the proposed date of construction. To the full extent of Paragraph 5 above (Indemnification), Contractor agrees to indemnify SCRRA against any and all claims resulting from sickness or any other absence. 8. Emergency Telephone Numbers The Contractor must immediately contact SCRRA in case of accidents, personal injury, defect in track, bridge or signals, or any unusual condition that may affect the safe operation of the railroads. The following are SCRRA's emergency numbers: Signal Emergencies and Grade Crossing Problems (888)446-9721 Metrolink Chief Dispatcher (909) 593-0661 or(888)446-9715 Metrolink Sheriffs Dispatcher (323) 563-5280 or(323) 563-5000 Signal and Communications Cable Location (909) 859-4105 of(909) 859-4112 9. California Law This agreement shall be construed and interpreted in accordance with and governed by the SCRRA Form 5 Page 4 of 6 Rev.07/20/11 METROLINK. Southern Catkornia Regional Rai Authordy laws of the State of California. Venue shall be located in courts in Los Angeles County. 10. SCRRA Contact All information and documents shall be submitted to the following: Assistant Director, Standards and Design Southern California Regional Rail Authority(SCRRA) 297 East Arrow Highway Suite A Attn: Mr. Christos Sourmelis- ROW Encroachments Coordinator Email: sourmelisc @scrra.net (909) 394-3418 SCRRA Form 5 Page 5 of 6 Rev.07/20/11 METRDLINK �.. Southern California Regional Rail Authority The Contractor hereby agrees to the terms as set forth in this Agreement, and hereby acknowledges receipt of this Agreement. (Name of Applicant) (Signature) (Address) (Print Name) (Title) (Telephone) (Applicant's State License No.) (Fax) (Email) Receipt of the foregoing agreement is hereby acknowledged on this day of 20 By: ROW Encroachments Coordinator By: Assistant Director, Standards and Design [Approved as To Form By Legal Counsel] SCRRA Form 5 Page 6 of 6 Rev.07/20/11 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION Welcome to the California DEPARTMENT OF INDUSTRIAL RELATIONS Apprenticeship programs information guide Back to search Description of apprenticeship Qualifications for apprenticeship How apprenticeship programs operate Steps an applicant should take Apprenticeship video-"California's Best Kept Secret" Description of apprenticeship Apprenticeship is a system of learning while earning, and "learning by doing." It combines training on the job with related and supplemental instruction at school. Today, it is utilized chiefly in the skilled crafts. Each program operates under apprenticeship training standards agreed to by labor and/or management in accordance with State and Federal laws, under which a person works with a skilled worker and gains on the job skills and "know-how" and in turn becomes an important part of the occupation and industry. In those crafts in which management and labor organizations exist, each selects an equal number of members to serve on the joint apprenticeship committee. The joint apprenticeship committee determines the standards for training of its occupation and supervises the training of apprentices. In many cases the local apprenticeship committees have and the local roups usually havercomplete ards -ecommended by the advisory organizations. But t hese are autonomy in developing and administering their own programs. Qualifications for apprenticeship To be successful, the individual must have perseverance, ambition, and initiative. Like a college education, the successful completion of an apprenticeship term does not come easily, but is the result of hard work on the part of the apprentice. In practically every skilled occupation, more than fundamental knowledge of arithmetic is essential. The ability to read, ante and speak well is beneficial in any walk of life, but in some apprenticeship occupations it is more important than in others. In some occupations, individuals seeking an apprenticeship will be at a decided advantage if they have taken shop courses, have some knowledge of mechanical drawing, physics, blueprint reading, drafting, higher mathematics, ;hemistry, electricity, welding or the like. Physical fitness, a good sense of balance, eye-hand coordination, color sense, agility, strength, ability to work at heights and mechanical aptitude are desirable qualifications in many s neat skilled i occupations and one or more of these are-essential in others. Ability to work with others, good personality, and appearance are necessary in most trades, particularly where contact with the public is involved. In many skilled occupations, persons with a high school diploma or its equivalent are preferred. Prospective skilled workers usually like to work with their hands and to use various tools to build and repair things. They like to finish things mce they hay started and don't care how dirty or greasy the job, so long as they get it done. They enjoy visits to shops and factories and like to talk to mechanics about the jobs they do and the problems they meet in their work. In school, they get along well in shop, science, mathematics and mechanical drawing classes, and enjoy working on practical )roblems in the classroom and at home. These are only some of the factors that may indicate an aptitude for the skilled crafts. How apprenticeship programs operate The training is supervised by Joint Apprenticeship Committee (JAC)-sometimes called Joint Apprenticeship and raining Committee(JATC), or a Unilateral Apprenticeship Committee (UAC). Training is "spelled out" in apprenticeship standards developed by the local apprenticeship committees, with the assistance of consultants of the Division of Apprenticeship Standards, and registered with the State. The processes of he trade and the number of hours to be spent learning each process are defined. The period of training is from 1 to 6 years, depending upon the trade. Most programs are for 4 years. Apprentices start at a percentage of the skilled worker's wage and receive increases at regular intervals. Starting rates are usually 35% to 50%, and increases are given every six months in most trades. Apprentices attend classes of related technical instruction, usually in the public schools. This instruction, supplementing the training on the job, gives apprentices a comprehensive understanding of the theoretical aspects of their work. Related instruction is one of the fundamental features of apprenticeship and has been developed and accepted as standard practice in every trade. In most cases this means attending classes at night 4 hours each week, for at least 108 hours a year. The instruction includes such subjects as safety laws and regulations, mathematics, drafting, blueprint reading and other sciences connected with the trade. in class apprentices learn the theories of their trade; each day on the job they learn its practice, under the supervision of, skilled workers, instruction in the use of the tools of the trade is also given apprentices early in their training; in most trades they are not allowed to use any power-driven machinery until well advanced in their training. Apprentices are usually required to famish their own hand tools. Each apprentice signs an apprentice agreement either with a JAC, UAC or an individual employer. This agreement is filed with the Division of Apprenticeship Standards. Upon successful completion of training, they are issued a "Certificate of Completion" by the State of California. In a number of occupations and industries apprentices receive, in addition to their regular wages, fringe benefits covering vacation pay, health and welfare, pensions, etc. Through collective bargaining in a number of instances, employers also pay certain regular amounts into apprenticeship funds, which are administered by boards of trustees. Coordinators of apprenticeship and field representatives are employed by these boards to supervise the training of apprentices in a given trade or area, process apprentice applications, keep records of progress, and the like. Where fund offices and staffs have been established, they have been of great value to the JACs, apprentices and the industry. Industry coordinators and apprenticeship consultants of the Division of Apprenticeship Standards visit establishments to determine on-the-job progress of apprentices, seek new apprenticeship openings, and discuss problems with apprentices, supervisors and employers. The role of the state, through the Division of Apprenticeship Standards, is consultative and developmental. The field and technical staffs of the Division assist management, labor, JAC's and UAC's by seeking to promote and develop additional training programs, by providing technical data through research on current trends and training practices to improve and enlarge existing programs, and by serving as the registration'and certification agency for apprenticeship in '` California. The Division carries out the regulations formulated by the California Apprenticeship Council, which is charged�. by law to "foster, promote, and develop the welfare of the apprentice and industry, improve the working conditions of apprentices, and advance their opportunities for profitable employment;" (Shelly-Maloney Apprentice Labor Standards Act of 1939, as amended—Chapter 4 of Division 3, Labor Code of the State of California.) The Council's regulations are spelled out in Title 8, Chapter 2 of the California Administrative Code. Of particular interest, are the sections pertaining to non-discrimination in apprenticeship. Sec. 212 defines the contents of apprenticeship standards to be approved by the Division of Apprenticeship Standards, including paragraph (b) (13): "Provision for Fair and impartial treatment of applicants for apprenticeship, selected through uniform selection procedures." pea.. Sec, 215 provides in part: "Selection procedures must be in writing, approved by the apprenticeship program sponsor, and must meet objective standards." Apprenticeship programs must comply with the State of California Plan for Equal Opportunity in Apprenticeship Adopted and amended by the California Apprenticeship Council on November 28, 1983, as though expressly set forth herein and"" shall be considered as an appendix hereto and appropriately marked as such, including the month and year of adoption,. The Division's State Plan developed to meet the requirements of revised 29 CFR 30 is spelled out in the booklet, "State of California Plan for Equal Opportunity in Apprenticeship," which also contains administrative guidelines for implementing the Plan. Steps an applicant should take 1. Select an occupation for which you have an aptitude or some previous experience and the physical ability to perform. 2. Find out if you meet the minimum qualifications for that occupation. 3. Decide whether you can work under the required job conditions, some of which may be hazardous, dirty, uncomfortable or otherwise unpleasant. 4. Apply for an apprenticeship either directly to an employer in the occupations, the JAC, UAC, the appropriate union, or the California Employment Development Department. 5. Take aptitude or other tests where required. 6. If the apprenticeship committee has a waiting list of applicants, determine whether or not you are sufficiently interested in the occupation to wait for an opening, or whether you should seek other employment. 7. Some apprenticeship committees have applicants find their own employment with a firm which participates in the apprenticeship program. Conditions of Use I Privacy Policy Copyright© 2011 State of California RESTRIPING OF RANCHO AVENUE, 325 FEET SOUTH OF AND TO RIALTO AVENUE O J QU 4 � � w � H J iT, 0 < -� N I i t Q ° W> Q < � • W IF�L `` w I z ° � ff�� O z-- O S9Z21 Uw Q z z � z J = Z si. Q N co J m Cm = Li (.9 U ° Z Z > 0 t-- ° z z J J a � � Q O w N U Q �• I— I— Q � U /n ; ZQ 0 ° c � U ZQ Z. O N ii �. ► Sszb f i I I i 1 i i I I z z Q,,,,., ecl 6 0_ eL li ° a U cn UI z J Q ix Q J 1 �I N U w w � � O. m i= m c7 ix ~ ZQ � ^ W (/) w 1 i ii _ O m o 0 ■'S' ..o I J U w J = J ~ cL F- 'tit ° 1 n 0 � J � O < C a ° O J ~ w ~ w Q J J ° J 1 J ,': (VO)vum Co °""..1 1— Z < 6 < 0000 CALIFORNIA MUTCD STANDARDS California MUTCD Page 3A-4 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 344-101(CA). Centerlines-2 Lane Highways FOR SPEEDS' * i_SS DETAIL 1 POLICY 14114 on Wm 14 a $.13 w �u" SA ti t.t4 (7 fl) M p Mall Centerline pattern for use on two-lane streets and (normally used on local streets DETAIL 2 ua.AM M■ 2.24 s n wt 2.0 2.512 w Centerline pattern with pavement markers for ,�.• ®tsq� pM1 ft/22 I gait ® use on two-lane streets and highways.wmu C:3 DETAIL 3 (Deleted) DETAIL 4 14.14is fit ft) 244. 244 a 4.111. 2.44 ae 2.44■ Alternate to Retail 2. For use at problem -4s. pM I PM tsar l Oft 16M locations where it is difficult to pace and 0000 000®�txtM maintain centerline because of moisture,sand, --1► oa FOR sP 1 k : . C ' t1.-225:1 DETAIL 5 u.0404112M Centerline pattern for use on two-lane streets 13. m(12 f 1018 is(30 M 0 1121 and hi ways (normally used on local streets DETAIL 6 14.14 3.*s 2 n with pavement markers for IA a+ 1212■ 12.4!s Centerline pattern( {ttFtq use on two-lane streets and highways. 0 0 DETAIL 7 WO s t4*M Alternate to Detail 6. For use at problem .— I 2ttw 1 min I ,ea, sin s became of to ems, CI 0000 E3 etc. "► .1 l'122w44A4 LEGEND 100 nun(4 in)Yellow ®two-Way Yellow ltetrorsriedire Markers Median of Travel Yellow Markers NOT TO SCALE January 21,2010 Chapter 3A—General Part 3-Markings California MUTCD Page 3A-7 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-104(CA). No Passing Zones- Two Direction DETAIL 21 POLICY Two-direction streets andpassing pattern for use on two-lane local streets and highways). seyNote 2 —► 7S min(3i) DETAIL 22 712 m(2410 f 7.32 in(24 ff I 0 [3-50 Itun(2 in) - Two-direction no-passing pattern with pavement 75mm(3 U) markers for use on two-lane streets and _51I mm(2 u) highways. See Notes 1 and 2. DETAIL 23 I 7.32 at(241t) I 7.32 m(24 ft) f� I 000000 0 00000 e- Altemate to Detail 22. For use with either Detail DQO® OOOO® tsaaapiw) 4or0etaN7. — 122m(4f)- I- -I l--i22msR) NOTES: 1. Pavement markers shown off the solid line in Detail 22 may be placed on the line. 2. A 75 mm (3 in)black line shall be placed between the 100 mm (4 in)yellow lines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND 100 mm(4 in)Yellow 0 7Mro-Way Yellow Retroreflecdve Markers -•► Direction of Travel 0 Non-ReIror,Aective Yellow Makers NOT TO SCALE Chapter 3A—General January 21,2010 Part 3-Markings California MUTCD Page 3A-9 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-106(CA). Right Edge Line and Right Edge Line Extension Through Intersections DETAIL 278 POLICY Right Edge Line Right Edge Line pattern for use on all State highways may be used on local streets and —► highways. It is generally dropped at the beginning of the intersection flares on to nun(2In) conventional highways. See also Detail 27C. On shown may in Fure 38-8 s advance of the exit freeways, ram as Edge Ot Traveled Wry DETAIL 27C Right Edge Line Extension Through intersections I 3.K m(12 fq ( C3 ' Intersections pattern for use to extend the right pm 3.66 m 02 It) 0.41 edgelne through an intersection where climatic U C7 C, conditions, such as areas of heavy fog, may require additional guidance. LEGEND ( 1 100 mm(4 in) White —a► Direction of Travel NOT TO SCALE (This space left intentionally blank) January 21,2010 Chapter 3A—General Part 3-Markings California MUTCD Page 3A-16 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 3A-112(CA). Channaulzing Line and Lane Line/Centerline Extensions DETAIL 38-Channegzing Line POUCY 200 mm(0 While Line T channelizing line t use on Left-Turn or 1. Turn lanes on Staff ghways, Payem a nt (� 0 --sO ew Pill Markers when used should be-place on the I L32 m W fQ I 7.32s W ill traffic aide only. Through Traffic �-► DETAIL 38A-Channelizing Line Typical channelizing line for use on Left-Tum or 200 mm(i in)White Line , Right-Turn lanes on local streets and highways and freeway off-ramp terminals. DETAIL 38B-Channelizing Line at Exit Ramps 0 0 0 Typical channelizing line for use on Exit Ramps. se"'m(2 in) Pavement Markers as shown may also be placed 200 mm(8 in)White Line _ on the line. 0 0 _se rve p M► I 7.32m (NM 1 7.12m NM I DETAIL 38C-Alternate to Detail 38 and 388 a 88888E1 88888 r.32 m(21 e) DETAIL 39-Bike Lane Line its mm it in)White Line DETAIL 39A-Bike Lane Intersection Line 4- 31 m(110fgbilm(m0t) 1 it ikon 2.14m 122 m tl I N ft) I 130 mm(6 in)While Line DETAIL 40-Lane Line Extension Through Intersections Through CI The Lane Line I� lip ft) 100 mm(4 White Line intersection td1e�Extension � line intersections to the motorist. confusing DETAIL 40A-Alternate to Detail 40 0 0 0 0 0 0 ( t2mJ �� White Markers DETAIL 41- Centerline Extension Through ki ersecll'ons The Centerile Extension Through Intersections ei 1 �m line Is used to extend the centerline uO an lit I mm(4 in)Yellow Line intersection that might otherwise be ^.�ew�nkming DETAIL 41A-Alternate to Detail 41 to the motorist. 0 0 110 0 0 122 m NOT TO SCALE 04 Yetaw Manors [ LEGEND I White Line 0 While Markers —► Direction of Travel Yellow Line Yellow Matters 0 One-Viby Clear Ret oneffectivve Mutant Chapter 3A-General January 21,2010 Part 3-Markings California MUTCD Page 3B-1 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) CHAPTER 3B.PAVEMENT AND CURB MARKINGS Section 3B.01 Yellow Centerline Pavement Markings and Warrants, Standard: Centerline pavement markings,when used,shall be the pavement markings used to delineate the separation of traffic lanes that have opposite directions of travel on a roadway and shall be yellow. Option: Centerline pavement markings may be placed at a location that is not the geometric center of the roadway. On roadways without continuous centerline pavement markings,short sections may be marked with centerline pavement markings to control the position of traffic at specific locations,such as around curves, over hills,on approaches to highway-railroad grade crossings,at highway-railroad grade crossings,and at bridges. Standard: The centerline markings on two-lane,two-way roadways shall be one of the following as shown in Figure 3B-1: A.Two-direction passing zone markings consisting of a normal broken yellow line where crossing the centerline markings for passing with care is permitted for traffic traveling in either direction; B.One-direction no-passing zone markings consisting of a normal broken yellow line and a normal solid yellow line where crossing the centerline markings for passing with care is permitted for the traffic traveling adjacent to the broken line,but is prohibited for traffic traveling adjacent to the solid line; and C.Two-direction no-passing zone markings consisting of two normal solid yellow lines where crossing the centerline markings for passing is prohibited for traffic traveling in either direction. The centerline markings on undivided two-way roadways with four or more lanes for moving motor vehicle traffic always available shall be the two-direction no-passing zone markings consisting of two normal solid yellow lines as shown in Figure 3B-2. Guidance: On two-way roadways with three through lanes for moving motor vehicle traffic,two lanes should be designated for traffic in one direction by using one-or two-direction no-passing zone markings as shown in Figure 3B-3. Standard: Centerline markings shall be placed on all paved urban arterials and collectors that have a traveled way of 6.1 m(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. Centerline markings shall also be placed on all paved two-way streets or highways that have three or more lanes for moving motor vehicle traffic. Guidance: Centerline markings should be placed on paved urban arterials and collectors that have a traveled way of 6.1 m(20 ft)or more in width and an ADT of 4,000 vehicles per day or greater.Centerline markings should also be placed on all rural arterials and collectors that have a traveled way of 5.5 m(18 ft)or more in width and an ADT of 3,000 vehicles per day or greater. Centerline markings should also be placed on other traveled ways where an engineering study indicates such a need. Engineering judg'lent should be used in determining whether to place centerline markings on traveled ways that are less than 4.9 m(16 ft)wide because of the potential for traffic encroaching on the pavement edges,traffic being affected by parked vehicles,and traffic encroaching into the opposing traffic lane. Option: Centerline markings may be placed on other paved two-way traveled ways that are 4.9 m(16 ft)or more in width. If a traffic count is not available,the ADTs described in this Section may be estimates that are based on engineering judgment. January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-2 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Standard: Centerline patterns shall be selected from those shown in Figures 3A-101(CA)and 3A-104(CA). Raised retroreflective pavement markers shall be used to supplement the centerline markings on State highways,except in snow areas. Support: On horizontal curves with radii less than 1000 m(3280 ft)and without street lighting, Detail 22 instead of Detail 21 can be helpful in improving the delineation for centerline markings as it includes retroreflective raised pavement markers. Detail 22 can be applied in advance of the approach to the curve per Table 2C-4 and continued throughout the length of the curve. Refer to CVC 21460 for Double Lines. Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. Standard: A left edge line shall consist of a solid 100 mm(4 in)wide yellow line,yellow reflective pavement markers or a combination of line and markers as shown in Figure 3A-105(CA). Option: Two normal solid yellow lines may be used as a left edge line on a divided roadway for more emphasis when motorists tend to use the shoulder for a through lane or where encroachments onto the shoulder occasionally occur. Support: Left edge line patterns for median islands are shown in Figure 3A-107(CA). Section 3B.02 No-Passing Zone Pavement Markings and Warrants Standard: No-passing zones shall be marked by either the one direction no-passing zone pavement markings or the two-direction no-passing zone pavement markings described previously and shown in Figures 3B-1 and 3B-3. When centerline markings are used,no-passing zone markings shall be used on two-way roadways at lane reduction transitions(see Section 3B.09)and on approaches to obstructions that must be passed on the right(see Section 3B.10). Guidance: Standard: • . . If the gap between successive no-passing zones is less than the sight distance for the prevailing speed shown in Table 38-1,the no-passing zone shall be continuous. Where centerline markings are used,no-passing zone markings shall be used on approaches to highway-rail grade crossings in conformance with Section 8B.20. Option: In addition to pavement markings,no-passing zone signs (see Sections 2B.29,2B.30,and 2C.35)may be used to emphasize the existence and extent of a no-passing zone. Support: Section 11-307 of the"Uniform Vehicle Code(UVC)Revised"contains further information regarding no-passing zones. The"UVC"can be obtained from the National Committee on Uniform Traffic Laws and Ordinances at the address shown on Page i. Standard: On two-way,two-or three-lane roadways where centerline markings are installed,no-passing zones shall be established at vertical and horizontal curves and other locations where an engineering study indicates that passing must be prohibited because of inadequate sight distances or other special conditions. On three-lane roadways where the direction of travel in the center lane transitions from one direction to the other,a no-passing buffer zone shall be provided in the center lane as shown in Figure 3B-4.A lane transition shall be provided at each end of the buffer zone. The buffer zone shall be a median island that is at least 15 m(50 ft)in length. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-3 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Guidance: For three-lane roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the lane transition taper length should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph).For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the center lane or offset distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit,whichever is higher. Standard: The minimum lane transition taper length shall be 30 m(100 ft)in urban areas and 60 m(200 ft) in rural areas. On roadways with centerline markings,no-passing zone markings shall be used at horizontal or vertical curves where the passing sight distance is less than the minimum necessary for reasonably safe passing at the 85th-percentile speed or the posted or statutory speed limit as shown in Table 3B-1.The passing sight distance on a vertical curve is the distance at which an object 1.07 m(3.5 ft)above the pavement surface can be seen from a point 1.07 m(3.5 ft)above the pavement(see Figure 3B-5). Similarly,the passing sight distance on a horizontal curve is the distance measured along the centerline(or right-hand lane line of a three-lane roadway)between two points 1.07 m(3.5 ft)above the pavement on a line tangent to the embankment or other obstruction that cuts off the view on the inside of the curve(see Figure 3B-5). Support: The beginning of a no-passing zone at point"a"in Figure 3B-5 is that point where the sight distance first becomes less than that specified in Table 3B-l. The end of the no-passing zone at point"b"in Figure 3B-5 is that point at which the sight distance again becomes greater than the minimum specified. Support: Refer to CVC 21750 through 21759 for overtaking and passing. Refer to CVC 21460 for Double Lines. CVC 21752 restricts passing(driving on left side of a two-way roadway)when approaching within 30 m(100 ft)of or when traversing any intersection or railroad grade crossing.CVC 21752 also restricts passing(driving on left side of a two-way roadway)when the view is obstructed upon approaching within 30 m(100 ft)of any bridge,viaduct,or tunnel. The patterns and policy for intersection markings are shown in Figure 3A-109(CA). Standard: No-passing zone patterns shall be selected from those shown in Figures 3A-103(CA)and 3A-104(CA). Guidance: The no-passing zone markings at intersections,when used, should be between 30 m(100 ft)and 90 m(300 ft)in length at the approach to an intersection and placed in a pattern as shown in Figure 3A-109(CA). Section 3B.03 Other Yellow Longitudinal Pavement Markings Standard: If reversible lanes are used,the lane line pavement markings on each side of reversible lanes shall consist of a normal double broken yellow line to delineate the edge of a lane in which the direction of travel is reversed from time to time,such that each of these markings serve as the centerline markings of the roadway during some period(see Figure 3B-6). Signs(see Section 2B.25),lane-use control signals(see Chapter 4J),or both shall be used to supplement reversible lane pavement markings. If a two-way left-turn lane that is never operated as a reversible lane is used,the lane line pavement markings on each side of the two-way left-turn lane shall consist of a normal broken yellow line and a normal solid yellow line to delineate the edges of a lane that can be used by traffic in either direction as part of a left-turn maneuver.These markings shall be placed with the broken line toward the two-way left-turn lane and the solid line toward the adjacent traffic lane as shown in Figure 3B-7. January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-4 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Option: Pavement marking arrows may be used in conjunction with the two-way left-turn lane markings as shown in Figure 3B-7. des Signs should may be used in conjunction with the two-way left turn markings(see Section 2B.24). Standard: If a continuous median island formed by pavement markings separating travel in opposite directions is used,two sets of double solid yellow lines shall be used to form the island as shown in Figures 3B-2 and 3B-4.Other markings in the median island area shall also be yellow,except crosswalk markings which shall be white(see Section 3B.17). On State highways,reversible lanes shall be separated by physical barriers or delineators. Support: A two-way left-turn lane is a lane reserved in the center of a highway for exclusive use of left or U-turning vehicles. Refer to CVC 21460.5. It is normally used where there are many points of access. Standard: The two-way left-turn lane markings shall be selected from those shown in Figure 3A-108(CA). Option: Optional treatments at signalized, major and minor intersections as shown in Figure 3B-7(CA)may be used. Two-way opposing pavement arrows may be used as shown in Figure 36-7(CA).The arrows may be supplemented by Two-Way Left Turn Lane(R67(CA))sign at new installations and problem locations. Guidance: A gap in the markings should be made at all intersections. Support: For left turn channelization,see Figure 3B-101(CA)and Department of Transportation's Highway Design Manual, Section 405.2. See Section 1A.11 for information regarding this publication. Channelized left-turn lanes in combination with continuous raised-curb medians are used instead of two-way left- turn lanes(TWLTL)if one or more of the following conditions exist: • Average daily traffic volumes exceed 20,000 vehicles per day • For remediation where there is a demonstrated crash problem, • Wherever a need is demonstrated through engineering study. Section 3B.04 White Lane Line Pavement Markings and Warrants Standard: When used,lane line pavement markings delineating the separation of traffic lanes that have the same direction of travel shall be white. Support: Examples of lane line markings are shown in Figures 3B-2, 3B-3,3B-7 through 3B-13,3B-22,3B 21 36- 23(CA),and 3B-26. Standard: Where crossing the lane line markings with care is permitted,the lane line markings shall consist of a normal broken white line. Where crossing the lane line markings is discouraged,the lane line markings shall consist of a normal solid white line. Option: Solid white lane line markings may be used to separate through traffic lanes from auxiliary lanes,such as uphill truck lanes,left-or right-turn lanes,and preferential lanes. They may also be used to separate traffic lanes approaching an intersection. Wide solid lane line markings may be used for greater emphasis. Standard: Where crossing the lane line markings is prohibited,the lane line markings shall consist of two normal solid white lines. Lane line markings shall be used on all freeways and Interstate highways. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-5 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Guidance: Lane line markings should be used on all roadways with two or more adjacent traffic lanes that have the same direction of travel.Lane line markings should also be used at congested locations where the roadway will accommodate more traffic lanes with lane line markings than without the markings. Standard: Lane line patterns shall be selected from those shown in Figure 3A-102(CA).Detail 9 or 10(65 km/h(40 mph) or less)or Detail 12 or 13(70 km/h(45 mph)or more)shall be used on State freeways,expressways,freeway ramps,freeway to freeway connectors and collector roads,except when used in snow areas,the raised pavement markers will be recessed. Section 3B.05 Other White Longitudinal Pavement Markings Standard: A channelizing line shall be a wide or double solid white line. Option: Channelizing lines may be used to form channelizing islands where traffic traveling in the same direction is permitted on both sides of the island. Standard: Other pavement markings in the channelizing island area shall be white. Support: Examples of channelizing line applications are shown in Figures 3B 8 3B-8(CA), 3B 9 3B-9(CA),and 3B- 13. Channelizing lines at exit ramps as shown in Figure 3B g 3B-8(CA)define the neutral area,direct exiting traffic at the proper angle for smooth divergence from the main lanes into the ramp,and reduce the probability of colliding with objects adjacent to the roadway. Channelizing lines at entrance ramps as shown in Figure 3B 9 3B-9(CA)promote reasonably safe and efficient merging with the through traffic. Standard: For exit ramps,channelizing lines shall be placed along the sides of the neutral area adjacent to the through traffic lane and the ramp lane.With a parallel deceleration lane,a 200 mm(8 in)wide dotted white lane drop line shall be extended from the beginning of the channelizing line upstream of the entire f di + f one half+he length of the full-width deceleration lane as shown in Figure 3B-8 3B- 8(CA). Option: White chevron markings may be placed in the neutral area for special emphasis as shown in Figure 3B g 3B-8(CA). Guidance: For entrance ramps,a channelizing line should be placed along the side of the neutral area adjacent to the ramp lane. For entrance ramps with a parallel acceleration lane,a lane line should be extended from the end of the channelizing line for a distance of ene-half the entire length of the full-width acceleration lane as shown in Figure 3B 9 38-9(CA). Option: For entrance ramps with a tapered acceleration lane,lane line markings may be placed to extend the channelizing line,but not beyond a point where the tapered lane meets the near side of the through traffic lane as shown in Figure 313-9 3B-9(CA). Standard: Lane drop markings as shown in Figure 38-119 3B-10(CA)may shall be used in advance of lane drops at exit ramps to distinguish a lane drop from a normal exit ramp or from an auxiliary lane. Option: The lane drop marking may consist of a wide,white dotted line with line segments 0.9 m(3 ft)in length separated by 2.7 m(9 ft)gaps. Guidance: Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-6 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) If used,lane drop markings should begin 800 m(0.5 mi)in advance of the theoretical gore point. If the dropped lane is an auxiliary lane 0.8 km(1/2 mi)or less in length,the lane drop line should extend throughout the entire length. Option: Where lane changes might cause conflicts,a wide solid white channelizing line may extend upstream from the theoretical gore point. Standard: The lane drop line pattern shall be as shown in Figure 3A-111(CA). Support: See Figures 3A-111(CA), 3B-8(CA), 38-9(CA), 38-10(CA), 3B-12(CA)and 3B-107(CA)for further details of markings and signing. Option: A 200 mm(8 in)wide single solid white line preceded by a 200 mm(8 in)wide dotted white line may be placed in advance of an intersection where the outside lane is dropped at the intersection,and as a result,creates a mandatory turn lane. Standard: If used,diagonal lines shall be the same color as the edge line. Section 3B.06 Edge Line Pavement Markings Standard: If used,edge line pavement markings shall delineate the right or left edges of a roadway. Except for dotted edge line extensions(see Section 3B.08),edge line markings shall not be continued through intersections or major driveways. If used on the roadways of divided highways or one-way streets,or on any ramp in the direction of travel,left edge line pavement markings shall consist of a normal solid yellow line to delineate the left edge of a roadway or to indicate driving or passing restrictions left of these markings. If used,the right edge line pavement markings shall consist of a normal solid white line to delineate the right edge of the roadway. Guidance: Edge line markings should not be broken for minor driveways. Support: Edge line markings have unique value as visual references to guide road users during adverse weather and visibility conditions. Option: Wide solid edge line markings may be used for greater emphasis. Standard: A right edge line shall consist of a solid 100 mm(4 in)wide white line. Guidance: The edge line should be placed 50 mm (2 in)in from the edge of traveled way, approximately 3.6 m(12 ft)from the lane line or centerline on highway mainlines, ramps,and connectors.See Figure 3A-106(CA). Generally,the solid edge line should be dropped at the beginning of intersection flares. Option: In heavy fog areas,or locations where additional guidance would be beneficial,a dotted 100 mm(4 in)wide white right edge line may be continued across an intersection. Support: Edge line is not used at turnouts.See Figure 3B-108(CA). Standard: Exit and entrance ramps, including freeway connectors,shall be marked with a yellow edge line supplemented with yellow reflective pavement markers on the left and a white edge line on the right.See Figure 3A-105(CA). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-7 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Section 3B.07 Warrants for Use of Edge Lines Standard: Edge line markings shall be placed on paved streets or highways with the following characteristics: A.Freeways; B.Expressways;and C.Rural arterials with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 6,000 vehicles per day or greater. Guidance: Edge line markings should be placed on paved streets or highways with the following characteristics: A. Rural arterials and collectors with a traveled way of 6.1 m(20 ft)or more in width and an ADT of 3,000 vehicles per day or greater. B. At other paved streets and highways where an engineering study indicates a need for edge line markings. Edge line markings should not be placed where an engineering study or engineering judgment indicates that providing them is likely to decrease safety. Option: Edge line markings may be placed on streets and highways with or without centerline markings. Edge line markings may be excluded,based on engineering judg dent, for reasons such as if the traveled way edges are delineated by curbs,parking,bicycle lanes,or other markings. Edge line markings may be used where edge delineation is desirable to minimize unnecessary driving on paved shoulders or on refuge areas that have lesser structural pavement strength than the adjacent roadway. Standard: Edge lines shall be used on all State highways,except urban type streets with curbs and parking provisions. Option: The Two-Way Traffic(W6-3)sign may be used in conjunction with edge lines at locations where motorists could perceive that they are on a one-way roadway when,in fact,they are on a two lane,two-way highway.See Section 2C.34 for W6-3 sign. Section 3B.08 Extensions Through Intersections or Interchanges Standard: Pavement markings extended into or continued through an intersection or interchange area shall be the same color a t' t--the-same-width-the-same-width as the line markings they extend(see Figure 3B-11). Option: A normal line may be used to extend a wide line through an intersection. Guidance: Where highway design or reduced visibility conditions make it desirable to provide control or to guide vehicles through an intersection or interchange,such as at offset, skewed,complex,or multilegged intersections,on curved roadways,or where multiple turn lanes are used,dotted line markings should be used to extend longitudinal line markings through an intersection or interchange area. Option: Dotted edge line extensions may be placed through intersections or major driveways. Guidance: Where greater restriction is required,solid lane lines or channelizing lines should be extended into or continued through intersections or major driveways.However,edge lines should not be extended into or continued through intersections or major driveways as solid lines. A single line of equal width to one of the lines of the double line should be used to extend a double line through an intersection. To the extent possible,pavement marking extensions through intersections should be designed in a manner that minimizes potential confusion for drivers in adjacent or opposing lanes. Support: See Figure 3A-112(CA),Detail 40 and 40A for lane line extensions. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-8 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.09 Lane Reduction Transition Markin 2s Standard: Where pavement markings are used,lane reduction transition markings shall be used to guide traffic through transition areas where the number of through lanes is reduced,as shown in Figure 3B- 42-3B-12(CA).On two-way roadways,no-passing zone markings shall be used to prohibit passing in the direction of the convergence,and shall continue through the transition area. Guidance: For roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the transition taper length for a lane reduction should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph).For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper length. Under both formulas,L equals the taper length in meters(feet),W equals the width of the offset distance in meters(feet), and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. Where observed speeds exceed posted or statutory speed limits,longer tapers should be used. Option: On new construction,where no posted or statutory speed limit is established,the design speed may be used in the transition taper length formula. Guidance: Lane line markings should be discontinued one-quarter of the distance between the Lane Ends sign(see Section 2C.33)and the point where the transition taper begins. Edge line markings should be installed from the location of the warning sign to beyond the beginning of the narrower roadway. Support: Pavement markings at lane reduction transitions supplement the standard signs. Typical lane reduction transitions(four lane to two lane)and transitions from two lanes to four lanes are shown in Figure 3B-12(CA). Section 3B.10 Approach Markin2s for Obstructions Standard: Pavement markings shall be used to guide traffic away from fixed obstructions within a paved roadway.Approach markings for bridge supports,refuge islands,median islands,and raised channelization islands shall consist of a tapered line or lines extending from the centerline or the lane line to a point 0.3 to 0.6 m(1 to 2 ft)to the right side,or to both sides,of the approach end of the obstruction(see Figure 3B-13). Guidance: For roadways having a posted or statutory speed limit of 70 km/h(45 mph)or greater,the taper length of the tapered line markings should be computed by the formula L=0.62 WS for speeds in km/h(L=WS for speeds in mph). For roadways where the posted or statutory speed limit is less than 70 km/h(45 mph),the formula L=WS2/155 for speeds in km/h(L=WS2/60 for speeds in mph)should be used to compute taper length.Under both formulas,L equals the taper length in meters(feet),W equals the width of the offset distance in meters(feet),and S equals the 85th-percentile speed or the posted or statutory speed limit, whichever is higher. Standard: The minimum taper length shall be 30 m(100 ft)in urban areas and 60 m(200 ft)in rural areas. Support: Examples of approach markings for obstructions in the roadway are shown in Figure 3B-13. Option: Where observed speeds exceed posted or statutory speed limits, longer tapers may be used. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-9 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Standard: If traffic is required to pass only to the right of the obstruction,the markings shall consist of a two- direction no-passing zone marking at least twice the length of the diagonal portion as determined by the appropriate taper formula(see Figure 3B-13). Option: If traffic is required to pass only to the right of the obstruction,yellow diagonal approach markings may be placed in the neutral area between the no-passing zone markings as shown in Figure 3B-13. Other markings,such as yellow delineators,raised pavement markers,and white crosswalk pavement markings, may also be placed in the neutral area. Standard: If traffic can pass either to the right or left of the obstruction,the markings shall consist of two channelizing lines diverging from the lane line,one to each side of the obstruction.In advance of the point of divergence,a solid wide white line or solid double normal white line shall be extended in place of the broken lane line for a distance equal to the length of the diverging lines(see Figure 3B-13). Option: If traffic can pass either to the right or left of the obstruction,additional white markings may be placed in the neutral area between the channelizing lines as shown in Figure 3B-13. Section 3B.11 Raised Pavement Markers Standard: A raised pavement marker shall be a device with a height of at least 10 mm(0.4 in)mounted on or in a road surface that is intended to be used as a positioning guide or to supplement or substitute for pavement markings or to mark the position of a fire hydrant. The color of raised pavement markers under both daylight and nighttime conditions shall conform to the color of the marking for which they serve as a positioning guide,or for which they supplement or substitute. Option: Blue raised pavement markers may be used to mark the positions of fire hydrants. Support: Retroreflective and internally illuminated raised pavement markers are available in monodirectional and bidirectional configurations. The bidirectional marker is capable of displaying the applicable color for each direction of travel. Guidance: Nonretroreflective raised pavement markers should not be used alone,without supplemental retroreflective or internally illuminated markers,as a substitute for other types of pavement markings. Directional configurations should be used to maximize correct information and to minimize confusing information provided to the road user. Directional configurations also should be used to avoid confusion resulting from visibility of markers that do not apply to the road user. The spacing of raised pavement markers used to supplement or substitute for other types of longitudinal markings should correspond with the pattern of broken lines for which the markers supplement or substitute. Standard: 3B.13 d 212 1A\ The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Support: Figures 9-20 through 9-22 in the"Traffic Control Devices Handbook"(see Section IA.11)contain additional information regarding the spacing of raised pavement markers on longitudinal markings. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-10 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Support: Raised pavement markers are not normally placed where snow plows would damage the markers and require an unusual amount of replacement. Guidance: When used in these areas,they should be recessed,as shown in Department of Transportation's Standard Plan A20-D.See Section 1A.11 for information regarding this publication. Advance Markers Option: Advance Markers at exit ramps may be used to help motorists locate exit ramps in heavy fog areas. Support: The Advance Markers consist of a 3-2-1 countdown pattern of one-way clear reflective pavement markers.The pattern consists of three markers placed on the right shoulder 640 m(2100 ft)in advance of the neutral area(gore),two markers at 425 m(1400 ft)and one marker at 215 m(700 ft).The markers are placed on a line perpendicular to the lane line at 0.3 m (1 ft)spacing beginning 50 mm(2 in)off the edge of traveled way. Location Markers for Fire Hydrants Option: Blue raised reflective pavement markers, may be placed on a highway, street,or road,to mark fire hydrant and/or water supply locations. Standard: The blue raised reflective pavement markers shall not be used for any other purpose. Local agencies shall not place blue reflective pavement markers on a State highway unless they first obtain an encroachment permit from the Department of Transportation.The agency responsible for the placement shall also be responsible for the maintenance and replacement. See Section 13060,of the Health and Safety Code. See Section 1A.11 for information regarding this publication. Guidance: in general,the blue reflective pavement markers should be placed 150 mm(6 in)from the centerline stripe,or approximate center of the pavement where there is no centerline stripe,on the side nearest the fire hydrant. When placed on expressways, freeways and freeway ramps,they should be placed on the shoulder,0.31 m(1 ft)to the right of the edge line,opposite the fire hydrant. Typical marker locations are shown on Figure 3B-102(CA). Option: Because fire hydrants adjacent to freeways may be out of the right-of-way and, in many locations,out of view from the freeway, some fire districts may want to install small supplemental signs(S9(CA)and S10(CA))or markings to identify the hydrant number or distance to the hydrant.These installations are optional and at the discretion of the Department of Transportation's Districts. Section 3B.12 Raised Pavement Markers as Vehicle Positioning Guides with Other Longitudinal Markings Option: Raised pavement markers may be used as positioning guides with longitudinal line markings without necessarily conveying information to the road user about passing or lane-use restrictions.In such applications,markers may be positioned between the two lines of a one-way or two-way no-passing zone marking or positioned in line with or immediately adjacent to single solid or broken centerline or lane line markings. gap(see Section 3B.11). .. ' . _- • . .. .._ - Option: Where it is desired to alert the road user to changes in the travel path, such as on sharp curves or on transitions that reduce the number of lanes or that shift traffic laterally,the spacing may be reduccd to N or less shown in Details 16, 17, 19,20,22 or 23 may be used. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-11 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) ondition& Standard: The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Section 3B.13 Raised Pavement Markers Supplementing Other Markings Guidance: The use of raised pavement markers for supplementing longitudinal line markings should conform to the following: A.Lateral Positioning 1. When supplementing double line markings,pairs of raised pavement markers placed laterally in line with or immediately outside of the two lines should be used. 2. When supplementing wide line markings,pairs of raised pavement markers placed laterally adjacent to each other should be used. B.Longitudinal Spacing , should be used. 3. When supplementing dotted line markings,a spacing appropriate for the application should be used. 4. When supplementing longitudinal line markings through at-grade intersections,one raised pavement marker for each short line segi lent should be used. N should be used. Standard: The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Option: Raised pavement markers also may be used to supplement other markings for channelizing islands or approaches to obstructions. Section 38.14 Raised Pavement Markers Substituting for Pavement Markings Option: Retroreflective or internally illuminated raised pavement markers,or nonretroreflective raised pavement markers supplemented by retroreflective or internally illuminated markers,may be substituted for markings of other types. Guidance: If used,the pattern and color of the raised pavement markers should simulate the pattern and color of the markings for which they substitute. The normal spacing of raised pavement markers,when substituting for other markings,should be determined in terms of the standard length of the broken line segment. Option: The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red. Standard: If raised pavement markers are used to substitute for broken line markings,a group of three to• five markers • . • - . • . . • •• • • . • • • • • • - :. shall be used.If N k Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-12 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) • • .. • , . , • ' • • .•. .At least one retroreflective or internally illuminated marker per group shall be used or a retroreflective or internally illuminated marker shall be installed midway in each gap between successive groups of nonretroreflective markers. A . . . • .. .. . . . • . . . . . .. . .. • .. . uv gi oater-than NP1 The widths and patterns of raised pavement markers shall conform to the details shown in Figures 3A- 101(CA)through 3A-112(CA).See Section 3A.05. Guidance: Raised pavement markers should not substitute for right edge line markings. Standen •. . . . . . . •• . . . ... •. • • . . . .. • • • - • - Option: When substituting for wide lines,raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Standard: If used on State highways,internally-illuminated raised pavement markers shall be installed by an encroachment permit and include a maintenance agreement as a provision of the permit for the service life of the markers. Section 3B.15 Transverse Markings Standard: Transverse markings,which include shoulder markings,word and symbol markings,stop lines, yield lines,crosswalk lines,speed measurement markings,speed hump markings,parking space markings,and others,shall be white unless otherwise specified herein. Guidance: Because of the low approach angle at which pavement markings are viewed,transverse lines should be proportioned to provide visibility equal to that of longitudinal lines. Standard: Pavement marking letters,numerals,and symbols shall be installed in accordance with the Pavement Markings chapter of the"Standard Highway Signs"book(see Section 1A.11). Crosswalk markings near schools shall be yellow.Refer to CVC 21368 and Part 7. Support: Refer to Department of Transportation's Standard Plans for pavement marking letters, numerals and symbols.See Section 1A.11 for information regarding this publication Section 3B.16 Stop and Yield Lines Standard: If used,stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If used,yield lines(see Figure 3114 3B-14(CA))shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is intended or required to be made. Guidance: Stop lines should be 300 to 600 mm(12 to 24 in)wide. Stop lines should be used to indicate the point behind which vehicles are required to stop,in compliance with a STOP(R1-1)sign,traffic control signal,or some other traffic control device,except YIELD signs. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-13 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) The individual triangles comprising the yield line should have a base of 300 to 600 mm(4-24e 24 in) wide and a height equal to 1.5 times the base.The space between the triangles should be 75 to 300 mm(34e 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD(Rl-2)sign or a Yield Here to Pedestrians(R1-5 or R1-5a)sign. Guidance: If used, stop and yield lines should be placed a minimum of 1.2 m(4 ft)in advance of the nearest crosswalk line at controlled intersections,except for yield lines at roundabout intersections as provided for in Section 3B.24 and at midblock crosswalks. In the absence of a marked crosswalk,the stop line or yield line should be placed at the desired stopping or yielding point,but should be placed no more than 9 m(30 ft)nor less than 1.2 m(4 ft)from the nearest edge of the intersecting traveled way. Stop lines should be placed to allow sufficient sight distance to all other approaches to an intersection. If used at an unsignalized midblock crosswalk,yield lines should be placed adjacent to the Yield Here to Pedestrians sign located 6.1 to 15 m(20 to 50 ft)in advance of the nearest crosswalk line,and parking should be prohibited in the area between the yield line and the crosswalk(see Figure 3B-15). Stop lines at midblock signalized locations should be placed at least 12 m(40 ft)in advance of the nearest signal indication(see Section 4D.15). Support: Drivers who yield too close to crosswalks on multi-lane approaches place pedestrians at risk by blocking other drivers' views of pedestrians. Support: As defined in CVC 377,a limit line"is a solid white line not less than 300 mm(12 in)nor more than 600 mm(24 in) wide,extending across a roadway or any portion thereof to indicate the point at which traffic is required to stop in compliance with legal requirements. Standard: For all purposes,limit line(s)as defined per CVC 377shail mean stop line(s). A limit line shall be placed in conjunction with STOP(R1-1)signs on paved approaches,except where marked crosswalk exists. Guidance: If a sidewalk exists,the limit line should be placed in advance of an unmarked crosswalk area. Option: A limit line may be placed in advance of a crosswalk where vehicles are required to stop, in compliance with a STOP (R1-1)sign,traffic control signal or some other traffic control device. Support: If a marked crosswalk is in place,it would normally function as a limit line. Typical limit line markings are shown in Figure 3B-103(CA). Standard: The individual triangles comprising the yield line shall have a base of 0.6 m(2 ft)wide and a height of 0.9 m (3 ft).The space between the triangles shall be 0.3 m(1 ft). Support: Figure 3B-14(CA)shows typical yield line layout for streets and highways. Section 3B.17 Crosswalk Markings Support: Crosswalk markings provide guidance for pedestrians who are crossing roadways by defining and delineating paths on approaches to and within signalized intersections,and on approaches to other intersections where traffic stops. Crosswalk markings also serve to alert road users of a pedestrian crossing point across roadways not controlled by highway traffic signals or STOP signs. At nonintersection locations,crosswalk markings legally establish the crosswalk. January 21,2010 Chapter 3B—Pavement and Curb Markings Part 3-Markings California MUTCD Page 3B-14 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Standard: When crosswalk lines are used,they shall consist of solid white lines that mark the crosswalk.They shall be not less than 430-n (6 in)300 mm(12 in)nor greater than 600 mm(24 in)in width. Guidance: If transverse lines are used to mark a crosswalk,the gap between the lines should not be less than 1.8 m (6 ft).If diagonal or longitudinal lines are used without transverse lines to mark a crosswalk,the crosswalk should be not less than 1.8 m(6 ft)wide. Crosswalk lines,if used on both sides of the crosswalk, should extend across the full width of pavement or to the edge of the intersecting crosswalk to discourage diagonal walking between crosswalks(see Figures 3B-15 and 3B-16). Crosswalks should be marked at all intersections where there is substantial conflict between vehicular and pedestrian movements. Marked crosswalks also should be provided at other appropriate points of pedestrian concentration,such as at loading islands,midblock pedestrian crossings,or where pedestrians could not otherwise recognize the proper place to cross. Crosswalk lines should not be used indiscriminately.An engineering study should be performed before they are installed at locations away from highway traffic signals or STOP signs. Because nonintersection pedestrian crossings are generally unexpected by the road user,warning signs (see Section 2C.41)should be installed and adequate visibility should be provided by parking prohibitions. Support: Section 3B.16 contains information regarding placement of stop line markings near crosswalk markings. Option: For added visibility,the area of the crosswalk may be marked with white diagonal lines at a 45-degree angle to the line of the crosswalk or with white longitudinal lines parallel to traffic flow as shown in Figure 3B-16. When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be omitted.This type of marking may be used at locations where substantial numbers of pedestrians cross without any other traffic control device,at locations where physical conditions are such that added visibility of the crosswalk is desired, or at places where a pedestrian crosswalk might not be expected. Guidance: If used,the diagonal or longitudinal lines should be 300 to 600 mm(12 to 24 in)wide and spaced 300 to 1500 mm(12 to 60 in)apart. The marking design should avoid the wheel paths,and the spacing should not exceed 2.5 times the line width. Option: When an exclusive pedestrian phase that permits diagonal crossing is provided at a traffic control signal, a marking as shown in Figure 3B-17 may be used for the crosswalk. Standard: Crosswalk markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: Pedestrian crosswalk markings may be placed at intersections, representing extensions of the sidewalk lines, or on any portion of the roadway distinctly indicated for pedestrian crossing.Refer to CVC 275. Guidance: In general,crosswalks should not be marked at intersections unless they are intended to channelize pedestrians. Emphasis is placed on the use of marked crosswalks as a channelization device. The following factors may be considered in determining whether a marked crosswalk should be used: • Vehicular approach speeds from both directions. • Vehicular volume and density. • Vehicular turning movements. • Pedestrian volumes. • Roadway width. • Day and night visibility by both pedestrians and motorists. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-15 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) • Channelization is desirable to clarify pedestrian routes for sighted or sight impaired pedestrians. • Discouragement of pedestrian use of undesirable routes. • Consistency with markings at adjacent intersections or within the same intersection. Option: Crosswalk markings may be established between intersections(mid-block)in accordance with CVC 21106(a). Guidance: Mid-block pedestrian crossings are generally unexpected by the motorist and should be discouraged unless,in the opinion of the engineer,there is strong justification in favor of such installation.Particular attention should be given to roadways with two or more traffic lanes in one direction as a pedestrian may be hidden from view by a vehicle yielding the right-of-way to a pedestrian. Option: When diagonal or longitudinal lines are used to mark a crosswalk,the transverse crosswalk lines may be omitted. Standard: However,when the factor that determined the need to mark a crosswalk is the clarification of pedestrian routes for sight-impaired pedestrians,the transverse crosswalk lines shall be marked. Option: At controlled approaches, limit lines(stop lines)help to define pedestrian paths and are therefore a factor the engineer may consider in deciding whether or not to mark the crosswalk. Where it is desirable to remove a marked crosswalk,the removal may be accomplished by repaving or surface treatment. Guidance: A marked crosswalk should not be eliminated by allowing it to fade out or be worn away. Support: The worn or faded crosswalk retains its prominent appearance to the pedestrian at the curb, but is less visible to the approaching driver. Standard: Notification to the public shall be given at least 30 days prior to the scheduled removal of an existing marked crosswalk.The notice of proposed removal shall inform the public how to provide input related to the scheduled removal and shall be posted at the crosswalk identified for removal.Refer to CVC 21950.5 Option: Signs may be installed at or adjacent to an intersection directing that pedestrians shall not cross in a crosswalk indicated at the intersection in accordance with CVC 21106(b). White PED XING pavement markings may be placed in each approach lane to a marked crosswalk,except at intersections controlled by traffic signals or STOP or YIELD signs. Section 3B.18 Parking Space Markings Support: Marking of parking space boundaries encourages more orderly and efficient use of parking spaces where parking turnover is substantial.Parking space markings tend to prevent encroachment into fire hydrant zones, bus stops,loading zones,approaches to intersections,curb ramps,and clearance spaces for islands and other zones where parking is restricted.Examples of parking space markings are shown in Figure 3B 18 38-18(CA). Standard: Parking space markings shall be white. Option: Blue lines may supplement white parking space markings of each parking space designated for use only by persons with disabilities. Support: Additional parking space markings for the purpose of designating spaces for use only by persons with disabilities are discussed in Section 3B.19 and illustrated in Figure 3B 19 3B-19(CA). Support: Refer to CVC 22500 through 22522 for parking space markings. Refer to Section 2B.39 for Parking Regulations. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-16 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Policy on Parking Restrictions Option: Local authorities may, by ordinance,provide for the establishment of parking meter zones and cause streets and highways to be marked with white lines designating parking spaces. Refer to CVC Section 22508. Standard: Where the proposed zones are on State highways,the ordinances shall be approved by the Department of Transportation. Local authorities shall furnish a sketch or map showing the definite location of all parking meter stalls on State highways before departmental approval is given. Support: The District Directors have been delegated the authority to approve such ordinances. The desirable dimensions of parking meter stalls are 2.4 m(8 ft)by 7.3 m (24 ft)with a minimum length of 6.1 m(20 ft). Guidance: At all intersections,one stall length on each side measured from the crosswalk or end of curb return should have parking prohibited.A clearance of 1.8 m (6 ft)measured from the curb return should be provided at alleys and driveways. At signalized intersections parking should be prohibited for a minimum of two stall lengths on the near side and one stall length on the far side. See Figure 3B-18(CA). Standard: The departmental approval for the installation of the parking meters shall be covered by an encroachment permit. Option: Local authorities may by ordinance permit angle parking. Refer to CVC 22503. Support: Department of Transportation does not approve ordinances establishing angle parking on State highways. Diagonal parking stalls are not permitted on State highways. Section 3B.19 Pavement Word and Symbol Markings Support: Word and symbol markings on the pavement are used for the purpose of guiding,warning, or regulating traffic. Symbol messages are preferable to word messages. Examples of standard word and arrow pavement markings are shown in Figures 3B 20 3B-20(CA)and 343 21 3B-21(CA). Normally,pavement word and symbol markings supplement standard signing. Standard: Word and symbol markings shall be white,except as otherwise noted in this Section. Guidance: Letters and numerals should be 1.8 m(6 ft)2.44 m(8 ft)or more in height. Word and symbol markings should not exceed three lines of information. If a pavement marking word message consists of more than one line of information, it should read in the direction of travel.The first word of the message should be nearest to the road user. Except for the two opposing arrows of a two-way left-turn lane marking(see Figure 3B-7),the longitudinal space between word or symbol message markings,including arrow markings, should be at least four times the height of the characters for low-speed roads,but not more than ten times the height of the characters under any conditions. The number of different word and symbol markings used should be minimized to provide effective guidance and avoid misunderstanding. Except as noted in the Option,pavement word and symbol markings should be no more than one lane in width. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-17 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) Guidance: Standard: If used,the SCHOOL pavement marking shown in Figure 3B-20(CA)and 7C-101(CA)shall be used and it shall be restricted to a single lane(See Section 7C.06). Word and symbol markings near schools shall be yellow as provided in CVC 21368.See Part 7. Option: Pavement word and symbol markings sheull may be proportionally sc-aled spaced to fit within the width of the facility upon which they are applied. Option: On narrow,low-speed shared-use paths,the pavement words and symbols may be smaller than suggested,but to the relative scale. Standard: The International Symbol of Accessibility parking space markings may shall be placed in each parking space designated for use by persons with disabilities.A blue background with white border may shall supplement the wheelchair symbol as shown in Figure 3B 19 3B-19(CA). If used, new construction of accessible off-street parking spaces,and,loading and unloading areas shall include pavement marking details shown on Figure 3B-19(CA),or as shown on the Department's Revised Standard Plan A90A.The loading and unloading area shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). If used,new construction of accessible on-street parking shall include a blue painted curb,as shown on the Department's Revised Standard Plan A90B.If on-street parking designated and designed for persons with disabilities includes a loading and unloading area,it shall be marked by a border and hatched lines.The border shall be painted blue and the hatched lines shall be painted a suitable contrasting color to the parking space (blue or white paint is preferred). Loading and unloading areas shall include the words"NO PARKING"within the blue border and shall be painted in white letters no less than 0.3 m(12 in)high(See detail in Figure 38-19(CA)). Refer to California Code of Regulations Title 24,Section 11298.4. Standard: Where through traffic lanes approaching an intersection become mandatory turn lanes,lane-use arrow markings(see Figure 3B 21 3B-21(CA))shall be used and shall be accompanied by standard signs. Lane use,lane reduction,and wrong-way arrow markings shall be designed as shown in Figure 3B 21 3B-21(CA). Guidance: Where through lanes become mandatory turn lanes,signs or markings should be repeated as necessary to prevent entrapment and to help the road user select the appropriate lane in advance of reaching a queue of waiting vehicles. Option: Lane-use arrow markings(see Figure 3B 21 3B-21(CA))may be used to convey either guidance or mandatory messages. The ONLY word marking(see Figure 3B 20 3B-20(CA))may be used to supplement lane-use arrow markings(see Figure 3B-22). In situations where a lane reduction transition occurs,the lane reduction arrow markings shown in Figure 3B 21 3B-21(CA)may be used. Guidance: Where crossroad channelization or ramp geometries do not make wrong-way movements difficult,a lane-use arrow should be placed in each lane of an exit ramp near the crossroad terminal where it will be clearly visible to a potential wrong-way road user(see Figure 3B 23 3B-23(CA)). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-18 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Option: The wrong-way arrow markings shown in Figure 3B 21 3B-21(CA)may be placed near the downstream terminus of a ramp as shown in Figures 3B 23 3B-23(CA)and 3B 21 to indicate the correct direction of traffic flow and to discourage drivers from traveling in the wrong direction. A yield-ahead triangle symbol or YIELD AHEAD word pavement marking may be used on approaches to intersections where the approaching traffic will encounter a YIELD sign at the intersection(see Figure 3B- 25). Support: Lane-use arrow markings are often used to provide guidance in turn bays(see Figure 3B-22),where turns may or may not be mandatory, and in two-way left-turn lanes(see Figure 3B-7). Arrows: Standard: Where a turning movement is mandatory,an arrow marking accompanied by a regulatory sign shall be used. However,when an additional clearly marked lane is provided for the approach to the turning movement, the sign is not required.Refer to CVC 22101. Support Examples of entrance/exit ramp terminal signs and pavement markings are shown in Figure 3B-23(CA). Guidance: The Type V arrows and warning signs,as shown in Figure 3B-104(CA),should be used at locations where motorists could perceive that they are on a one-way roadway when,in fact,they are on a two lane, two-way highway. Following are some typical situations: • Construction sites where a two-lane highway is being converted to a freeway or an expressway. • Two-lane, two-way highways where ultimate freeway or expressway right-of-way has been purchased and grading for the full width has been completed. • Two-lane,two-way highways following long sections of multi-lane freeway or expressway. Exit Ramp Arrows: Standard: A minimum of two pavement arrows shall be placed on each freeway exit ramp lane. A Type V arrow shall be the first arrow,on the ramp,in the direction of travel when exiting the freeway. Where a mandatory movement is required,a Type I, II,Ill,IV,VII,or VIII arrow shall be placed with its point approximately 6.10 m (20 ft)preceding the limit line,crosswalk or"STOP"pavement legend.Where no mandatory movement is required,a Type V arrow shall be used at this location. All other additional arrows,when used,shall be a minimum of 7.32 m(24 ft)in length. All arrows shall be placed in the center of the lane and spaced approximately 30 m(100 ft)to 90 m(300 ft) apart. Guidance: The actual position and spacing should be determined in the field to provide the optimum visibility for traffic that may attempt to enter the exit ramp in the wrong direction. Support: See Figures 3B-21(CA)and 3B-23(CA). Entrance Ramp Arrows: Standard: A minimum of one Type I arrow,not less than 5.49 m(18 ft)in length,shall be positioned in the center of each freeway entrance ramp lane so that it is clearly in view of a right-way driver. Guidance: The distance between arrows,when more than one per lane is needed, should be 30 m(100 ft)to 90 m(300 ft).The Type V arrow should not be used on entrance ramps. Support: See Figures 3B-21(CA)and 3B-23(CA). Additional information on signing of ramp terminals is shown in Section 2E.50. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-19 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Turn Lane Arrows: Standard: One directional arrow,a minimum of 2.44 m(8 ft)in length,shall be placed in the center of each turning lane near the point of entrance. Option: High approach speeds may justify the use of a longer arrow.Two or more arrows may be placed in long turning lanes. Support: See Figures 3B-7(CA)and 38-101(CA). Support: Refer to Section 2E50 for Wrong-Way Traffic Control at Interchange Ramps. Option: Word and symbol markings may include,but are not limited to,the following. Other words or symbols may also be used under certain conditions. A. Regulatory: 1. STOP 2. RIGHT(LEFT)TURN ONLY 3. 40 km/h(25 MPH) 4. Arrow Symbols B. Warning: 1. STOP AHEAD 2. YIELD AHEAD 3. YIELD AHEAD Triangle Symbol 4. SCHOOL XING 5. SIGNAL AHEAD 6. PED XING 7. SCHOOL 8. RXR 9. BUMP 10. HUMP C. Guide: 1. US 40 2. STATE 135 3. ROUTE 40 Standard: Except at the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line(see Section 3B.16)and STOP sign(see Section 2B.04).At the ends of aisles in parking lots,the word STOP shall not be used on the pavement unless accompanied by a stop line. The word STOP shall not be placed on the pavement in advance of a stop line,unless every vehicle is required to stop at all times. The yield-ahead triangle symbol or YIELD AHEAD word pavement marking shall not be used unless a YIELD sign(see Section 2B.08)is in place at the intersection.The yield-ahead symbol marking shall be as shown in Figure 3B-25. Guidance: A STOP pavement marking should be placed on all but minor approaches to State highways not controlled by signals. Option: Pavement markings with appropriate figures may be used to supplement speed limit signs. See Section 2B.13. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-20 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Section 3B.20 Speed Measurement Markings Support: A speed measurement marking is a transverse marking placed on the roadway to assist the enforcement of speed regulations. Standard: Speed measurement markings,if used,shall be white,and shall not be greater than 600 mm(24 in) in width. Option: Speed measurement markings may extend 600 mm(24 in)on either side of the centerline or 600 mm(24 in)on either side of edge line markings at 400 m(0.25 mi)intervals over a 1.6 km(1 mi)length of roadway. When paved shoulders of sufficient width are available,the speed measurements markings may be placed entirely on these shoulders.Advisory signs may be used in conjunction with these markings(see Figure 3B 4 13B-105(CA)). Support: The California Highway Patrol patrols certain highways with both helicopters and fixed-wing aircraft.The purpose of the patrol is to monitor traffic, provide motorist assistance and initiate appropriate enforcement action. In order to make the air patrol effective,the California Highway Patrol and Department of Transportation have agreed upon markings and signs as shown in Figure 3B-105(CA). Option: Speed measurement markings may be placed on the right shoulder in areas patrolled by aircraft as requested by the California Highway Patrol. Standard: Where there is an equation of more than 30 m(100 ft)in a 1.6 km(1 mi)posting,a white'X'pavement marking shall be placed at each end of the section to indicate the markings are less than 1.6 km(1 mi)apart. Guidance: The SPEED ENFORCED BY AIRCRAFT(R48-2(CA))sign should be used for both directions of travel and should be spaced at 40 km(25 mi) intervals. Pavement marking should be placed on the shoulder in one direction only, except where the opposing roadway is widely separated. Option: In areas where identifying features are widely separated,white 0.91 m(3 ft)high post kilometer(mile)numbers may be placed at 8 km(5 mi)points where needed for aircraft reference. Standard: Markings shall not be on the traveled way. Option: If routes with narrow shoulders are requested for marking,the standard marking shape may be modified to provide an equivalent area without encroaching on the traveled way or the Alternate Marking System described. Support: The Alternate Marking System is a 200 mm(8 in)wide solid white longitudinal line,6.1 m(20 ft)in length and in line with the right edge line. It is preceded and followed by a 6.1 m(20 ft)gap in the right edge line. Section 3B.21 Curb Markings Support: Curb markings are most often used to indicate parking regulations or to delineate the curb. Standard: Signs shall be used with curb markings in those areas where curb markings are frequently obliterated by snow and ice accumulation unless the no parking zone is controlled by statute or local ordinance. Where curbs are marked,the colors shall conform to the general principles of markings(see Section 3A.04). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-21 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Guidance: Except as noted in the Option,when curb markings are used without signs to convey parking regulations, a legible word marking regarding the regulation(such as"No Parking"or"No Standing")should be placed on the curb. Option: Curb markings without word markings or signs may be used to convey a general prohibition by statute of parking within a specified distance of a STOP sign,driveway,fire hydrant,or crosswalk. Guidance: • . - - -- -- -- --- - - - -- - -- -- - -- -- - - - - - --- ---- - - - - -- --- - -- o b s t r u c t i o n. Support: Refer to Chapter 3C(Object Markers)for marking noses of raised medians and curbs of islands. parking-reg ien. Refer to CVC 21458 quoted later in this section. Support: Since yellow and white curb markings are frequently used for curb delineation and visibility,it is advisable to establish parking regulations through the installation of standard signs(see Sections 2B.39 through 2B.41). Where the curbs of the islands become parallel to the direction of traffic flow,it is not necessary to mark the curbs unless an engineering study indicates the need for this type of delineation. Curbs at openings in a continuous median island need not be marked unless an engineering study indicates the need for this type of marking. Support: Refer to Section 28.39 for Parking Regulations. In California,curb markings are not used for delineating traffic.They are mainly used for parking regulations. Standard: The color of curb markings shall conform to CVC 21458 quoted below: (a)Whenever local authorities enact local parking regulations and indicate them by the use of paint upon curbs,the following colors only shall be used,and the colors indicate as follows: (1)Red indicates no stopping,standing,or parking,whether the vehicle is attended or unattended, except that a bus may stop in a red zone marked or sign posted as a bus loading zone. (2)Yellow indicates stopping only for the purpose of loading or unloading passengers or freight for the time as may be specified by local ordinance. (3)White indicates stopping for either of the following purposes: (A) Loading or unloading of passengers for the time as may be specified by local ordinance. (B)Depositing mail in an adjacent mailbox. (4)Green indicates time limit parking specified by local ordinance. (5)Blue indicates parking limited exclusively to the vehicles of disabled persons and disabled veterans. (b)Regulations adopted pursuant to subdivision(a)shall be effective on days and during hours or times as prescribed by local ordinances. Parking regulations shall be covered by ordinance or order of the authority having jurisdiction over the street or highway. Option: Curb markings may supplement standard signs. Prohibitions or restrictions enacted by local authorities under Sections 22506 or 22507 may be indicated by marking curbs as prescribed by CVC Section 21458. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-22 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Policy on Parking Restrictions Support: Loading Zones-Local authorities are authorized by Section 21112 of the CVC to license and regulate the location of stands on streets and highways for use of taxicabs and other public carriers for hire.Where such stands are located on State highways,and highway maintenance is not delegated to the local authority,the approval of the Department is required.The District Directors have been delegated authority to approve local ordinances establishing such stands. Loading zone ordinances restricted for certain segments of traffic such as"hotel patrons only"will not be approved. Bus stand ordinances are generally approved. Standard: Whenever practicable,bus stands shall be located on the far side of the intersection. Section 3B.22 Preferential Lane Word and Symbol Markings Standard: When a lane is assigned full or part time to a particular class or classes of vehicles,preferential lane markings shall be used. Signs or signals shall be used with preferential lane word or symbol markings. All preferential lane word and symbol markings shall be white. All preferential lane word and symbol markings shall be positioned laterally in the center of the preferred-use lane. Support: Preferential lanes identify a wide variety of special uses,including,but not limited to,high-occupancy vehicle(HOV)lanes,bicycle lanes,bus only lanes,taxi only lanes,and light rail transit only. Standard: Where a preferential lane use is established,the preferential lane shall be marked with one or more of the following symbol or word markings for the preferential lane use specified: A.HOV lane—the preferential lane use marking for high-occupancy vehicle lanes shall consist of white lines formed in a diamond shape symbol or the word message HOV.The diamond shall be at least 0.75 m(2.5 ft)wide and 3.7 m(12 ft)in length.The lines shall be at least 150 mm(6 in) in width. B.Bicycle lane—the preferential lane use marking for a bicycle lane shall consist of a bicycle symbol or the word marking BIKE LANE(see Chapter 9C and Figures 9C-1 and 9C-3 through 9C-6). C.Bus only lane—the preferential lane use marking for a bus only lane shall consist of the word marking BUS ONLY. D.Taxi only lane—the preferential lane use marking for a taxi only lane shall consist of the word marking TAXI ONLY. E.Light rail transit lane—the preferential lane use marking for a light rail transit lane shall consist of the letter T. F.Other preferential lane use markings shall be identified in accordance with Section 3B.23. If two or more preferential lane uses are permitted in a single lane,the symbol or word marking for each preferential lane use shall be installed. Guidance: Engineering judgment should determine the need for supplemental devices such as tubular markers, traffic cones,or flashing lights. Support: The spacing of the markings is an engineering judgment that is based on the prevailing speed,block lengths,distance from intersections,and other factors that affect clear communication to the road user. Markings spaced as close as 24 m(80 ft)apart might be appropriate on City streets,while markings spaced 300 m(1,000 ft)150 m(500 ft)might be appropriate for freeways(Refer to HOV Guidelines)and 56 m(180 ft)for onramps(Refer to Ramp Meter Design Manual).See Section 1A.11 for information regarding these publications. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-23 (FHWA's MUTCD 2003 including Revisions1 and 2,as amended for use in California) OPtieffi .. - - .. - .. . • .-. . . . .. _ .. - . . ._ .. . .. Support: For State highways,see Department of Transportation's High Occupancy Vehicle(HOV)Guidelines and Ramp Meter Design Manual.See Section 1A.11 for information regarding these publications. High Occupancy Vehicle(HOV)lanes are lanes where usage is restricted to a class of vehicle occupancy.HOV lane assignments could be made on a full-time or part time basis.Freeway mainline HOV lanes can be operated as physically separated,buffer separated,reversible,contiguous,or as contra-flow facilities.HOV lanes can also be operated on county roads or city streets. The HOV lane symbol(diamond shape)is shown in Figure 3B-106(CA). Section 3B.23 Preferential Lane Longitudinal Markings for Motor Vehicles Standard: Preferential lane longitudinal markings for motor vehicles shall be marked with the appropriate word or symbol pavement markings in accordance with Section 3B.22. Support: Preferential lanes can take many forms depending on the level of usage and the design of the facility. They might be physically separated from the other travel lanes by a barrier,median,or painted neutral area, or they might be concurrent with other travel lanes and be separated only by longitudinal pavement markings.Further,physically separated preferential lanes might operate in the same direction or be reversible. Option: Preferential lanes may be operated either full-time(24 hours per day on all days),for extended periods of the day,or part-time(restricted usage during specific hours on specified days). Standard: The following four items are presented in tabular form in Table 3B4 3B-2(CA): A.Physically separated,nonreversible preferential lane—the longitudinal pavement markings for preferential lanes that are physically separated from the other travel lanes by a barrier, median,or painted neutral area shall consist of a single normal solid yellow line at the left edge of the travel lane(s),a single normal solid white line at the right edge of the travel lane(s),and if there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line(see Figure 3B-26a). B.Physically separated,reversible preferential lane—the longitudinal pavement markings for reversible preferential lanes that are physically separated from the other travel lanes by a barrier,median,or painted neutral area shall consist of a single normal solid white line at both edges of the travel lane(s),and if there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line(see Figure 3B-26a). C. Concurrent flow(left side)preferential lane—the longitudinal pavement markings for a full- time or part-time preferential lane on the left side of the other traveled lanes shall consist of a single normal solid yellow line at the left edge of the preferential travel lane(s)and one of the following at the right edge of the preferential travel lane(s): 1. • : : . : • : :. • :• • :.: • ; • • • : : : ::: • : : -: : . 2.A single solid wide white line where crossing is discouraged(see Figure 3B-26c). 3.A single broken wide white line where crossing is permitted(see Figure 3B-26d)at ingress/egress segments for physically separated full-time preferential lanes. 4.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate for only certain periods of the day.In these cases,markings shall conform to the purpose the lane serves a majority of the time. If there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-24 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) D. Concurrent flow(right side)preferential lane—the longitudinal pavement markings for a full- time or part-time preferential lane on the right of the other travel lanes shall consist of a single normal solid white line at the right edge of the preferential travel lane(s)if warranted and one of the following at the left edge of the preferential travel lane(s): 1. • : : . : • : :: •:: . ' .• • ; " :. • : . .•.• • : . . 2.A single solid wide white line where crossing is discouraged(see Figure 3B-26c). 3.A single broken wide white line where crossing is permitted(see Figure 3B-26d)at ingress/egress segments for physically separated full-time preferential lanes. 4.A single dotted normal white line where crossing is permitted for any vehicle to perform a right turn maneuver(see Figure 3B-26e). 5.A single broken 100 mm(4 in)white line where crossing is permitted on preferential lanes that operate for only certain periods of the day.In these cases,markings shall conform to the purpose the lane serves a majority of the time. If there are two or more preferential lanes,the preferential travel lanes shall be separated with a normal broken white line. wee_ Option: When concurrent flow preferential lanes and other travel lanes are separated by more than 1.2 m(4 ft) 3.6 m(12 ft)or more,chevron markings should may be placed in the neutral area. Guidance: If used, the The chevron spacing should be 30 m(100 ft)60 m(200 ft)or greater. OPtiew - - -•:- -• - •-: •-. N' .._ - - Support: -- . . . . _ . - - - . ... The striping pattern for the lane lines between the HOV lane and the adjacent normal flow lanes will vary depending on the condition.See Department of Transportation's High Occupancy Vehicle(HOV)Guidelines and Ramp Meter Design Manual for the appropriate HOV lane line striping patterns and markings. See Section 1A.11 for information regarding these publications. Section 3B.24 Markings for Roundabout Intersections Support: Roundabout intersections are distinctive circular roadways that have the following three critical characteristics: A. A requirement to yield at entry which gives a vehicle on the circular roadway the right-of-way; B.A deflection of the approaching vehicle around the central island;and C. A flare or widening of the approach to allow for proper operation as needed. Examples of markings for roundabout intersections are shown in Figures 3B-27 and 3B-28. Option: A yellow edge line may be placed around the inner(left)edge of the circular roadway. Guidance: A white line should be used on the outer(right)side of the circular roadway as follows: a solid line along the splitter island and a dotted line across the lane(s)entering the roundabout intersection. Edge line extensions should not be placed across the exits from the circular roadway. Where crosswalk markings are used,these markings should be located a minimum of 7.6 m(25 ft) upstream from the yield line, or,if none, from the dotted white line. Option: Lane lines may be used on the circular roadway if there is more than one lane. A yield line(see Section 3B.16)may be used to indicate the point behind which vehicles are required to yield at the entrance to a roundabout intersection. Standard: Bicycle lane markings shall not be provided on the circular roadway of a roundabout intersection. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-25 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Section 3B.25 Markings for Other Circular Intersections Support: Other circular intersections include but are not limited to rotaries,traffic circles,and residential traffic calming designs. Option: The markings shown in Figures 3B-27 and 3B-28 may be used at other circular intersections when engineering judgment indicates that their presence will benefit drivers or pedestrians. Section 3B.26 Speed Hump Markings Standard: If used,speed hump markings shall be a series of white markings placed on a speed hump to identify its location. Option: Speed humps,except those used for crosswalks,may be marked in accordance with Figure 3B-29.The markings shown in Figure 3B-30 may be used where the speed hump also functions as a crosswalk or speed table. Support: Per CVC 440, speed humps or bumps are not official traffic control devices. Section 3B.27 Advance Speed Hump Markings Standard: If used,advance speed hump markings shall be a special white marking placed in advance of speed humps or other engineered vertical roadway deflections such as dips. Option: Advance speed hump markings may be used in advance of an engineered vertical roadway deflection where added visibility is desired or where such deflection is not expected(see Figure 3B-31). Advance pavement wording such as BUMP or HUMP(see Section 3B.19)may be used on the approach to a speed hump either alone or in conjunction with advance speed hump markings.Appropriate advance warning signs may be used in conformance with Section 2C.24. Guidance: If used,advance speed hump markings should be installed in each approach lane. Section 3B.101(CA)Diagonal and Chevron Markings Guidance: Diagonal and chevron markings should be used,when in the opinion of an engineer,it is necessary to add emphasis or to discourage vehicular travel upon a paint formed roadway feature such as an unusually wide shoulder area,a pedestrian refuge island,or a traffic divisional or channelization island. Diagonal lines,when used,should be installed between an edge line and traffic island,or between pairs of double yellow lines. Chevron markings,when used,should be installed between channelizing lines for traffic flows in the same direction. Support: The applicable channelizing lines for chevron markings are shown in Figure 3A-110(CA), Details 36, 36A and 36B and pairs of lines shown in Figure 3A-112(CA), Details 38 and 38A. The diagonal lines or chevron markings are normally 300 mm(12 in)wide. Standard: Diagonal lines and chevrons shall be the same color as the line or lines to which they connect and shall point at a 45-degree forward angle. Diagonal lines or chevrons,if used,shall be the same color as the edge line. Option: The spacing between these lines may vary from 0.3 m(1 ft)in a pedestrian crosswalk to 60 m(200 ft)for vehicular traffic. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-26 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Section 3B.102(CA)Passing Lanes Standard: When a passing lane is provided,a two-direction no passing marking(see Figure 3A-104(CA))shall be used when the Average Daily Traffic(ADT)exceeds 3,000.See Figure 3B-107(CA). Option: Passing in both directions may be provided by alternating the direction of the middle lane at about 1.6 km(1 mi) intervals. A one-direction no passing marking(see Figure 3A-103(CA))with one or more YIELD TO UPHILL TRAFFIC (R55(CA))signs may be used when the ADT is 3,000 or less. Section 3B.103(CA)Truck Lanes Standard: When a climbing lane is provided on an upgrade and it is necessary to prohibit trucks from passing slower moving vehicles,a 200 mm(8 in)solid white line shall be used in place of the standard lane line stripe. The TRUCKS RIGHT LANE ONLY(R53B(CA))sign shall be placed at the beginning of the restriction and at approximately 0.4 km(1/4 mi)intervals.When the restriction is necessary only during certain hours,the Specific Hours/Days Plaque(R82A(CA))shall be placed below the R53B(CA)sign. The TRUCKS RIGHT LANE ONLY(R53B(CA))sign shall be placed at the beginning of the restriction and at approximately 0.4 km(1/4 mi)intervals.When the restriction is necessary only during certain hours,the Specific Hours/Days Plaque(R82A(CA))shall be placed below the R53B(CA)sign. A TRUCK LANE(R4-6)sign shall be placed in advance of the truck lane.An END TRUCK LANE(R53A(CA)) sign shall be placed at the end of the restriction.See Figure 3B-12(CA)for signing and marking the end of an extra lane. Section 3B.104(CA)Turn Lanes Support Refer to CVC 21460.5 for Two-Way Left-Turn Lanes. For details of two-way left-turn lanes,see Figure 3B-7(CA). For left turn channelization,see Figure 38-101(CA)and Department of Transportation's Highway Design Manual, Section 405.2. See Section 1A.11 for information regarding this publication. Standard: Left-turn or right-turn lanes shall be separated from the through lanes by a single solid 200 mm(8 in)wide white line as shown in Figure 3A-112(CA). Section 3B.105(CA)Turnouts Guidance: Paved turnouts should be marked with a 200 mm(8 in)wide single solid white line between the through lane and the turnout.The line should not extend through the entry and exit areas.See Figure 38-108(CA)and Department of Transportation's Highway Design Manual, Section 204.5(4). See Section 1A.11 for information regarding this publication. Turnouts should be 60 m(200 ft)to 150 m(500 ft)in length including a short taper of 15 m(50 ft)at each end. Turnouts should not be longer than 150 m(500 ft). The right edge line should be dropped throughout the length of the turnout. Option: Turnout length may be increased 30 m(100 ft)on down grades over 3%. Section 3B.106(CA)Rumble Strips Support: Rumble strips are bands of raised material or indentations formed or ground into the traveled way,on the centerline or shoulders. Rumble strips call the motorist's attention to standard warning or regulatory devices or otherwise alert drivers by transmitting sound and/or vibration through the vehicle. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-27 (FHWA's MUTCD 2003 including Revision) and 2,as amended for use in California) Option: Rumble strips may be used in the traveled way on California's streets and highways if the traffic engineer considers their use as the optimal solution to the identified problem. Rumble strips may be used upstream of stop-controlled or signalized intersections if one or more of the following conditions exist: • Engineering judgment indicates a special need due to sight distance restriction. • High approach speeds. • History of Ran-Stop-Sign crashes. Guidance: The use of rumble strips on State highways should be reviewed by the Department of Transportation's District Traffic Engineer or their representative. Option: Rumble strips may be incorporated into rehabilitation projects to replace existing rumble strips without an extensive review. Guidance: Requests should include a description of location, reasons for use,the alternatives which were considered,collision history and a discussion of standard traffic control devices which have been or are in place. Traveled Way Rumble Strips: Support: Rumble strips on the traveled way are 19 mm (0.75 in)or less in height if raised or 25 mm(1 in)or less in depth if rolled-in indentations,8.5 mm(0.33 in) +/- 1.5 mm(0.06 in)if ground-in indentations and generally extend across the travel lanes. A ground in rumble strip with the dimensions shown above has been field reviewed to confirm rideability for bicyclists&motorcyclists. There are several significant disadvantages to the use of rumble strips across the travel lanes.These include: • An abrupt rise in the roadway can present problems to bicyclists and motorcyclists. For this reason,there should be provisions made for cyclists to safely traverse through or around raised rumble strips. • Nearby residents may be subjected to noise. Typical locations where rumble strips on the traveled way have been used include: • End of a freeway. • In advance of toll booths. • Within a construction zone in advance of the workers. • In advance of a"T"Intersection where the motorist is not expecting to stop. Shoulder Rumble Strips: Support: Shoulder rumble strips are 19 mm (0.75 in)or less in height if raised 25 mm(1 in)in depth for rolled-in indentations and 8.5 mm(0.33 in)+/-1.5 mm(0.06 in)for ground-in indentations that extend along the highway shoulder.The maximum width of shoulder rumble strips is 300 mm(12 in)for both rolled-in and ground-in indentations. Guidance: Where bicycles are permitted,shoulder rumble strips should not be used unless approximately 1.5 m(5 ft)of clear shoulder width for bicycle use is available between the rumble strips and the outer edge of the shoulder. Standard: Ground-in rumble strip treatments that are greater than 8.5 mm(0.33 in)+1-1.5 mm(0.06 in)depth shall not be installed on shoulders where bicyclists are allowed. Option: Research findings indicate that the use of rumble strips on shoulders of freeways in remote areas may reduce drift- off-road collisions.Drifting off the road is most likely to be a problem on freeways with few interchanges and long tangents. Rumble strips may be used on other roadway types as well to address drift off roadway collisions at locations where they are a concern.The rumble strips may consist of grooves rolled into the hot mix as part of a resurfacing project,ground-in indentation in Portland Concrete Cement or Asphalt Concrete in existing roadway shoulders,or the application of a raised and inverted profile thermoplastic. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-28 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Guidance: When roadways in remote areas are to be resurfaced,consideration should be given to the drift-off-road problem and the use of rumble strips considered. Option: Table 38-101(CA)may be used by the District Traffic Engineer as a guide to determine the appropriate rumble strip treatment for various shoulder types. Centerline Rumble Strips: Support: Centerline rumble strips are currently being used experimentally at 2 and 3 lane locations in California and across the nation as a tool to address drift across the centerline collisions. Option: The District Traffic Engineer may consider the use of centerline rumble strips with other considerations as a means of addressing drift across the centerline collisions. (This space left intentionally blank) Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-62 (FHWA's MUTCD 2003 including Revisions 1 and 2,as amended for use in California) Figure 38-20(CA). Examples of Elongated Letters for Word Pavement Markings (Sheet 1 of 2) D:M' y 1 1 'Na iN 'i i iiN11I;'i iPA Na 'a.' +rill Rit„N 011*Wa,.till 1110118.1 1 111.111 101 111$ ,1 1111 11111 H 11 h 11 14 tiel1114 f 1{*11 'tl'I 1itt 1 i 1111 JIM lift!t it 111111111 ItO i 111 1tIil111Q1yy1111 1_"I, " 1'1111.11 1 ! 14411 'ti1lt€al I..i 01411111ini li,1i111UI 1191 1 111-tB1111EHN'ii111 11I11 i+ 111NUIN1 1 al 11U1 llIN 1`III g111 1.111 'Ua111111U11!11111 � l 111.1' 111111 11111111i114 :111111.111 1 1-tlll1101I, 1111 1111. 1 111 11111Nl1 li l! '1 .411 111 t 1 111 HI 1 14 1 1 10 1 1 . 1 1 fl III If mil t Nil 101 Ni N`i, 411 til it;fill'11' 1111'Nil 11,11 t IIBiHII I itvi!EIi �F1ltint - ,1111111 11 101 :I� �INti11:'t. . III 111011$ III 11111th II 11:�i 1111 II 1 01 1 1 111€t I i 011 1 1111 n 1 i Nil i 111111111,1 'ti 101 11ii,,III 1,i 1'Nil'II'l NI tllil i ill( •11111 If, ki1iI11:N1 1110 It111Il1iy 1 ' III 10111111;111 •'II I!IIvILI'll' ,71111 1 11 1!1111 l 1 11111 i1 ' i gill 1 181141 I 1 011,11111 011 1€41 , II 11*4 4111 14 1144 1111011 1`I 1 1111 ''i 11111 I I 1 t l a i l li i 1111 0 =IM tw a i . Nil 1. '1:1'11111 N1t iqu�I,F ?M • lii ' 11111ill 11 11Nw Ilia 1 1114 f€0111 1 _Slim 1LU Ali il'1'i I i_ r NN1 !. �j' 'I iy visa:WU W. OW _ '_' 'iMI! I KiN VJ�II.UJ `- 4W m it Mara min maim MMl (Sall RN NMi alllIi'R. aW Al? MIN Nl ,ice' ' ' ,P.ar►'i'NIien !Ditty! Mk , i NM1:11w111•111101 :: JIIRI �a lwit.011NMI tal'1 'I1 1 t+! ' 1111 I iut' Iia :Nl " i lit i til 'N1U • 6111111.ill i N 11 I11 1 is 11 11g1111; 1" 'N iii1l11d! lit ' N Jill 11 Phil 1101,1411111•,,11111;11 1,_;..; II ' INU II, ■ 111 1.1 }1+,ii11111 '1 ' !11111 ! NryNy� E4 I"111!'101 II 111 ' 11 �It 111110 '1Ili'I41i 11!1111"`� NNW t X11!1 ii 111111 ! 10I 11' ' =11 €' i''IN ! 1! 1 i 'I P0l1' N1ti$I Iltll }l11 fowl'N ' "s iN ' ' i`Ji lift, II I III:!Ill'Ipill 1S lira l: IS pH1I!ItI ival 't 4IIIltull) ' . I It'141 11 111 M�I1011 N `111€011 t ., (Mow 00 1 1NN1I1111111of alum Niillull! _Mom i I 1 I I 1 WI N!N �Iim 0 .M�, . i„ iyl_ OM) 11,1 :W. Nil' 'i NMI Mltf1111 Ira i!IA`0.1 NI' _ NW um 111.1. Mom Wm 0W MMl Nay NMI 0,.11 1 pp NI M:Mt` iii %NM ?airlift� ! li N _ WI :lily ' 1111111; IN 1N31t(11on 41I II a'! i AN I' 1 ii ity I a0 ittl iil M ' iimi,blI wooiiNl 111 M N ; .N: 1 II 1'€ 111'1'1101,.11 1! , I. nl 1N i Il 1IM N. 11010 1 111■lN' s N11.M+111N I 'I 1 11 1 0 : ;111410 11111110 1 v 1 4 l u l l,NI I I 11'i � !� +N i q " I 101 IN r i N il WV 1, 11u111111 M/€1111 1'I .NI (I M 10 '11 1 Aix. ' N 11 Rill t; 11 1'10,1110V111 I$ i Illi1NM' l11Ni : 11,11-101 111 Na 111'11 Sri' tlIC 1400,1 11� 1 i i kW liri _ 01{41 II.1 i1 1NIi0*4 1 1 iowAEN It : +salt 1; l atom . � ,�Ipli Id i (Il ern :f i ,fU'l obi meow Mnt. gene M1aw. NW NMI NMl NMl M' �j MN 1 ' 7 { 1 NM11 Nat n Al IN-1141 141(1 14 11, 1441;11 Hiv 11:.'.11:I, 81 10 111 M rl F €I lt r, lilt.' . I:� 111II i NI i II i 0 I1 + 1111 ,N R ' V l 111 iVi 111 ' ' lid14 1111 1,01 ' i p (4 I .r € N 'li . 1' I, 1 n fi 111 €ll i Ili ' I l 11 i 4 twill ,14.1 I. Iv1 1'i;l i' 1 10 1t11 ill Oral , 01� , u J$W i ' N 0*1*I :pfa ' 1 f 0Mtt 1Ih !Mary 18tH VI .. !!. 155 Nw NW NMI NOT TO SCALE NOTES: 1. All letters and numerals should be In cotdormance with the standard alphabets for highiVay slims and pavement mares approved by Department at Ttsnspor+lalion. 2. The n details for various words are also shown in Department of Transportation's litandantPhins. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-63 (FHWA's MUTCD 2003 including Revisions) and 2,as amended for use in California) Figure 38-20(CA). Examples of Elongated Letters for Word Pavement Writings (Sheet 2 of 2) s, IN; PO r sry Ys ',1141, ►diNNNltit 0: MN'hl II .'tI 1,0E11`11 IIia1151111:. 111' ,1111∎1! 11 :II; 1 Nil iI II , ;Amin Ia1It iIl''III!.N: I (I tlfi fl 11 IlNlrl �l;lNN 1 I+ II I I SOWN II ��,'IWt' lii'£11111 11' HI 1II f II i 'IN! R'.d Nil 11! I III HII-t1 II 1 I !Iltl IMP 1111111! 119 III il11■I N t'liI ILi+i''_ ' 'til;t'1 l'1 II III,ii.1,ii (�WtiWlI!I__iMww i ;utt!WV_1M� IIittll_l11ww ' iitIIII 11 Laren 1∎11':∎,,1=. OW '!101;0!. OW iku, obi '. It.t.,l1. laid ∎Maw NNW Maw Maw NW NW NW NW , 1 i HO!WO O I I��0""t t Ii '1111 11 1:1 !WWI 1W pi ,qwi 1111 0 ii■ I'1 i;1, d qq0$I 1W II !WOW` ),Nip till M I:U 1»: P l 11!11150 r.l it I Ili' 11' 011 (,0' !•'' IIIINN all I I !NO Ith '1*1 11 l'Ni 1 1:1111 11N i NM:MI':pu i ,1, 1 _ i'-i,' l ltS l.!' .I.Isin N lT1'1ONI;III1Hi.1'1. INN gqllpIIra Mow ,)11tH Iii .h_�rw Op, I iiMi! it laws i _v.. g Jan MW 111,1 MW ;+n l.$t NW Mow War NI ow NW NW OW I' i 'I .,a, II ( 6 ii iS NON �I ! '' Bali 't'I �', ,t9`II ^ a11 , : A 0I ! i I e11 'I t 1 a It 01'1 I tti itn, IA ip∎ PI it I: antit I I'1 i 1 i,l;inl i, iIl ium ftaw nuI 1 II item !' Iii1 *Iwo pW N111li;-i OW 'MM NW Iliiw Mime I.. NW NW NW --- h---' -.-- Ail 0 ki,•:. 3 '1 '171 1.; . Maw 'Al.. Maw NW NW NW NOT TO SCALE NOTES: 1. All letters and numerals should be in conformance with the standard for highway signs and pavement markings approved by Department of Transportation. 2. The design details for various words are also shown in Department of Transport's Standard Plans. 3. Halisias"BIKE LANE"legends are shown on Figure SC-S(CA). Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-65 (FHWA's MUTCD 2003 including Revisionsl and 2,as amended for use in California) Figure 38-21(CA). Examples of Arrows for Pavement Markings(Sheet 1 of 2) 14-4,13•OR -01 _sol a; lie_ -al aill hi- -1°1 4141 14- A 4 —1- —1- --i-- *---- _ t --4---- /--, ,---- — . A -1- , 4_ — , 1....., , . ... i , — _ ___,_ e 4, '41- .41 L. 4ik f 1 . 111 1.1 - IF - I ---.. '11 - __ • .....1.i TYPE I ARROW , __ • I . __T_ I . _ _ . IN 11110110 ell -104 14-11.311stli II4 _ , _ _ - - - TYPE I ARROW ._ _ .. I - - Mao el al Old NS ism(11 1001111401 I _ 1411-131410111 -Pi 14-a3lati fli TYPE II 84 ARROW TYPE 1 ARROW PFOR TYPE 11 fin ARROW USE WM*RAGE) & a( %—Ill tit-toss000ll ,t( fr 14-----*shoot a>----01 toloAs solo:HI .. — . _ _ ---—— - - _ . ___ _ _ _ - — . * ' ,-- + - _ . Moms tt IIEV 14_ - - -- --- Clem(1 in •a - a- & . . __ • a . .. - it ----- - , , TYPE R/04 AIUKIW - - !... - - s.! (FOR TYPE WOO ARROW. -- - 4- - - . - ,. . USE MIRROR WARE) . .. . NOT TO SCALE , - - - - - _____ __..... . _It As.oto ime...4 1 0 Woka_.4 141_ Ohm MI 601.4.1 14.... pill-EJOI•E la Mail*, oasis TYPE N(B)ARROW TYPE NI NARROW TYPE NI(MARROW (FOR TYPE II(R) AR/WWW. USE WNW*mom NOTE: The design details for various arrows are also shown in Department of Travisportstiont Standard Plans. Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings California MUTCD Page 3B-86 (FHWA's MUTCD 2003 including Revisions! and 2,as amended for use in California) Figure 3B-103(CA). Examples of Intersection Markings c 4 g e I I N g 1.111 m ft)Min. N I 1 4-1.13m(6 s)Min. e r ��(See Noto�) I I 41 (See Nds a _ �... '`------1 —.. ) Q I 3 mm(11t-41'4 a 0.30"m(1 ft 4 1 I r E -111. E g e R1-1 I I E (See Note 2) E 8 c. 2-LANE MULTI-LANE LEGEND —► Diredlon of Travel NOT TO SCALE NOTES: 1. The Lbnit Lbte is optioned,refer to Section 3B.1$. The Lbw LMe on wide side roads on long radius comers may be beat at a 4rt angle for traNlc making a right turn. 2. When a Stop Ahead(W3-1)or STOP AHEAD(1013-1a)sign is used,a STOP AHEAD pavement waiting may be placed to avppternernt the sign ecccr ng to Section 35.17♦. (This space left intentionally blank) Chapter 3B—Pavement and Curb Markings January 21,2010 Part 3-Markings PROJECT LOCATION SURVEY DOCUMENTS SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside&San Bernardino County Surveyors Once) PREFACE: The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying(refer to Sub-section 6-1.10 "SURVEYING SERVICE"of these Special Provisions). All new and replaced survey ties shall be by transit method The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested(that)the search(sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried survey monument,then digging below the surface to uncover the monument within 2"of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments,which may be disturbed or covered during construction,to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in(I)tem(2.), above. Prior to the start of any construction work,the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original,in the surface of the construction. Key monuments shall be a minimum 1"inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments(section corners,quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character,including tag number,and submit it to the County Surveyor for review,signature and filing. NOTE: Parentheses above indicate changes to original text. 03 1126 1 e4U 011 , ' : , it4/31.iseleR ., 0 1 fr 1 I -t--7"---1---4---t-- ''-- - --' -- ----!-- = t ' t s ' 4 - * -4 . I / - < i f -t--------r—+ --- ---- ---7-------4---r- , , ,A , , .t.... . ...„*._.I,. ??1 :0 eyii ,.5 4 I-' ; ------- - -- a = - ; — I ; = -,. ; : i = ; 1 = 11. : ' , 1 ' =; _,L,L, - • ; • ,g• - la .411 _ 1 ;--,„ t - I--4- --- - +---4----,imirm „ -- -- - • . , , ' t I --- ' i I , ; f 1 , I 1---°•- -------- - Now , 1 "---4 1 ; -----'----4*-------t-- I I 1 ; • . t ' ' ' 1 ; t ' ._.....-t , ----_#. 4.. -,-----1_..-__.,.___.--_-____ -- #___ .-......._ - -- - -- # -- -- tr° --- --1- - - ----1- - -,---------- - —7-- , = ; , ; , , , 1 ; ; ; , = = I ; ; ; 1 ; ------------------;--------- -------- —7— - - '4" -4'- '--7- -7--7--t- ---7---1---7--7-- , I, if tit ' I ! it ' t • t • , t • t ,..._,_____„„_. ___, „,„„___ _ "'------`---7-""r--T - .; 1 , 1 't ! 1 1 1; 1 t ; ' -Tr t t 1 ;---------t-r-4----1-: --1---,--- -- - - -----------,-------1--- ---1---- f t ° 1 1 i 4-4-- -- - - ; tt- - --, --4-- -------1--i---4-4---- -- , --.----2.----;----I 1 ---4-4---44 -- -- - - -T.- -4- - -t t--44--- --- -----------4' ; 1 ; ' i i , i i 1 I I 1 t ' ' ' -"' 1- t---t-.---''''' '''"1- -' = , , " ■ ' ! , 1 * ' ' r : ' ■----t— f '-'- lr 1---"'--"-- • 7— 't ' i ' I -T-71-1- i 7-7 ----- ----1- -1-1--- ';----+---r-r--------';-----r-T-T----ff-1- . . , 1 --:- - ----1- 4--- ----;-----*-- * ------ 4=-4- - '-',- = i i ; , = 1 ; ' = / I I ; ■ , , J , _L. .44/Ai-t, 7 el pee--44 tr.f-4.8 4713 IT i 1 , , , '-------.- ------- in, '1 - .-----—4-- - -------1---U-444.. , ' -r- ' t l ' ' 1 t 1 : t } • t tt ■ ■ t . t , , ---'- --T--- '-'"7-----1 - `-', -'-- '+' 1,' -1-tf,.._'1 -,,, ':' * -4' "'-'-. IP -4 - —- 1 7"--4—'-`-'"-4-- = , , t , ,1/43#-•..- ,..' . ; 4----- 4- - `-----4- --1--t------t-----f• -rt—L----4-- -- j ---1--4---4----------.-- , -, ' t I ' ---4 -1.5.. t ;' „. ._,_ ,...•--;`, - -t, 1 ---,- -T- --- -: , 1 i ', :. ,IT R , , , ee 7- , . , ... .-....-......-...,-" ------ -!, ' ' . „ --"---- ----- '.. ; ' • 4 A ---+--'3° ---' -.Al- , ; : ! 4 :i;-;= ' ri-l'- r- ; •---t- r-i-gP,,, •--- '.-- '--- 4---t-',,.. T-r-Tni-rfma i fies:p4r , 3 4_ ' 1.5%citp 47. 71f. : 1 1 / "/ 1 1 ' l. 1-1' I I : —..-----* ." --/ — .-.1- -. .. ------- - , - - 4--i 1 t , , I ; t : ; t '. ' i --4--t-- ti 1 1 t t 1 ,--r-T---- r , r. i.,,. , 'I-, • I --, ---:- rh' - i;sr"' ; i . ; 1 f , ; , , , 1 4- , ; —r- t ;- — -4;;;;4--_ t--44-i......4-.---- ,1 --7—: f # i ' 1 : ; i ' : I ; ' , i t i i 1 , ' ' _,.. i __ _ '..„ 4._ -1 , = = , I ell ' t . i ; , 1 , i ' ' , 111 ____ —4- : i ! : ' I d esi 1 -----.:- - -- - - - - +--r -- - ----- -- ------- ''.'.4 I * : • x ' , „,„,1,_ :;,. . ' . t . 1 . i ' ! ; , . , _ ; ' _ • ! '' , ' ; I, . 1 -1 1 , ' Liirsuth* __:_._ — 1 1 l 'ilil ; ! 1 ' I ' ' . 1 ' ; , i ' — , -- .„----- ' it t t ' : ' ' i t ; t t . ■ t ' 1 t ' t t ; ' ' t I Page 2 of 2 03 1126 NOTICE: Filing this Corner Recorddoes not relieve you of filing a Record of Survey when it is required by the Land Surveyors'Act. CORNER RECORD Document Number 240 011 City of Sain Fj er h a ci i Ha County of Sc k BerYNarc{ ; vi o , California Brief Legal Description Sec. 3 5,1"-w P. I N Rge_4W.,Sa h Bernard ;ma Meni d la Li {Include: Sec.,Twp., Rge.,and Meridian or Fitancho) a CORNER TYPE COORDINATES (Optional) ❑ Government Corner El Control N. ❑ Meander Cl Property E. _ — -32.- _ - ❑ Rancho Other Zone ❑ NAD27 ❑ NAD83 121 Date of Survey Movember24j2QO3 NAD 83 Epoch c 1 ` : Elev. ( ( 2 I . 3 82 �\i Vert. Datum: ❑ NGVD29 51 NAVD88 Meas. Units: ❑ Metric ❑ Imperial Corner — ❑ Left as found ❑ Found and tagged ❑ Established J . Reestablished ❑ Rebuilt `" Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: See offer side. A description of the physical condition of the monument as found and as set or reset: See olivir side SURVEYOR'S STATEMENT SP a 4,0'S i!IA' This Corner Record was prepared by me or under my direction in conformance with the _, * 5274 Land Surveyor's Act on December t , 2003 . 0j, ExPAV 5 9). 123 'a3 c i Signed e. , ��i -o L.S. -----=1-6,-.=.- Number 5274E F �'i4 SURVEYOR'S STATEMENT- P4 LAND DEC 0 2003 ��`°�'Etw.9�S6;G; This Corner Record was received , and examined 41 O `'S' 0 and filed p.e Gt -vz/ ,204 V a PLS No.6206 *II /',,,_✓ a Exp.3-31-06 1 Signed r � , Deputy County Surveyor 9A ¢` Z--.:==;' ' (-IQ' R.C.E. Number o�Ca+k County Surveyor's Comment A.P.N. Page 1 of 2 / (Op jnaC For future indexing) s0. 10-19839-466 Rev.5/01 /V7-37 r Gc,1 I N ID a ' Ii - O U d 0 1 .SEfi L Er ict et �'/PL 110i. PA J6T ' r g a.,ty Lida 464.G4TB 12 .35 4s 36 Rd 1"I.P. PE2 Cir9 TIES 44 a 4. 5 il8Bk Y 7-Z- *79 A d/ AR P 0 2 Gt 71 o 3S .5-CT 1" d,o C�� s.4 s. cry 38 52 3S m s i r Z. Fr Z' 6'1V ser 4 1 7 6 L43'1Y G c R_. B GfL I 8-Zd-9D 2622 COA S10 PbAlSE(i 7765 ∎ 7.-4-S co/eZ)11 k ( q Q ig o 4 N. I ti. $. Ile! I i %,41116 . ik.■ lo 'i 4 k.3 • ,,.....,..... qk ,. .9 y:), es tA nmi N 4 . 1 i %. . t) ttl .t. % NI ... , . MOP i . if\ .■. . CV ■.. 4 • , 1.... ■ ,"' ' .41k1 .. I ..T..._, 1 P r \ La 41 1 ,!3_044 .,'"11411 -49 14 ,,..i. ....... : lb k i 1 ■ , 411111 I% 'S. 11 ' I j I . t . "44 Ikt: i I I \L7--.....---... I 1 . hq... I , if ) V 1/ . ,1 AN \I ' .14finitij!A.!, ), I - I o I ---=r----**- I r 1 I — AC 4 4•11 o 1,14 1 4 % i IlkiN 1 r 1 I 1 I. ..1 ! 1 /V7 - 33r- 12IPCc ,2 VP, Tie.S 5eT Z GNE.LK E L) til> t/ - llo - 10 6Y R,D, L11SN cc i ui it Q rt.:. / l0-lS-84 i Hum cc cl w , �' SET L T"a N T_C 13.1) N'L Y DF THE' EL-.A'. SET LT © KT_L- 3�,7 / 34'6 13.5 FT N'LY DFNE'SCR- , l 93. Sc R's.) �n r G f' T �n rod. t,; c ��S ' „ /' IP A) plug. ,- (LS. 3069) 01idowil b • I S� _s FD 1.. P FLO& DEST10Y� 1 `,, sE7 C..5 B TRt- II - Ile -24, 46 63 470; S G. f r in curb L 1-T In curb / C. 7' on Oa brie l Sf ✓ i© -/5-86 L ? T rr': Cr vo /°-' w. D/W Le` T to curb' � in D/W ;acjied CL4( S.e dog n • 21 f +Os g3 @7 Screw ,n Screw in rod L.j / 7- 5- 7 T -7"kV t"N-7-Yir/R57 57-4E-6-7- -ries .ser //-20-(5o ,A,1,0.-r-&': rm. ,0/..5.rAiv c Es fri ii4,5 ,</e f r 8 ' 557- L..E4 o 7-4 CA (:)/v rc -) i--. 567" LEAP J. ■1111111 ...s.21, (Id PC1 Oi. 1-.' t0 A 0 c 4 ,......., IN i .r 1)/4, \ 1 ,.. "- 1 q' IN j' -- , \IS 74cic c>.A/ 7-c k 4• I . 'Ac h. r, , ' \ ' 4)' ')' \.>0■ k I J / 1/ , • .k-,5„A.re) 7-*E5- ft"-oz:/..../0 /' 70. ,or? 5 c-14.4.,r 7-rc I ,',A,"4 /,..-7,:_./ z,re- / '..z., p ,C=5,,e --7. .A1, r \ ......1. li k ,z 1'-"5/k," 7-,'5:..7. i'"f. 7--- / k,3 C, I 44.2".--7-. 2.--2ya,/,- ...— it ‘,4 4- VA z. eArc-74 - ° 4 V 5 A/ U E 273 .-,., No<>, PE 2E/5 hi/L L, PA kl/C- Zoilli ‘k.4'' c &=•7: /eWC/A-1c- -sr .-' e/ 77/&5- 3.5 7- 7-20-290 BY.7;DA !. /..5.7-4 Al c&- c -5 7 A","g t2ENo r-&-s ,s-Am BERN:4A c-(:)C/A/7 Y ,s-zte ve" yo e..5- (:),c:L,/c 1 ..../ .4 z" Irclo itc-, / 0 c9 ,v1 , f v 41 l•-1 ##:„F ki A "' I(u„'. 57 I D4 IN's 1(0 (A 5E, Sk Fr, DE,p,/,,,,F,e \ 1 ,..) -1- 1.1 ---'J:".•4f 322/// 7'” s:B 57;Ice Z_9,x ' gem st i.eie Fiscal a.,\€: trcom$ ci,,v4 .. _ A f-- ...i k V -- ,,ci , --- <-.1 r.....i -- ......_" ' ' 'Jo 0 A C :: ' e — i N N =E T # E Ar 4"'''Ac K • t \.: (4 r....J -r c '" A1141 ki 0 eN 19 NC') „s-T sm, ,FLA INI > ----,9 0,1 6- A c, 'D t s K.E I. P o 0.6, FT:DEEP, \ -ER c.5.F,13,32Z/11 ii c- ..1 . Nt- \ i4 4,4.1 4,e.i. x'21.1511 ei: ■ .?':71 q: DAV/ 4 1 AC7‘,. 4N tAs6- I t:1 \ 7-s Nt) L. ./i 4'Tikke.le, um 273 -0.2-T 5E7- LEAD 4- 1-06•C.- - --- --- <=,r-.) T. c. . S ( . ."(\\ pE 5 HILL Fils,iz — -0AD In \9 I Itt ,%, -- \ eel", PAC.,1V‘G. S T, 2. I sea' T. Cc` ` -1- L.EAT) 4:"7" AC IC --t ' ..-1- C,P■1 -r- c ,C E:c- Ad\ X & 4 31 3. FD, I/2"...T,P 0, 5, FT, Vaal' P. 0‘1- SZZ/ i 1 , s-E.T 5 t•-,1 , P LA i Ke ,, -S- / <- .■_.5 3ET LEA.° 4 '-r-A.C.K.- C.)ki "T.c c3 2.0 F-T, VLy Cti ...,_ ,....,,Th 30 40---.5' . 15 •V P _. , _ _A "..) .".r. 1,-13 -irtta ('' ,/:7 FIr V SEP. 00 rz 5FaiEN .54 : PP1"E CSF1:6 _c. T- ' Elf <.-:-.5i-T 7 - EN- Zr-. DA-\\/ 3 \ .5 -47- c. „EL S Ps KC OT ;,e-- -7-': 47-- r..2 ' *5 T C. E S t'A Et\st-A E:: E' E., r. t.,,, \ 4t,04.5.Ni—R ,4-44.0/ / 5 & E------ . ).) ,4,,c.„: COLAN.,r,r\e- '<I,/ le" s -.*7' ...-' r ' :,,..- 1- - I 1.7:1 1., , /.,6 , c" .... f ...s ..- 'F-I L. ,,, 54-i-,p. Aic..,li >• .-- -.:N -5-67-5M, F1 .,, _,-; I TA& 0,5 Fr 056 5 F'ir cr,,A., 4,1 - ps-g' .6,c, 567 U i A, ' a-,5.gs, Split r Z. • \ \' /,,, wAhi 0,q s 6' gat- -*AA. '''' r'N't\, ' vatt , , \\j, i'N,1\1 ,/ \ vt ki ''A(A' '-'-'z ., : 1 •16.'`1 ..5e\_.•s■ 141 ,.., i tj T�L� ,c �. eET PAc1FtC ST. 4 Z 1 � S'T 7-1v F- y A . FERR15 H1LLPAV:.KRO11 /r/c, r,=_ • /� S - G/eY6-YQ,PS off/CE F/E! ( i=t,. P-i� H A e L f �.�. 14,+ .Z -r D r 00 K, J hac R GPeze%scE ItE ove $ sEa. c4 L 5ET L < . PG 'A// ;-''9>., FAR, 3/4.`1" r, PE R. C.S.F.E>. Z./1 0, e N�EF Jn/ 4 ttoTtI1t.3G-, ssET 1X'Z N �TtN F'�5tztot, Di,e O t OF P-14. tt 44.,tt. 4 F.LA.sN.. p,ccEpTEt, -4-uc -t 3R/ P�StToCi to fir- P—tK 1,141.,‘,.... 4 Ft.L.s 14 ! t V� L4Eu F 3,44."r.'p, PER.�C.5.F.$.32Z io FLUSH, Q-z.S-•5o~ I-ft 1$ * %5 . TA r E ri-T-KA N G - To j Q�`s6 PAc u L..TY 4. GU ES"' FARtc.%tia .‹sT ki) SE-r q....tr R v, - ,,. C.---.'t' 3,,-r C, A"- 4!.1-Ar . c.4-4 a8 t ETLk2ts1, vET LEA ID4TAc14 ter.,} r.c , ,6,13 p-T, j'LY OF c LA R. €5 L,NIE E. c• Sri C-sre. %P4Kt 4• WA&HHEK, ,j FLUSH, 8-28-'90 , J.013. t -SST z G,PL,4<i,/ W \.- J Ale< ONA.c, Fp 3/d. 1.P. rlrio.4LIo.St. L'EE 0 2 2 , S FT. X,'' y �� rJ'r,Ct'.c, 0)K ' RE'rtd r Ara , ;v —5 El- c E A V 4'T'AC K C'44 wh T=, -&. 3c c-rS`L.Y c>rcc. z3 Lime B,c. M wi �SPT GERC TACK c�.tif ;, - T c. I. FT. L-Y 0,c' r �, C. •c in tr. /f c 4 �\ `'c' °^! 4,c; d/KF, PfLc/ciC STREET -� e 7 p E E 3/4 "r,P,,va 7Ac, c,4 Fr V SET' C. 'PENCE 4 woks 4 Ea Ft,uSN. 8-z -'3 Q J oiwt 1 Q 7a 4� 0 h 5-67 L Al2 4 7,110 e Ora (Z) VT c AT Tt € .. CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this day of , 20 , between the City of San Bernardino(owner and hereinafter"CITY"),and (hereinafter "CONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged,the CONTRACTOR agrees with the CITY,at the CONTRACTOR's own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials,tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO. 12482 ( SS 04-048 ); WINDSOR DRIVE, FROM BASELINE STREET TO GILBERT STREET PLAN NO. 12803 ( SS 11-012 & SS 11-015 ); 21ST STREET, FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO. 12818 ( SS 12-006 ); and PERRIS HILL PARK ROAD, FROM 21S1. STREET TO PACIFIC STREET PLAN NO. 12824 ( SS 12-009 ) in strict conformity with Plans and Special Provisions Nos. 12482, 12803, 12818 &12824 and also in accordance with Standard Specifications for Public Works/Construction, 2009 Edition, on file in the Office of the City Engineer, Public Works Department, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. The CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: PAVEMENT REHABILITATION ON FOUR CITY STREETS: RANCHO AVENUE, FROM RIALTO AVENUE TO FOOTHILL BOULEVARD, PLAN NO. 12482 (SS 04-048); WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET, PLAN NO. 12803 (SS 11-012 & SS 11-015); 21ST STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD, PLAN NO. 12.818(SS 12-006); and PERRIS HILL PARK ROAD, FROM 21ST STREET TO PACIFIC STREET, PLAN NO. 12824(SS 12-009) 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors, administrators,and assigns, do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF,the parties of these present have hereunto set their hands the year and date first above written. CONTRACTOR CITY OF SAN BERNARDINO Name of Firm: `' ? ,� Afnev kcatf. Irn 1-t BY n d" %�at vi Andrea Travis-Miller, Interim City Manager City of San Bernardino BY: TITLE:2U`{)C'&k t 1- \t?� \�I cP. 1-)►fSi k ATTEST: MAILING ADDRESS: Georgea Hanna _C,,71),M 1 (Pc cA-2-7141-2:aci City Clerk PHONE NO.:051.)—rko-- 1000 APPROVED AS TO FORM: ATTEST: F. ENMAN, City Attorney t'\c eA v'01rl44S Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On 1/11/2013 before me, Donna Thorne,Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by e hish.. ir - signature(s) on the instrument the person(s), or the entity upon behalf DONNA THORNE of which the person(s)acted,executed the instrument. Commission # 1892010 Notary Public-California z I certify under PENALTY OF PERJURY under the laws of the State of Z Riverside County ?. California that the forgoing paragraph is true and correct. My Comm. Expires Jun 7,2014 WITNESS my hand and official seal. Signature A \4-, Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Agreement Document Date Number of Pages: Two (2) Signer(s) Other Than Named Above: City of San Bernardino Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer—Title(s): Vice-President ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited❑General RIGHT THUMBPRINT RIGHT THUMBPRINT ❑Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER ❑Trustee Top of thumb here Top of thumb here ❑Trustee ❑Other: ❑Other: Signer is Representing: Signer is Representing: All American As.halt - Amia ewoll Bond No:7633450 Premium:$4,740.00 Premium is for contract term and is subject to adjustment based on final contract price Executed in 3 Counterparts FAITHFUL PERFORMANCE BOND Bond No 7633450 PUBLIC WORK (The premium charged on this bond is$ 4,740.00 ,being at the rate of $ 3.95 per thousand of the contract price) KNOW ALL MEN BY THESE PRESENTS: THAT,WHEREAS the City of San Bernardino State of California,entered into a contract dated , ,with All American Asphalt hereinafter designated as the"Principal," for the work described as follows: PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE,FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO.12482(SS 04-048);WINDSOR DRIVE,FROM BASELINE STREET TO GILBERT STREET PLAN NO.12803(SS 11-012&SS 11-015);21st STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO.12818 (SS 12-006);and PERRIS HILL PARK ROAD,FROM 21st STREET TO PACIFIC STREET PLAN NO.12824(SS 12-009) ;and WHEREAS, the said Principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract. NOW,THEREFORE, We,the Principal, and Fidelity and Deposit Company of Maryland a corporation organized and existing under the laws of the State of Maryland ,and duly authorized to transact business under the laws of the State of California,as Surety,are held and firmly bound unto City of San Bernardino in the penal sum of One Million Two Hundred Thousand & 00/100 Dollars($ 1,200,000.00 ), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs,executors,administrators,and successors,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That, if the above bounden Principal,his or its heirs, executors,administrators,successors or assigns,shall in all things stand to and abide by,and well and truly keep and perform the covenants,conditions and agreements in the said contract and any alteration thereof made as therein provided,on his or their part,to be kept and performed at the time and in the manner therein specified,and in all respects according,to their true intent and meaning,and shall indemnify and save harmless the City of San Bernardino its officers and agents,as therein stipulated,then this obligation shall become null and void;otherwise it shall be and remain in full force and virtue. And the said Surety,for value received,hereby stipulates and agrees that no change,extension of time,alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond,and it does hereby waive notice of any such change, extension of time,alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF,We have hereunto set our hands and seals this 10th day of January 2013 All American Aspha Principal By ■ce 1Z-•s,c Fidelity and Deposit C. pany of Maryland PRF71001CA0201f By a_btr as qm"� , Rebecca Haas-Bates ,Attorney-in-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On 1/11/2013 before me, Donna Thorne,Notary Public , Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name(s)of Signer(s) f who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her-it-heir authorized capacity(ies), and that by his/her/their id la +�( signature(s) on the instrument the person(s), or the entity upon behalf DONNA THORNS r of which the person(s)acted,executed the instrument. Commission# 1892010 z coytN.', Notary Public-California z I certify under PENALTY OF PERJURY under the laws of the State of z Riverside County California that the forgoing paragraph is true and correct. My Comm. Expires Jun 7,2014 WITNESS my hand and official seal. Signature , DIAL _ UM4tQ- Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Faithful Performance Bond#7633450 Document Date 1/10/13 Number of Pages: One (1) Signer(s)Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer—Title(s): Vice-President ❑Corporate Officer—Title(s): ❑ Partner—❑Limited ❑ General ❑ Partner—❑ Limited ❑General RIGHT THUMBPRINT RIGHT THUMBPRINT ❑Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER ❑Trustee Top of thumb here Top of thumb here ❑Trustee ❑Other: ❑Other: Signer is Representing: Signer is Representing: All American As•halt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT —.00,--:- C,— a:•T -,,T.,..a.a:.,a,-�C0<�a•,: •_ •.f� ;;�� i .• ...a.•,.-.1.•,:--:.z State of California County of Orange On 01/10/2013 before me, A.Wilkison, Notary Public , Date Here Insert Name and Title of the Officer personally appeared Rebecca Haas Bates Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that Ste/she/hey executed the same in-hie/her/their authorized capacity(ies), and that by his/her their signature(c.on the A instrument the person(e , or the entity upon behalf of Commission# 1866283 which the persons}acted, executed the instrument. a::.-es - Notary Public-California z z :' Orange County ' I certify under PENALTY OF PERJURY under the laws - My Comm.Expires Sep 26,2013 of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature J Place Notary Seal Above Signature of No ry Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Faithful Performance Bond No. 7633450 Document Date: 01/10/2013 Number of Pages: One (1) Signer(s) Other Than Named Above: All American Asphalt Capacity(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: C Individual C Individual Corporate Officer—Title(s): n Corporate Officer—Title(s): Partner—-1 Limited Lil General RIGHT THUMBPRINT Partner—C Limited C- General RIGHT THUMBPRINT CI Attorney in Fact OF SIGNER 17 Attorney in Fact of SIGNER Top of thumb here Top of thumb here Trustee C Trustee Guardian or Conservator C Guardian or Conservator C Other: ❑Other: Signer Is Representing: ___ Signer Is Representing: Fidelity and Deposit Company of Maryland l or,-e:-.Y ai-.va;a! ar-y'•a+.'x,-e>•m_ ••er b .'ri ei,•,v�d.i Y'YY A,�S•-'M d/-'A?^'✓ E!-'G/-`d'.A• 2i.s.'.-'Y L' -ate Sr•A!.�S% '.Y'd!-'0••;a/ C2007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.NalionalNotary.org Item#5907 Reorder.Calt Toll-Free 1.800-876-6827 Premium included in Performance Bond Bond No. 7633450 Executed in: 3 Counterparts Bond No. 7633450 PAYMENT BOND PUBLIC WORK Section 3247-3252 inclusive,Civil code) (Premium included in Faithful Performance Bond) KNOW ALL MEN BY THESE PRESENT: That, Whereas City of San Bernardino has awarded to All American Asphalt as Principal,a contract for the work described as follows: PAVEMENT REHABILITATION ON FOUR CITY STREETS RANCHO AVENUE,FROM RIALTO AVENUE TO FOOTHILL BOULEVARD PLAN NO.12482(SS 04-048);WINDSOR DRIVE,FROM BASELINE S I RE Ti O GILBER f STREET PLAN NO.12803(SS 11-012&SS 11-015);21st STREET,FROM VALENCIA AVENUE TO PERRIS HILL PARK ROAD PLAN NO.12818 (SS 12-006);and PERRIS HILL PARK ROAD,FROM 21st STREET TO PACIFIC STREET PLAN NO.12824(SS 12-009) AND WHEREAS,said Principal is required ad to furnish a bond in connection with said contract,to secure the payment of claims of laborers,mechanics, materialmen,and other persons as provided by law: NOW,THEREFORE,We the undersigned Principal and Surety are held and firmly bound unto the City of San Bernardino in the amount required by law,the sum of One Million Two Hundred Thousand & 00/100 Dollars($ 1,200,000.00 )for which payment well and truly be made we bind ourselves,our heirs, executors and administrators,successors and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That if said Principal, his or its heirs, executors, administrators,successors or assigns,or subcontractors,shall fail to pay any of the persons named in Civil Code Section 3181,or amounts due under the Unemployment's Insurance Act with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over the Employment Development Department from the wages of employees of the principals and his subcontractors pursuant to section 13020 of the Unemployment Insurance Code, with respect to such work and labor, that the Surety or Sureties herein will pay for the same in the amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, the said surety will pay a reasonable attorney's fee to be fixed by the court. PAY71001 CA0202f CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On 1/11/2013 before me, Donna Thorne,Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name(s)of Signer(s) f who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf DONNA THORNE of which the person(s)acted,executed the instrument. Commission # 1892010 -,e11.-54,: Notary Public-California z I certify under PENALTY OF PERJURY under the laws of the State of z r � zq Riverside County California that the forgoing paragraph is true and correct. "" My Comm. Expires Jun 7,2014 WITNESS my hand and official seal. Signature Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Payment Bond#7633450 Document Date 1/10/13 Number of Pages: Two (2) Signer(s)Other Than Named Above: Fidelity and Deposit Company of Maryland Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer—Title(s): Vice-President ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited❑General ❑ Partner—❑ Limited ❑General RIGHT THUMBPRINT RIGHT THUMBPRINT ❑Attorney in Fact OF SIGNER ❑Attorney in Fact OF SIGNER 17 Trustee Top of thumb here Top of thumb here ❑Trustee ❑Other: ❑Other: Signer is Representing: Signer is Representing: All American As•halt In witness Whereof,We have hereunto set our hand and seals this 10th day of .January 2013 All American Asphalt •rin ipa j By: -_ e.f ,vlce s■84, Fidelity and Deposit Comp-• of Maryland By: Rebecca Haas-Bates ,Attorney-In-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT �3�*@.nG�,?'`�..aT:..?:��w:.'..S2C,.'+�C..*.�ii...�aS,?�A;s%i,��lc3.T3,-aaR�s�.y..�Si.'aCr.:Sr-v,fit'-�R;�i;�:�v'aS�,T�...a:.. ':.�. .:i.•,:�:,:��..ae.:�i y� State of California County of Orange On 01/10/2013 before me, A.Wilkison, Notary Public Date Here Insert Name and Title of the Officer personally appeared Rebecca Haas Bates Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name( is/ace subscribed to the within instrument and acknowledged to me that tie/she/they executed the same in ilia/her/their authorized capacity(iea), and that by his/herAIReif signature(s}on the instrument the person(s}, or the entity upon behalf of which the persons) acted, executed the instrument. A. WILKISON Commission# 1866283 I certify under PENALTY OF PERJURY under the laws -4, Notary Public-California z of the State of California that the foregoing paragraph is Z Orange County —> of and correct. My Comm.Expires Sep 26,2013 WITNESS my hand and official seal., Signature (...h (.1.1J eeiro! :=7/ A.D Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Payment Bond No. 7633450 Document Date: 01/10/2013 Number of Pages: Two (2) Signer(s) Other Than Named Above: All American Asphalt Capacity(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: ❑ Individual El Individual • Corporate Officer—Title(s): ❑Corporate Officer—Title(s): E Partner—E l Limited Li General a Hf r �a �y Partner—0 Limited i General Hf THIMPfittff MI Attorney in Fact of SIGNER =!Attorney in Fact Of SIGNER Tap of thumb here --- Top of thumb here • Trustee a Trustee • Guardian or Conservator E Guardian or Conservator Other: 0 Other: Signer Is Representing: Signer Is Representing: Fidelity and Deposit Company of Maryland wr 02007 National Notary Association•9350 De Soto Ave..P.O.Box 2402•Chatsworth,CA 91313-2402•www.NalionalNotary.org Item#5907 Reorder.Call Toll-Free 1.800-876-6827 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by FRANK E.MARTIN JR.,Vice President,and ERIC D. BARNES,Assistant Secretary,in pursuance of authority granted by Article V1,Section 2,of the By-Laws of saiidd or,Msny,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the+la t , ereby nominate, constitute and appoint William SYRKIN,Rebecca HAAS-BATES,Se • /,���fit, , , '' . ADAIR and P. BAUER,all of Glendale,California, EACH its true and la . .+,`1.,yte•wne -q' Rf`� ''-,execute,seal and deliver,for,and on its behalf as surety,and as its ac , iti -!._ , D .n 1 ,.n, 1r :L4j°.i ertakings,and the execution of such bonds or undertakings in pursuance • i+ : .I� hall e K di.` said Company,as fully and amply,to all intents and purposes,as if t$6.,••e,, q, of r ecut�• . • �l by the regularly elected officers of the Company at its office in Baltimo ��• th' if .,,n y,'t! �' • power of attorney revokes that issued on behalf of Richard ADAIR,P.BAUER . . �, 0 The said Assistant ° ee�=eby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By s said Company,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of June, A.D.2011. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND . O DfPO,P,.` ,r cb, ,O,c.,c-- ,11)' r7A--(144--- /41AH f(.- /-"AV- '-- , Mang By: Eric D. Barnes Assistant Secretary Frank E. Martin Jr. Vice President State of Maryland }ss: City of Baltimore On this 27th day of June, A.D. 2011, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified,came FRANK E. MARTIN JR., Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. � ,,0"' '''I11111P‘ Constance A.Dunn Notary Public My Commission Expires: July 14,2015 POA-F 012-0033D EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 10th day of January 2013 macaw Secretary CERTIFICATE OF LIABILITY INSURANCE DATE /2013 ) ACO® of/io/2o13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER LIC *0B29370 1-925-244-7700 CONTACT Certificate Department Edgewood Partners Insurance Centers (EPIC) PHONE FAX (Irvine Branch) ,No,Ext): (925) 244-7700 I(AC,No): (925) 901-0671 P.O. Box 5003 ADDRESS: EPICcertseEdgewoodins.com San Ramon, CA 94583 INSURER(S)AFFORDINGCOVERAGE NAMI INSURER A: ARCH SPECIALTY INS CO 21199 INSURED INSURERB: ZURICH AMER INS CO 16535 All American Asphalt INSURER C NATIONAL UNION FIRE INS CO OF PITTS 19445 P.O. Box 2229 INSURERD: SEABRIGHT INS CO 15563 Corona, CA 92878-2229 INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBER: 31514020 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A GENERALUABILITY OPP002265804 08/01/12 08/01/13 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Es occu encel $ 100,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ PERSONAL E.ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 —1 POLICY X PRO- JECT LOC $ B AUTOMOBILE LIABILITY BAP557108800 08/01/12 08/01/13 COMBINED SINGLE LIMIT a 3 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) $ C UMBRELLA UAB X OCCUR 8E14505355 08/01/12 08/01/13 EACH OCCURRENCE _ $ 10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED X RETENTIONS/0,000 $ D WORKERS COMPENSATION BB1120243 O8/O1/1: 08/01/13 X WC STATU- 0TH- AND EMPLOYERS'LIABILITY Y/N TORY L MITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 K yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,It more space Is required) RE: Pavement Rehabilitation on Four City Streets / Rancho Ave (SS 04-048), Windsor Dr. (SS 11-012 & SS 11-015) 21 st Street (SS 12-006), Perris Hill Park Road (SS 12-009) (2) Certificate Holder is Additional Insured if Required by Written Contract Excluding Workers Compensation CERTIFICATE HOLDER CANCELLATION RE: Pavement Rehabilitation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of San Bernardino THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department of Public Works ACCORDANCE WITH THE POLICY PROVISIONS. 300 North "D" Street AUTHORIZED REPRESENTATIVE San Bernardino, CA 92418 USA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD KQuinn-ORG 31514020 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM SECTION II — WHO IS INSURED is amended to include as an additional insured those persons or organizations who are required under a written contract with you to be named as an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of your subcontractors: A. In the performance of your ongoing operations or "your work", including "your work" that has been completed; or B. In connection with premises owned by or rented to you. As used in this endorsement, the words "you" and "your" refer to the Named Insured. All other terms and conditions of this Policy remain unchanged. Schedule Project City of San Bernardino RE: Pavement Rehabilitation on Four City Streets/ Rancho Ave(SS O4-048), Windsor Dr. (SS 11-012 & SS 11-015) 21 st Street(SS 12-006), Perris Hill Park Road (SS 12-009) Endorsement Number: This endorsement is effective on the inception date of this policy unless otherwise stated herein (The information below is required only when this endorsement is issued subsequent to the preparation of the policy.) Policy Number GPP002285804 Named Insured:As American Asphalt Endorsement Effective Date:8/1/12 00 CGL0008 00 05 07 3003 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE— BROAD FORM, CGL POLICY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM Under SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS, the following paragraph is added to Condition 4. Other Insurance: Where the Named Insured is required by a written contract to provide insurance that is primary and non-contributory, and the written contract so requiring is executed by the Named Insured before any "occurrence" or offense, this insurance will be primary, but only if and to the extent required by that written contract. All other terms and conditions of this Policy remain unchanged. Schedule Project City of San Bernardino RE: Pavement Rehabilitation on Four City Streets/ Rancho Ave (SS 04-048), Windsor Dr. (SS 11-012 & SS 11-015) 21 st Street(SS 12-006), Perris Hill Park Road(SS 12-009) Endorsement Number: This endorsement is effective on the inception date of this policy unless otherwise stated herein (The information below is required only when this endorsement is issued subsequent to the preparation of the policy.) Policy Number: GPP002265804 Named Insured: All American Asphalt Endorsement Effective Date: 8/1/12 00 CGL01 30 00 09 06 Page 1 of 1 3003 • THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM Schedule Project City of San Bernardino RE: Pavement Rehabilitation on Four City Streets/ Rancho Ave(SS 04-048), Windsor Dr. (SS 11-012 & SS 11-015) 21 st Street(SS 12-006), Perris Hill Park Road(SS 12-009) Under SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS, Condition 8.Transfer Of Rights of Recovery Against Others to Us is amended by the addition of the following provision: We waive any right of recovery we may have against the person or organization shown in the SCHEDULE above because of payments we make for injury or damage arising out of your operations or"your work" done under a written contract with that person or organization. All other terms and conditions of this Policy remain unchanged. Endorsement Number. This endorsement is effective on the inception date of this policy unless otherwise stated herein. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Number. GPP002265804 Named Insured:All American Asphalt Endorsement Effective Date: 08/01/12 00 CGL0121 00 09 06 Includes Copyright Material from Insurance Services Office, Inc. Page 1 of 1 3003 • POLICY NUMBER: BAP557108800 COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by this endorsement. This endorsement identifies person(s) or organization(s)who are"insureds" under the Who Is An Insured Provi- sion of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Endorsement Effective:08/01/12 SCHEDULE Name of Person(s)or Organization(s): (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an "insured"for Liability Coverage, but only to the extent that person or organization qualifies as an"insured"under the Who Is An Insured Provision contained in Section 11 of the Coverage Form. Project Schedule City of San Bernardino RE: Pavement Rehabilitation on Four City Streets/ Rancho Ave (SS 04-048), Windsor Dr. (SS 11-012& SS 11-015) 21 st Street(SS 12-006), Perris Hill Park Road (SS 12-009) Copyright, Hawaii Insurance Bureau, Inc., 1999 Includes copyrighted material of the Insurance Services Office, Inc.,with its permission CA 1028(2-99) CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1999 Page 1 of 1 3003 • ZURICH LL Waiver Of Transfer Of Rights Of Recovery Against Others To Us olIcy AP557108800 8/01/12 Date of Pol. /01 Date of Pol. �Ef£D 13 of End. This endorsement is issued by the company named in the Declarations. It changes the policy on the effective date listed above at the hour stated in the Declarations. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Truckers Coverage Form Garage Coverage Form Motor Carrier Coverage Form SCHEDULE Name of Person or Organization: Schedule Project City of San Bernardino RE: Pavement Rehabilitation on Four City Streets/ Rancho Ave (SS O4-048), Windsor Dr. (SS 11-012 & SS 11-015) 21 st Street(SS 12-006), Perris Hill Park Road (SS 12-009) We waive any right of recovery we may have against the designated person or organization shown in the schedule because of payments we make for injury or damage caused by an"accident"or"loss"resulting from the ownership,maintenance,or use of a covered"auto"for which a Waiver of Subrogation is required in conjunction with work performed by you for the designated person or organization. The waiver applies only to the designated person or organization shown in the schedule. U-CA-320-B CW(4/94) Page 1 of 1 3003 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT—CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from US.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be * % of the California workers' compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description City of San Bernardino RE: Pavement Rehabilitation on Four City Streets/ Rancho Ave(SS 04-048), Windsor Dr. (SS 11-012&SS 11-015) 21 st Street(SS 12-006), Perris Hill Park Road(SS 12- 009) WHERE YOU ARE REQUIRED BY WRITTEN CONTRACT TO OBTAIN THIS AGREEMENT FROM US, PROVIDED THE CONTRACT IS SIGNED AND DATED PRIOR TO THE DATE OF LOSS TO WHICH THIS WAIVER APPLIES. IN NO INSTANCE SHALL THE PROVISIONS AFFORDED BY THIS ENDORSEMENT BENEFIT ANY COMPANY OPERATING AIRCRAFT FOR HIRE. *The premium charge for this endorsement shall be 2%of the premium developed in the State of California, but not less than $500 policy minimum premium. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 8/1/12 Policy No. BB1120243 Endorsement No. Insured All American Asphalt Policy Effective Date 8/1/12 Insurance Company Seabright Insurance Company Countersigned By L_._ .42# /' WC 04 03 06 (Ed.4-84) 3003 51998 by the Workers'Compensation Insurance Rating Bureau of California.AU rights reserved.