Loading...
HomeMy WebLinkAbout14-Development Services . CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION From: James Funk, Director Dept: Development Services ~ OR\G\NAL Subject: Resolution authorizing installation of 3-way stop signs at the intersections of Jasmine Street at Hyacinth Street and Sheridan Road at Jasmine Street, and declaring the following road segments through highways: Aster Street between Jasmine Street and Sheridan Road; Jasmine Street between Aster Street and Sheridan Road; Sheridan Road between Aster Street and Jasmine Street; and College Avenue at its intersection with Iris Street. Date: June 25,2004 File: 13.IRl MCC Date: July 19, 2004 Synopsis of Previous Council Action: None Recommended Motion: Adopt Resolution. t~ James Funk Contact person: Tony Lugo, Civil Engineering Assist. Phone: 'iOR4 Supporting data attached: Staff Report, Resolution, Map & Warrants Ward: 'i FUNDING REQUIREMENTS: Amount: $ 3,250.00 Source: (Acct. Nos.) 001-187-5111 Acct. Description: Signing & Stripinl! Materials Finance: Council Notes: Rks()~2roL\- '22'1 Agenda Item NO.H- 1/IQ/0LI . STAFF REPORT CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION Subiect: Resolution authorizing installation of 3-way stop signs at the intersections of Jasmine Street at Hyacinth Street and Sheridan Road at Jasmine Street, and declaring the following road segments through highways: Aster Street between Jasmine Street and Sheridan Road; Jasmine Street between Aster Street and Sheridan Road; Sheridan Road between Aster Street and Jasmine Street; and College Avenue at its intersection with Iris Street. Backl!l"ound: The Traffic Engineering Section received a petition from the residents of the Country Corners Development, via Councilman Kelley's office, requesting that the intersections within their neighborhood be evaluated for stop signs. The neighborhood is generally located between College Avenue, Kendall Drive, Aster Street and Jasmine Street. The residents are making this request in order to resolve several traffic related concerns within their neighborhood including speeding and cut -through traffic. Traffic Engineering Staff evaluated the request. All of the intersections are "T" intersections located in an entirely residential area. The intersections are currently uncontrolled. All of the intersections have visibility limitations caused by one or a combination of the following: roadway geometry, block walls, trees and shrubs. To resolve this situation, staff recommends that Aster Street, Sheridan Road, Jasmine Street, and College Avenue, within this neighborhood, be declared through highways. This action will allow staff to install stop signs on the minor street approaches within these street segments thereby alleviating the visibility concerns. Additionally, to alleviate the residents' concerns, relative to cut-through traffic, staff recommends that the following intersections be controlled by 3-way stops: Jasmine Street at Hyacinth Street; and, Sheridan Road at Jasmine Street. Since these streets are local streets with volumes of less than 2,500 vehicles per day, the intersections were evaluated for three- way stops using the Administrative Warrants for Stop Sign Installation. The intersection of Hyacinth Street and Jasmine Street meets part B-3, B-4, and B-9 of the warrants (two parts need to be met in order to satisfy the warrant). Part B-3 of the warrant is satisfied when one of the streets leading to the intersection is at/more than a 5 % percent grade. Part B-4 is met when minimum sight distance requirements are not met. Part B-9 is satisfied when one approach to the intersection is a residential driveway. With respect to the intersection of Sheridan Road at Jasmine Street, parts B-2, B-4, and B-9 of the warrant are met. Part B-2 of the warrant is met when the streets leading to the intersection do not intersect at a right angle. Parts B-4 and B-9 are described above. Copes of the "Administrative Warrants for Stop Sign Installation" are attached for each location. The warrants have been approved by Mike Grubbs, Registered Civil Engineer. 2 CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION STAFF REPORT (Continued) Councilman Kelley presented the above reconunendations to representatives of the neighborhood group making the request. The group concurs with reconunendations of Staff and feel that these reconunendations will enhance traffic safety in their neighborhood. Staff therefore reconunends that the above reconunendations be approved. Financial ImDact: The estimated cost of $ 3,250.00 for installing the new stop signs will come from Account No. 001-187-5111 (Signing and Striping Materials) Recommendation: Adopt Resolution. 3 ~ . c c 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 c RESOLUTION NO. RESOLUTION OF THE CITY OF S~~ ~W:AMENDING RESOLUTION 1 NO. 655. ENTITLED, IN PART, "A\:P~U;;;~. DESIGNATING CERTAIN STREETS, OR PORTIONS THEREOF AS THROUGH HIGHWAYS..." AND 2 AUTHORIZING THE FOLLOWING: A) INSTALLATION OF THREE-WAY STOP 3 SIGNS AT THE INTERSECTIONS OF JASMINE STREET AT HYACINTH STREET, AND SHERIDAN. ROAD AT JASMINE STREET, AND B) DECLARING THE 4 FOLLOWING ROAD SEGMENTS AS THROUGH HIGHWAYS: ASTER STREET BETWEEN JASMINE STREET AND SHERIDAN ROAD; JASMINE STREET 5 BETWEEN ASTER STREET AND SHERIDAN ROAD; SHERIDAN ROAD BETWEEN ASTER STREET AND JASMINE STREET; AND, COLLEGE AVENUE AT ITS 6 INTERSECTION WITH IRIS STREET. 7 8 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 9 SECTION I: Resolution No. 655, which designates certain streets, or portions 10 thereof, as through highways, Section One is ljIIlended by adding the following Subsections to read as follows: " (1.56) ASTER STREET (A) Between Jasmine Street and Sheridan Road." " (3.23) COLLEGE AVENUE (A) At its intersection with Iris Street." " (8.65) JASMINE STREET rrr (A) Between Aster Street and Sheridan Road. (B) At its intersection with Hyacinth Street (3-Way Stop). (C) At its intersection with Sheridan Road (3-Way Stop)." SECTION 2: Resolution No. 655, which designates certain streets, or portions thereof, as through highways, Section One is amended by amending the following Subsection to read as follows: "(15.27) SHERIDAN ROAD (A) Between Aster Street and Jasmine Street. (B) At its intersection with Jasmine Street (3-Way Stop). (C)At its intersection with Lakewood Drive (4-Way Stop)." ill'-/ 7//9/1)'( I . , . 1 C\ 2 3 4 5 6 7 8 9 10 11 12 13 14 C 15 16 17 i.Z'.' 18 19 20 21 22 23 24 25 26 C 27 28 RESO: AMENDING RESOLUTION NO. 655 AUTHORIZING THE FOLLOWING: A) INSTALLATION OF THREE-WAY STOP SIGNS AT THE INTERSECTIONS OF JASMINE STREET AT HYACINTH STREET, AND SHERIDAN ROAD AT JASMINE STREET, AND B) DECLARING THE FOLLOWING ROAD SEGMENTS AS THROUGH HIGHWAYS: ASTER STREET BETWEEN JASMINE STREET AND SHERIDAN ROAD; JASMINE STREET BETWEEN ASTER STREET AND SHERIDAN ROAD; SHERIDAN ROAD BETWEEN ASTER STREET AND JASMINE STREET; AND, COLLEGE AVENUE AT ITS INTERSECTION WITH IRIS STREET. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and Common Council of the City of San Bernardino at a meeting thereof, held on the day of , 2004 by the following vote, to- wit: COUNCIL MEMBERS AYES NAYS ABSTAIN ABSENT ESTRADA LONGVILLE MC GINNIS DERRY KELLEY JOHNSON MC CAMMACK (I Rachel Clark, City Clerk The foregoing resolution is hereby approved this day of ,2004. Judith Valles, Mayor City of San Bernardino Approved as to form and legal content: James F. Penman City Attorney ~~- 1 f~ 2 . , yo an ernar ,no , WARRANTS FOR STOP SIGN INST ALLA TION Location Existing Control ......~ J ...... Chtckld bylDate .1 ....-,-..$. f:r- '" /4- /d. ~----~ ~.,...::.. /.10 ..r ~IMJ'JI <../ V ' POLICY Stop sign may be warranted at an intersection where any of the following warrants A.1. A.2, B or C are met A-1 STATE WARRANTS FOR MULTI-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met CRITERIA REQUIREMENTS REMARKS y N A-l.1 Traffic signals are warranted and urgently needed. multi-way stop need to be installed as interim measure until signal is installed A-1.2 Five or more right angle and/or tuming movement accidents in recent 12 months All 3 Combined vehicle volume on both streets during any 8 hours conditions averages 500+ vehlhr listed to Combined vehicle and pedestrian volume on minor street during the the right same 8 hours averages 200+ unillhr, A1.3 must be And met to Delay to minor street vehicles during the maximum hour of the same satisfy 8 hours averages 30 seclhr warrant 85th percentile approach speed exceeds 40 mph (64 kmIh), min. A-1.3 vehicular volume warrant is 70% of the above requirements A-1: IS STATE WARRANT FOR MULTI.WAYSTOP CONTROL SATlSRED'/ A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N A-2.1. On the less important road at its intersection with a main road where accident history justifies the placement of Stop signs. A-2.2. On a county road or city street with its intersection with a Stare highyr.lY. , At the intersection with two main highways. The highway traffic 10 be A-2.3 stopped depends on the approach speeds, volumes and tuming movements. A-2.4 On a street entering a legally established through highway or street. )0 On a minor street where the safe approach speed is less than 10 . A-2.5 mph (16 kmIh). A-2.6 At an un-signalized intersection in a signalized area. A-2.7 At intersections where a combination of high speed, restricted view and accident records indicates a need for control by the Stop sign. A-2: IS STA TE WARRANT FOR TWOIONE.WA Y STOP CONTROL SATlSRED? COt f 5 B d' ..l!t ~,'" , B. PETITION WARRANTS FOR lOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use only at residential street intersectionllXcluding arterials, collectors, local collectors, where ACT do not exceed 2,500 Vehicles on each Intersecting Street Warrant 8 is satisfied If B and any two of the criteria B-1 through 8.12 are met CRITERIA REQUIREMENTS REMARKS y N Is there a petition signed by more than 60% of property B. owners/residents located within 600 feet of proposed stop sign; AND TWO OF THE FOLLOWING CRITERIA ARE MET. 8-1. School located within 600 feet of intersection and Intersection is on "suggested route to school". 8-2. Streets leacfmg to intersection do not intersect at right angles. 8-3. One or more streets leading to intersection is at a grade of more than 5%. Where one or more of the approaches, requiring the stop sign(s), 8-4. does not meet the required minimum sight distance, due to pennanent view obstruction or roadway geometry. 8-5. Intersection is abutllng a t>>rk. major shopping center or other high pedestrian use facility. 8-6. Pedestrian lIOIume fll'NIw than 410 unitslhr in BIIY 8 hour period. The combined vehicular and pedestrian lIOIume crossing the major 8-7 street exceeds 125l1!its during at least ""' hours where at least 200 vehicles enter the intersection each hour from an approaches during any IJ.hour period. 8-8. One approach of the intersection is a driveway sllYing a commercial arH. 8-9. One approach of the intersection is a driVWtay servicing a residential property. Pass through (non-local traffic) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of the vehicle /r8ffic 8-10 during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-hoIiday Tuesday, Wednesday, or Thutsday, with local . traffic delined as vehicles traversing/commuting through the neighborhood. 8.11 The vehicie volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed 8.12 above or contained in the criteria of the State of California for the installation of stop signs exist at the intersection (as determinedlverilied by the City's licensed Traffic Engineer. 8; is B PLUS ANY TWO OF THE CRITERiA B.1 THROUGH B.12 SAnSFIED? .. I I . C-3. One Of more streets leading 10 intersection is at a ".. 01 men lIMn ~ ...".,. one Of more of the IIp(JrcJacJres. f8qIJiring the ~ S9r(s), as not C-4. meet the requited minimum sight distance. due 10 ,.",."", _ obstruction Of fOBdway fIIOI7Ietty. C-5. Intersection is IbutIing · part, fIMjor shopping Cftltr or other high per/es6Vn use fKiIIty. CoB. Pedestrian volume is fllNtr lIMn 480 unitlhr in the 8-hour period. The combined vehicular and pedestrian volume CfDSsiorg the major street C-7. exceeds 125 units during at least two hours where at least 200 vehides enter the intersection each hour from all B/J1XDBr:hes during any 8-hour period. C-8. One BfJ(JrOBch 01 the intersection is a drWewiy HtVing . COIrInIetr;iaI BIN. C-9. One /IfJPfDBCh 01 the intersection is a drWewiy .""'c/ng . IUldentlill propetty. Pass thtough (~ traffic) on the subject residentiat street exceeds 50 vehicles per hour and ~ 01 the vehicle traffic during the hours from 7:(}() C-10. a.m. to 9:(}() a.m. IIfId 4:(}() p.m. to 6:(}() p.m. on a IIOfI..hoIiday Tuesday, Wednesday. Of Thursday. with local traHic defined as vehicles traversinglcommuting through the neighborhood. C-11 The vehicle volume entering the infersectioir from BIIlJf1PrDBdres exceeds 600 units during "'y hour at an intersection. Less than desirable pedestrian or vehicular conditions not Isted Ibo1IV Of C-12 ~~inthe~Wofthe~~oI~~a~the~oI~ signs exist at the intersection (as determinedlverified by the City:S licensed Traffic Engineer. C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH e-12 SA nSRED? DID THIS LOCATION MEET ANY OF THE WARRANTS A.1, A.2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 @J 0 0 A.1 A-2 B C IF ANY OF THE WARRANTs ARE MET. A STOP SIGN SHOULD BE INSTALlED AFTER APPROVAl. BY MAYOR AND COMMON COUNCIL AND THE INTERSETlON IS DESIGNATED A "STOP INTERSECTION" BY THE MAYOR AND COMMON COUNCIL. Good traffic engineering jUdgment must be exercised before installing stop signs at certain intersections (whether it meets the warrants or no!!.. C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POUCY ... 00Iy............ .....--........ ADT do ..._~... ...""'....... __....., Warrant C is satisfied If C and any two conditions C-1l1rough C.10 are met CRITERIA REQUIREMENTS REMARKS Y N Th.... or more Iccldents In a 12 monll period s~ ID amdiut1 by sIrlp signs; or It least 200 vehicles enter the inIersection tach hour from all Bpproaches during any consecutive 8 hour period; AND 7WO OF THE FOLLOWING CRITERIA ARE IIET. School located within fOO feet of intersection .nd Intwsectlon is on -SIIffle$tId route to school-. Streets leading 10 intersection do not intwsect .t right angtu. C. C-1. C2 I . City of San Bernardino WARRANTS FOR STOP SIGN INSTALLATION Location Exisllng ContnlI I PNpaNd~ CIMckId ~ r",~../..,:s s:: "'" ~ ~..L,/5r"' .-~ ~J; /.,If (,('2,.$'OV. J '/ "" POLICY Stop sign may be warranted at an intersection where any of the following warrants A.1, A-2, B or C are met A.1 STATE WARRANTS FOR MULTI.WAY STOP CONTROL Warrant is satisfied If any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N A-l.l T rafflc signals are warranted and urgently needed, multi-way stop need to be installed as interim measure until signal is instaRed . Five or more right angle and/or tuming movement accidents in A-l.2 recent 12 months All 3 Combined vehicle volume on both streets during any 8 hours conditions averages 500+ vehlhr listed to Combined vehicle and pedestrian volume on minor street during the the right same 8 hours averages 200+ unitlhr, Al.3 must be And met to Delay to minor street vehicles during the maximum hour of the same satisfy 8 hours averages 30 sec/hr warrant 85th percentile approach speed exceeds 40 mph (64 kmlh), min. A-1.3 vehicular volume warrant is 70% of the above requirements A-1: IS STATE WARRANT FOR MULTl-WAYSTOPCONTROL SAnSRED? A.2 STATE WARRANTS FOR TWO/ONE.WAY STOP CONTROL Warrant is satisfied If any of the following criteria are met I CRITERIA REQUIREMENTS REMARKS y N i On the less important road at its intersection with a main road where I A-2.1. accident history justifies the placement of Stop signs. A-2.2. On a county road or city street with its intersection with a Stare high~y. " At the intersection with two main highways. The highway traffic to be A-2.3 stopped depends on the approach speeds, volumes and tuming movements. A-2.4 On a street entering a legally established through highway or street. .><J I On a minor slreel where the safe approach speed is less than 10 I A-2.5 mph (16 kmlh). A-2.6 At an un-signalized intersection in a signalized area. I AI intersections where a combination of high speed, restricted view I A-2.7 and accident records indicates a need for control by the Stop sign. I A-2: IS STA TE WARRANT FOR 1WOIONE.WA Y STOP CONTROL SA nSFlED? ~ .. , B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRA nVE POLICY Use only at residential street intersections excluding arterials, collectors, local collectors, where ACT do not exceed 2,500 Vehicles on lach Intersecting Street Warrant B is satisfied If B and any two of the criteria 8-1 through 8-12 are met CRITERIA REQUIREMENTS REMARKS y N Is there a petition signed by more than 60% of property B. owners/residents Iocaled within 600 feet of proposed slop sign; AND TWO OF THE FOLLOWING CRITERIA ARE MET. 8-1. Schoo/located within 6DO feet of intersection Ind intersection is on "slJ99ISted route to school". 8-2. Streets leading to intersection do not Intersect It right Ingles. B-3. One. or mote streets leading to intersection is at a gflde of more thin 5%. Where one or more of the approaches, requiring the stop sign(s), 8-4. does not meet the required minimum sight distance, due to permanent view obstruction or roadway geometry. B-S. Intersection is Ibuttinga park, major shopping center or other . high pedestrian use facility. 8-6. Pedestrian volume fll'Nter than 410 unltslhr in any 8 hour period. The combined vehicular and pedestrian volume aossing the major 8-7 street exceeds 125 IIIits during at least two hours where at least 200 vehicles enter the intersection each hour from an approaches during any B-hour period. 8-8. One approach of the intersection is a driveway sl",ing a commercial area. 8-9. One approach of the intersection is a driveway servicing a resid8ntial property. Pass through (non.Joca1 traffle) on the subject residential street exceeds SO vehicles per hour and exceeds 40% of the vehicle traffic 8-10 during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-holiday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles traversi"ftcommuting through the neighborhood. 8-11 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed 8-12 above or contained in the criteria of the State of California for the i installation of stop signs exist at the intersection (as deterrninedlverified by the City's licensed Traffic Engineer. S: IS S PLUS ANY TWO OF THE CRITERIA B-1 THROUGH S-12 SA nSFIED? .. . C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAl RESIDENTIAL STREETS , BY CITY ADMINISTRATIVE POLICY Use Only at Residential StIeet Intersections Where ADT do not exceed 2,500 Vehicles on each Intersecting Street Warrant C is satisfied if C and any two conditions Co1 through C.10 Ire met CRITERIA REQUIREMENTS REMARKS Y N Three or more accidents in a 12 month period sUSC8pIibIe 10 correclion C. by step signs; or at least 2lIO Vehic:les enter the inlerseclian each hcu /rom aD approaches during any consecutive 8 hour period; AND TWO OF THE FOI.LOWING CRITERIA ARE MET. C.t. Schoo/located within 100 feet of intersection ItId Intlrstction is on MSUffUted route to school". C-2. Sheets leading to intersection do not intersect at right ""Its. C-3. One or lIIOI8 streets leading to intersection is at a ".. of /JIM "'" 5K W/I8fI one or 1lIOII of /he IpprDaChes, f'IIquiring /he rtop $ign(s), don not ~' C-4. meet /he required minimum sight distance, due to (1fImlafIerrt view obstruction or roadway geometry. C.5. Intersection is abutting a parle, major shopping CMtW' or other high pedeslrYn us. &c1Hty. C-6. Pedestrian volume is flt'Nter than UtI unitlhr in the B-hour period. . The combined vehicular and pedestrian volume CtllSSing /he major street C.7. .xceeds 125 units during at feast two hours whet& atllNst 200 I18hicfes enter the intersection each hour from an IpprDaChes during any IJ.hour period. C-8. One approach of /he intersection is a driveway HtVing a COIIln.tda1 -. C.9. One approach of the intersection is a driveway sllVicing . tUId",U.1 property. Pass through (non-local traffic) on the subject tesidentiaJ stl8et exceeds 50 vehicles per hour and 40% of /he vehicle traffic during the hours from 7:00 C-tO. a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m. on a non-hoIiday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles traversinglcommuting IhIDugh /he neighborhood. C-tf The vehicle volume entering the intersection from all/PPIOBChes .XQIfIds 6()() units duting any hour at an intersection. Less than desirable pedestrian or vehicular conditions not fsted abcMI or C-t2 contained in the criteria of the State of CaIifomia for the installation of stop signs exist at the intersection (as detemrinedNerified by the Cly's licensed Traffic Engineer. C: IS C PLUS ANY TWO CRITERIA C.1 THROUGH C.12 SA nSRED? DID THIS LOCATION MEET ANY OF THE WARRANTSA-1, A-2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 [2] D D A-1 A-2 B C IF AMY Of THE WARRANTS ARE MET, A STOP SIGN SHOULD BE INSTALlED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND THE INTERSETION IS DESIGNATED A .STOP INTERSECTION- BY THE MAYOR AND COIlMON COUNCIL Good traffic engineering judgment must be exercised before installing stop signs at certain intersections (whether it meets the warrants or not) Lacation existing Control Pnj!I.Id IIJlDate J "i!!Ji.1d tIt/Oale .L .,u,......~~ ~ ~~;// ~ I/.. " ~~,6' /.1.( ." // ", POLICY Stop sign may be warranted at an intersection where any of the following warrants A.1, A.2, B or C are met A.1 STATE WARRANTS FOR MULTI-WAY STOP CONTROL Warrant Is satisfied if any of the following criteria are met CRiTERIA REQUIREMENTS REMARKS y N A-1.1 T raffle signals are warranted and urgendy needed, multi-way stop need to be installed as interim measure until signal is installed A-1.2 . Five or more right angle and/or turning movement accidents in recent 12 months A1IJ Combined vehicle volume on both streets during any 8 hours conditions averages 500+ veh/hr listed to Combined vehicle and pedestrian volume on minor street during the the right same 8 hours averages 200+ unit/hr. A1.J must be And met to Delay to minor street vehicles during the maximum hour of the same satisfy 8 hours averages 30 secJhr warrant 85th percentile approach speed exceeds 40 mph (64 kmIh). min. A-1.J vehicular volume warrant is 70% of the above requirements A-1: IS STA TE WARRANT FOR MUL Tl-WA YSTOP CONTROL SAnsRED? A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant Is satisfied if any of the following criteria are met CRITERIA REQUiREMENTS REMARKS y N A-2.1. On the less important road at its intersection with a main road where accident history justifies the placement of Stop signs. A-2.2. On a county road or city street with its intersection with a Stare high~y. c- At the intersection with \wo main highways. The highway traffic 10 be A-2.J stopped depends on the approach speeds. volumes and tuming movements. A-2.4 On a street entering a legally established through highway or street. ~ On a minor street where the safe approach speed is less than 10 If A-2.S mph (16 kmlh). A-2.6 At an un-signalized intersection in a signalized area. A-2.7 At intersections where a combination of high speed. restricted view and accident records indicates a need for control by the Stop sign. A.2: IS STA TE WARRANT FOR TWOIONE.WA Y STOP CONTROL SA TlSRED? P City of San Bernardino WARRANTS FOR STOP SIGN INSTALLATION t , ' B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use only at residential street intersections excluding arterials, collectors, local collectors, where ADT do not exceed 2,500 Vehicles on tach Intersecting Street Warrant B is satisfied if B and any two of the criteria 8-1 through 8-12 are met CRITERIA REQUIREMENTS REMARKS y. N Is lhere a petition signed by more than 60% of property B. owners/residents located within 600 feet of proposed stop sign; AND TWO OF THE FOLLOWING CRITERIA ARE MET. 8-1. School located within 600 feet of inlersection Ind intersection is on .suggested route to school". 8-2. Streets leading to intersection do not Intersect It right Ingles. 8-3. One or more streets leading to intersection is at a grade of mOl'lI thin 5%. . Where one or more of the. approaches, requiring the stop sigII(s). 8-4. does not meet the required minimum sight distance, due to pennanent view obstruction or roadway geometry. 8-5. Intersection is ,butting' park, m.Jor shopping center or other high pedestrian use facility. 8-6. Pedestrian volume "..,.,. th,n 410 unitslhr in any 8 hour period. The combined vehicular and pedestrian volume CtOSSing the major 8-7 street exceeds 125 units during at least hto hoU1s wh8t8 at least 200 vehicies enter the intersection each hour from aN approaches during any B-hour period. 8-8. One approach of the intersection is a drlvew.y serving , commtreiallrea. 8-9. One approach of the intersection is a drivew.y servicing . residential property. Pass through (non-local traffic) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of the vehicle traffic 8-10 during the hours from 7:00 a.m. to 9:00 '.m. and 4:00 p.m. to 6:00 p.m: on a non.lJoiiday Tuesday. Wednesday, or Thursday. with Iocai traffic defined as vehicies traversing/commuting through the neighborhood. 8-11 The vehicle volume entering the intersection from al/ approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed 8-12 above or contained in the criteria of the State of California for the instaUation of stop signs exist at the intersection (as determinerVverified by the City's licensed T rafflc Engineer. 8: IS B PLUS ANY TWO OF THE CRITERIA 8.1 THROUGH 8-12 SATISFIED? -- C-2. Streets leading 10 intersection do not intersect at right M,Ies. C-J. One or mOlll st1IeIs leading 10 irItersection is at a ".. of men than "'- Kfrett one or 1IlOl8 of the I/1PIOaches, requiting the IIop lign(s), DS n<< C-4. meet the fIqUi'ed minimum sight distance, due 10 "."".,.", Wsw obstruc:tion or Illadway geometry. C-S. Intersection is Ibutting , Pri. ",.jor shopping centtr or other high pedatrfan use facility. C-6. Pedestrian volume is ,ruter t1yn 4'0 unitlhr in the 8-hour period. The combined vehicular and pedestrian \IlIIume CIllSSiJg the trUIjar stI8et C-7. exceeds 125 units during at least two hours whete at least 200 'l8hicles enter the intersection each hour from a/ll/1PIOaches during eny 8-hour period. C-B. One IppfDach of the intersection is a dtfmny HIVing , r:otr/IftIeial 1rN. C-9. One apptOach of the intersection is a driveny servft:jn, , rnidentMl PfDI*ty. Pass IhnJugh (non-Ioc;M traIfic) on the subject residential street exceeds 50 vehicles per hour and 40% of the vehicle trafIic during the hours fn:lm 7:00 C-fO. a.m. 10 9:00 a.m. and 4:00 p.m. to 6:00 p.m. on a 1IOfI-hoIiday Tuesday, Wednesday, or Thursday, with IocaJ traffic defined as vehicles traversing/commuting through the neighborhood. C-t1 The vehicle IJOIume entering the inlersectiorr from all ~ exceeds 600 units during IIr/Y hour lit IIr/ intersection. Less than desirable pedestrillr/ or vehicular conditions n<< Isted abcw8 or "C-t2 contained in the criteria of the State of Cartfomi, for the installation of stop signs exist at the intersection (as delenninedlverilied by the Ci/ys Hcensed TraItic Engineer. C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C.1Z SA nSFtED? DID THIS LOCATION MEET ANY OF THE WARRANTS A.1, A.2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 [2] 0 0 A-1 42 B C IF ANY OF THE WARRANTs ARE MET, A STOP SIGN SHOULD BE INSTAllfD AFTER APPROVAl BY MAYOR AND COMMON COUNCIL AND THE INTERSETION IS DESIGNATED A "STOP INTERSECTION" BY THE MAYOR AND COMMON COUNCIL. Good traffic engineering judgment must be exercised before installing stop signs at certain intersections (whether it meets the warrants or not)' C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use Only at Residential Street Intersections Wh.re AnT do not eXceed 2,500 V.hicles on each Intersecting Street Warrant C is satisfied If C and any two conditions C.1lhrough C.10 are met CRITERIA REQUIREMENTS REMARKS Y N Three or more accidents In a 12 month periocJ SUSCeptible /0 CIIl..".iiun by stop signs; or at least 200 vehicles enter the illelsectian each hou' Iiom all ~ during any consecutive 8 hour period; AND 7WO OF THE FOLLOWING CRITERIA ARE IIET. School IocIIted within 600 ,"t of intersection and intwsection is on -supstwi routl to school- C. Cot. . City of San Bernardino . WARRANTS FOR STOP SIGN INSTALLATION ........, -"""'" -_ 1~;yJ.. 7A ,? ~ ",..v.._/# E ~h_~ ~_~. n. _ ~ - 'I .r// ." / POLICY Stop sign may be warranted at an intersection where any of the following warrants A.t. A.2. B or C are met A-1 STATE WARRANTS FOR MULTI.WAY STOP CONTROL Warrant is satisfied if any of the following criteria a/'l met CRITERIA REQUIREMENTS REMARKS. y N A-1.1 Traffic signals are warranted and urgently needed, multi-way slop need to be inslaHed as interim measure until signal is installed A-1.2 Five or more right angle and/or tuming movement accidents in recent 12 months All 3 Combined vehicle volume on both streets during any 8 hours conditions averages 500+ veh/hr listed 10 Combined vehicle and pedestrian volume on minor street during the the right same 8 hours averages 200+ uniUhr, A1.3 must be And met to Delay 10 minor street vehicles during the maximum hour of the same satisfy 8 hours averages 30 seclhr warrant 85th percentile approach speed exceeds 40 mph (64 kmIh), min. A-1.3 vehicular volume warrant is 70% of the above requirements A-1: IS STATE WARRANT FOR MULTI-WA Y STOP CONTROL SA TlSRED? A-2 STATE WARRANTS FOR TWO/ONE.WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N A-2.1. On the less important road at its intersection with a main road where accident history justifies the placement of Stop signs. A-2.2. On a county road or city street with its intersection with a Slare hig~y. . AI. the intersection with two main highways. The highway traffic to be A-2.3 stopped depends on the approach speeds, volumes and tuming movements. A-2.4 On a street entering a legally established through highway or street. ~ A-2.5 On a minor street where the safe approach speed is less than 10 mph (16 kmlh). A-2.6 At an un-signalized intersection in a signalized area. A-2.7 At intersections where a combination of high speed, restricted view and accident records indicates a need for control by the Stop sign. A-2: IS STATE WARRANT FOR TWOIONE.WA Y STOP CONTROL SA TlSFIED? I . B. PETITION WARRANTS FOR lOCAL RESIDeNTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use only at residential street intersections excluding arterials, collectors, local collectors, where ACT do not excnd 2,500 Vehicles on each Intersecting Street Warrant B is satisfied If B and any two of the criteria B-1 through 8-12 are met CRITERIA REQUIREMENTS REMARKS y N Is there a petition signed by more than &0% of property B. owners/residents located within 600 feet of proposed stop sign; AND TWO OF THE FOLLOWING CRITERIA ARE MET. B-1. Schoo/located within 600 fe.t of intersection .nd intersection is on "suggested route to school". B-2. StTHts leading to intersection do not intersect .t right .ngles. 8-3. One or more streets leading to intersection is at a gfld. of mOl'8 th.n 5%. Where one or more of the approaches, requiring the stop sign(s), 8-4. does not meet the required minimum sight distance, due to permanent view obstruction or roadway geometly. 8-5. Intersection is .butting I parle, mlJor shopping center or other high pedestrian use facility. 8-6. Pedestrian volume pier thin 410 unitsll" in any B hour period. The combined vehicular and pedestrian volume CIOSSing the major 8-7 street exceeds 125 units during at least two hours whete at least 200 vehicles enter the intersection each hour from an approaches during any B-hour period. 8-8. One approach of the intersection is a drivewlY stIY/ng I commercial 111I. 8-9. One approach of the intersection is a drivewlY servicing I residential property. Pass through (non-local traffic) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of the vehicle traffic 8-10 during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-hoIiday Tuesday, Wednesday, or Thursday, with local I traffic delined as vehicles trave~commuting through the neighborhood. 8-11 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed 8-12 above or contained in the criteria of the State of California for the installation of stop signs exist at the intersection (as deterrninedlverilied by the City's licensed Traffic Engineer. 8: IS 8 PLUS ANY TWO OF THE CRITERIA 8-1 THROUGH 8-12 SA nSFIED? .- . C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS . BY CITY ADMINISTRATIVE POLICY Use Only at Residential Street Intersec:tlons Where ACT do not exceed 2,500 Vehicles on each Intersecting Street Warrant C is satisfied If C and any two conditions C-i through C.i0 al'l met CRITERIA REQUIREMENTS REMARKS Y N Three or more accidents in a 12 month period sUcreplible to CllfIIdion C. by stop signs; or at lust 200 vehlcJes enter the inlersection each hour from aU approaches during any consecutive 8 hour period; AND 7WD OF THE FOLLOWING CRITERIA ARE MET. Cot. Schoo/located within fOO ,"t of intersection ud intltstction is on -supstld route to school-. C-2. Streets leading to intersection do not Intersect ,t right ""Ies. Co3. One or more streets leading to intersection is lit a fIlM of men lINn 5K WhenI one or mOre of /he I/IlIHDIChes, requimg /he _li/1n(s}, does not C-4. nreet the rtqrhd minimum sight distance, due to pet/fIlQ(It view obstruction or roedway geometry. C-5. Intersec1ion isabutling , part, ""'jor shoppIn, center or other high pedutrian use facility. C-6. Pedestrian volume is ,ruter tIIlIn "0 unitlhr in /he 8-hour period. The combined vehicular and pedestrian lIOIume crossing /he mBjor sI1eet Co7. exceeds t25 units during at least two hours wile,. lit least 200 IIfIhicIes enter the intersection each hour from an BpprOaches during any 8-Irour period. C-8. One approach of the intersection is a driveway serving , COIIIID8rCIaI IIN. C-9. One approach of the intersection is a driveway sf1fVieing a mldential propttty. Pass through (fIOfI-IocM traffic) on the subject ,.sidentiaJ sIr8et exceeds 50 ! vehicles per hour and 40% of the vehicle traffic during /he hours from 7:00 CotO. a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m. on a non-hoIiday Tuesday, , Wednesday, or Thursday, with local traffic defined as vehicles traversingIcommuting through /he neighbothood. Cot1 The vehicle K1Iume entering /he intersection from aU Bpp/OlIChes exceed$ 600 units during any hour lit an intersection. Less than delirable pedestrian or vehicular conditions not Isted IIIKNe or . C-t2 ~~in/he~Wof/he~~ofC~a~/he~of_ signs exist at /he intersection (as determinedlverified by /he Clyslicensed Traffic Engineer. C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C.12 SAnSRED? DID THIS LOCATION MEET ANY OF THE WARRANTS A.i, A.2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 @J D D ! , Ao1 A-2 B C IF AMY OF THE WARRANTS ARE MET, A STOP SIGN SHOULD BE INSTAllED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND THE INTERSETION IS DESIGNATED A 'STOP INTERSECTION" BY THE MAYOR AND COMMON COUNCIL. Good traffic engineering judgment must be exercised before installing stop signs at certain intersections (whether it meets the warrants or no!l Location existing Control P.'llllld~ t1iJJ-;&;e . L/. ,P . S'""r> ("? " ~.//!A 5":;- ~,.-'/- ~ -'L. / ~L.. '''It''_Dtf , , POLICY Slop sign may be warranted at an intersection where any of the following warrants A.1, A.2. B or C are met A.1 STATE WARRANTS FOR MULTI.WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N A-l.l Traffic signals are warranted and urgenUy needed, multi-way slop .. need 10 be installed as interim measure until signal is installed Five or more right angle andlor turning movement accidents in . A-1.2 recent 12 months All 3 Combined vehicle volume on both streets during any 8 hours conditions averages 500+ veh/hr listed 10 Combined vehicle and pedestrian volume on minor street during the the right same 8 hours averages 200+ unillhr, A1.3 must be And met 10 Delay 10 minor street vehicles during the maximum hour of the same satisfy 8 hours averages 30 secJhr warrant 85th percentile approach speed exceeds 40 mph (64 kmIh), min. A-1.3 vehicular volume warrant is 70% of the above requirements A.1: IS STATE WARRANT FOR MULTI.WA Y STOP CONTROL SATlSRED? A.2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant Is satisfied If any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N A-2.1. On the less important road at its intersection with a main road where accident history justifies the placement of Stop signs. A-2.2. On a county road or city street with its intersection with a Stare high)vay. . AI. the intersection with two main highways. The highway traffic 10 be ~. A-2.3 stopped depends on the approach speeds, volumes and turning movements. A-2.4 On a street entering a legally established through highway or street. ~ A-2.5 On a minor street where the safe approach speed is less than 10 mph (16 kmlh). A-2.6 At an un-signalized intersection in a signalized area. A-2.7 AI. intersections where a combination of high speed, restricted view and accident records indicates a need for control by the Stop sign. A.2: IS STA TE WARRANT FOR TWOIONE-WA Y STOP CONTROL SATISFIED? ~ City of San Bernardino WARRANTS FOR STOP SIGN INSTALLATION . B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRA nVE POLICY Use only at residential street intersections exctuding arterials, collectors, local collectors, where ADT do not exceed 2,500 Vehicles on tach InterslCting Street Warrant B Is satisfied if 8 and any two of the criteria B-1 through 8.12 an met CRITERIA REQUIREMENTS REMARKS y N Is there a petition signed by mon than 60% of property B. owners/residents located within 600 teet of proposed slop sign; AND TWO OF THE FOLLOWING CRITERIA ARE MET. 8-1. School located within 600 ,"t 01 intersection ,nd Intersection is on "suggested route to school". . B-2. Streets leading to intersection do not Intersect ,t right III'Ies. 8-3. One or mote streets leading to intersection is at a grade of more th,n 5%. Where one or more 0I1he approaches, requiring the slop sign(s), 8-4. does not meet the required minimum sight distance, due to permanent view obstruction or roadway geometry. B-5. Intersection is ,butting' plfk, major shopping center or other high pedestrian use facility. 8-6. Pedestrian volume greater th,n 480 unitslhr in any 8 hour period. The combined vehicular and pedestrian volume crossing the major 8-7 st1eet exceeds 125 units during at least Mo hours where at least 200 vehicles enter the intersection each hour mm an approaches during any B-hour period. 8-8. One approach 01 the intersection is a drivew,y serving a commercial area. 8-9. One approach of the intersection is a driveway servicing a residential property. Pass through (non-local traffic) on the subject residential street exceeds SO vehicles per hour and exceeds 40% 01 the vehicle traffic 8-10 during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-holiday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles traversing/commuting through the neighborhood. B-11 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed B-12 above or contained in the criteria of the State of California for the installation of stop signs exist at the intersection (as determinedlverified by the City's licensed TraffIC Engineer. . B: ISB PLUS ANY TWO OF THE CRITERIA B-1 THROUGH 8-12 SATISFIED? .' C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADM/N/STRA nYE POUCY Use Only at Residential Street Intersections Where ADT do not IXCttd 2,500 Vehicles on Nch Intersecting Street Warrant C is satisfied If C and any two conditions C., through C.10.re met CRITERIA REQUIREMENTS REMARKS Y N Thl'lt or more Iccldents In "2 month period SUSceptib/e 10 ClIIl8CIiuo1 C. by slDp signs; or It lust 200 vehicles enter the inleIsec:tian IIl:h I1lu from a11lpp1oaU1es during any c:onsecutlve 8 hour period; AND 7WO OF THE FOLLOWING CRiTERIA ARE MET. C-t. SchooIlocMed within IDO feet of intersection and Intlrsection is on .SUWested rou,. to .cIroo/". C-2. Stteets leading to intersection do not Intersect at right Mf/es. C.3. One or IIIlln1 str8ets leading to intersection is at a fl/ldloI /IIln than a Whete one or mare 01 the tIpproaches, I8qu/ring the _ sign(s), '*'" iIot C-4. meet the ttquired minimum sight distance, due to "."".,.", l'iew obstruction or /llllIAqy geometry. C-5. Intersection is abutting . parlr, m.jor shopping CMIr or other high pedutr/an use &cJJity. C-6. Pedestrian va/ume is greater than 480 unltlhr in the 8-hour period. The combined vehicular and pedestIian volume CTDsskJg the major sheet C-T. exceeds t25 units duting at least two hours where at IHst 200 II8hides enter the intersection each hour from alllIpjJrOaches rIlIing any 8-hour period. C-8. One IppIOaCh of the intersection is a driveway servm, . commercial .ru. C.g. One IIppfOach of the intersection is a driveway 'ffVicIng . mldential properly. Pass through (non-Ioc8i traffic) on the subject residential street exceeds 50 vehicles per hour and 40% of the vehicle traHie during the hours from T.'(}() C-tO. a.m. to g:(}() a.m. and 4:(}() p.m. to 6:(}() p.m. on a non-IroIiday Tuesday. Wednesday. or Thursday. with focal traHie defined as vehicles traversing/commuting thtough the neighborhood. C.tt The vehicle volume entering the intersection from al/8fJIItOaches exceeds 6(}() units dumg any hour at an intersection. Less than desirable pedestrian or vehicular conditions not Isted abov8 or 'C-t2 contained in the criteria of the State of California for the Installation of stop signs exist at the intersection (as dete17llined/verified by the Cly:' licensed T raHie Engineer. C: IS C PLUS ANY TWO CRITERJA C-1 THROUGH C-12 SA TlSRED? DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 0 0 0 A-1 A.2 B C IF ANY OF THE WARRANTS ARE MET, A STOP S1GNSHOULO BE INSTAlLED AFTER APPROVAl BY MAYOR AND COMMON COUNCIL AND THE INTERSETION IS DESIGNATED A -STOP INTERSECTION- BY THE MAYOR AND COMMON COUNCIL. GOod traffic engineering judgment must be exercised before installing stop signs at certain intersections (whether I it meets the warrants or nO!l- . City of San Bernardino . WARRANTS FOR STOP SIGN INST ALLA liON """" --.~ -- J~ f/.. ., . -;T; e Z;:;'3 5,.- -4/~ 1'_ ~ #~, 4/.~. POLICY Stop sign may be warranted at an intersection where any of the following wamnts A.1. A.2. B or C are met A.1 STATE WARRANTS FOR MUL TI.WAY STOP CONTROL Warrant is satisfied if any of the foi/owing criteria a... met CRITERIA REQUIREMENTS REMARKS Y N A-1.1 TraffIC signals are warranted and urgently needed, multi-way stop need to be installed as interim measure until signal is installed A-l.2 FIVe or more right angle and/or turning movement accidents in recent 12 months All 3 Combined vehicle volume on both streets during any 8 hours conditions averages 500+ veh/hr listed 10 Combined vehicle and pedestrian volume on minor street during the the right same 8 hours averages 200+ unillhr, Al.3 must be And met to Delay to minor street vehicles during the maximum hour of the same satisfy 8 hours averages 30 seCI11r warrant 85th percentile approach speed exceeds 40 mph (64 kmIh), min. A-1.3 vehicular volume warrant is 70% of the above requirements A.1: IS STATE WARRANT FOR IIULTI.WA YSTOP CONTROL SATlSRED? A.2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the foilowing criteria are met CRITERIA REQUiREMENTS REMARKS Y N A-2.1. On the less important road at its intersection with a main road where accident history justifies the placement of Stop signs. A-2.2. On a county road or city street with its intersection with a Stare hig~y. " AI the intersection with two main highways. The highway trafIic to be A-2.3 stopped depends on the approach speeds. volumes and tuming movements. A-2.4 On a street entering a legally established through highway or streel )4 On a minor street where the safe approach speed is less than 10 I A-2.5 mph (16 kmJh). A-2.6 At an un-signalized intersection in a signalized area. A-2.7 At intersections where a combination of high speed, restricted view and accident records indicates a need for control by the Stop sign. A-2: IS STA TE WARRANT FOR TWOIONE.WA Y STOP CONTROL SATISFIED? 'f... . B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use only at residential street intersections excluding arterials, collectors, focal collectors, where ADT do not exceed 2,500 Vehicles on each Intersecting Street Warrant B Is satisfied if B and any two of the criteria B.1 through 8-12 are met CRITERIA REQUIREMENTS REMARKS y N Is there a petition signed by more than 60% of property B. owners/residents located within 600 feet of proposed stop sign; AND TWO OF THE FOLLOwrNG CRITERIA ARE MET. 8-1. School located within 600 feet of intersection and intersection is on .suggested route to school". 8-2. Streets leading to intersection do not Intersect at right angles. 8-3. One or more streets leading to intersection is at a grade of more th.n 5%. Where one or more of the approaches, requiring the stop sign(s), 8-4. does not meet the requited minimum sight distance, due to permanent view obstruction or roadway geometry. 8-5. Intersection is abutting. ".rtc, major shopping center or other high pedestrian use facility. 8-6. Pedestrian volume ,1rea'" than 480 unitslhr in any 8 hour period. The combined vehicular and pedestrian volume aossing the major 8-7 street exceeds 125 units during at least two hours where at least 200 vehicles enter the intersection each hour from an approaches during any B-hour period. 8-8. One approach of the intersection is a driveway sllV/ng II eommerc/lll area. 8-9. One approach of the intersection is a driveway selVie/ng II resident/III property. Pass through (non-local traffic) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of the vehicle traffic B.10 during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-holiday Tuesday, Wednesday, or Thursday, with local traffic deRned as vehicles traversing/commuting through the neighborhood. 8-11 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed 8-12 above or contained in the criteria of the State of California for the installation of stop signs exist at the intersection (as determinedlveriRed by the City's licensed Traffic Engineer. B: IS 8 PLUS ANY TWO OF THE CRITERIA 8-1 THROUGH 8-12 SA nSFIED? .. . C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use Only at Residential Street Intersections Where ADT do not exceed 2,500 Vehicles on each Intersecting Street Warrant C is satisfied If C and any two conditions C.t through C-tO are met CRITERIA REQUIREMENTS REMARKS Y N Three or more accIcJents In .'2 month period susceplible 10 CllITICJion C. by slop s9I5; or It least 200 vehicles enter /he i1tersectk.n each hour from aIllpplOlChes during any consecutive 8 hour period; AND 7WO OF THE FOLLOWING CRITERIA ARE MET. Cot. Schoo/located wfIh/n 100 feet of intersection and /ntwslctlon is on .suggested routl to school-. C-2, SITIels leading to intflfSection do not /ntnect at right anrlts. C.3. One 01 mcxe st1eets leading to intersection is at a",. ofmtn than"'- . -'-- ~ , Whete one 0I111Otl1 of I1Ie IIppf'OacIJes, I'IqUiring the SIllpIign(s), does not I.... C-4. meet /he /lquired minimum sight distance, due to permatrent Mew obstruction 0I1011dw1y geomeIty. C-5. InIMection is abutting a park, major shopping Cell'" or othlf high pedestrian IIH facility. C-6. Pedestrian volume is "..'" IMn "0 unitlhr in the 8-hour period. The combined vehicular and pedestrian volume crossing the major street C.7. exceeds t25 units during at leastllwo hours where at least 200 vehicles enter /he inlersection each hour from aD I/1PfOBChes during any B-hour period. C-8. One approach of the inteaection is a driveway SIfVing I COInIrIIfQaI IIN. Cog. One apptOBCh of the intflfSection is a driveway swvldng I mldential propetty. Pass through (non-Ioca1lra1fic) on the subject residential street exceeds 50 vehicles per hour and 40% of /he vehicle traffic during /he hours from 7:00 C-tO. a.m. to g:OO a.m. and 4:00 p.m. to 6:00 p.m. on a non-hoIiday Tuesday, Wednesday, 01 Thursday, with local traffic de6ned as vehicles traversirJftcommutillg Ihtough I1Ie neig/rborhood. C-tt The vehicle volume entering /he intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not Isted above or 'C-t2 ~~in/he~ofthe~~of~~a~/hein~of~ signs exist at the intersection (as determinedlverified by the Cly:t licensed T raffle Engineer. C: IS C PLUS ANY 1WO CRITERIA C-1 THROUGH C-12 SAnSRED? DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? IF YES. CHECK WARRANTS MET 0 [KJ D D A.1 1..2 B C IF ANY OF THE WARRANTS ARE MET, A STOP SIGN SHOULD BE INSTAlLED AFTER APPROVAl BY MAYOR AND COMMON COUNCIL AND THE INTERSETION IS DESIGNATED A "STOP INTERSECTION" BY THE MAYOR AND COMMON COUNCIL Good traffic engineering judgment must be exercised before Installing stop signs at certain intersections {whether it meets the warrants or no!l Location Existing Control PrIpaqd~ ~Ite /' //.. ..d. r' '2 L...-< ~...-r.- Ah.--;; ~~ .U~y 'l .,-- /Y . POLICY Stop sign may be warranted at an intersection where any of the following warrants A.1, A.2, B or C are met A.1 STATE WARRANTS FOR MULTI.WAY STOP CONTROL Warrant is satisfied If any of the following criteria are met CRITERIA REQUIREMENTS REMARKS y N A-1.1 Traffic signals are warranted and urgenUy needed, multi-way stop . need to be installed as interim measure until signal is installed A-1.2 Five or more right angle and/or turning movement accidents in recent 12 months All 3 Combined vehicle volume on both streets during any 8 hours conditions averages 500+ vehlhr listed 10 Combined vehicle and pedestrian volume on minor street during the the right same 8 hours averages 200+ unitlhr, A1.3 must be And met to Delay 10 minor street vehicles during the maximum hour of the same satisfy 8 hours averages 30 sec/hr warrant 85th percentile approach speed exceeds 40 mph (64 kmIh), min. A-1.3 vehicular volume warrant is 70% of the above requirements A.f: IS STATE WARRANT FOR IIULTl-WA Y STOP CONTROL SAnSRED? A.2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant Is satisfied if any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N A-2.1. On the less important road at its intersection with a main road where accident history justifies the placement of Stop signs. A~2.2. On a county road or city street with its intersection with a Stare hig~y. ^ AI the intersection with two main highways. The highway traffic 10 be A-2.3 stopped depends on the approach speeds, volumes and tuming movements. A-2.4 On a street entering a legally established through highway or street. X A-2.5 On a minor street where the safe approach speed is less than 10 mph (16 kmJh). A-2.6 At an un-signalized intersection in a signalized area. A-2.7 At intersections where a combination of high speed, restricted view and accident records indicates a need for control by the Stop sign. A.2: IS STA TE WARRANT FOR TWOIONE.WA Y STOP CONTROL SA nSFIED? X City of 5an Bernardino WARRANTS FOR STOP SIGN INSTALLATION ~ . B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use only at residential street intersections .xcluding arterials. collectors, local collectors. where ACT do not exceed 2,500 Vehicles on nch Intersecting Stre.t Warrant B is satisfied If B and any two of the criteria 8-1 through 8-12 are met CRITERIA REQUIREMENTS REMARKS y N Is there a petition signed by more than 10% 01 property B. owners/residents located within 600 feet of proposed stop ~n; AND TWO OF THE FOLLOWING CRITERIA ARE MET. 8-1. Schoo/localed within 6DO ",.t of interseclion Ind intersection is on "suggested route to school". 8-2. Streets leacfmg to intersection do not Intersect It right Ingles. , 8-3. One or more streets leading to intersection is at a gnde of more than 5%. Where one or more of the approaches, requiring the stop sign(s), 8-4. does not meet the required minimum sight distance. due 10 permanent view obstruction or roadway geometry. 8-5. Intersection is lbutting a park, major shopping center or other high pedestrian us. facility. 8-6. Pedestrian volume greater thin 440 unnslhr in any 8 hour period. The combined vehicular and pedestrian volume crossing the major 8-7 street exceeds 125 units during at least two hours where at least 200 vehicles enter the intersection each hour fi'om an approaches during any B-hour period. 8-8. One approach of the intersection is a driveway serving a commercial aru. 8-9. One approach of the intersection is a driveway servicing II residential property. Pass through (non-local traffle) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of the vehicle traffic 8-10 during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-holiday Tuesday, Wednesday. or Thursday. with IocBI " traffic defined as vehicles traversi~muting through the neighborhood. 8-11 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed 8-12 above or contained in the criteria of the State of California for the installation of stop signs exist at the intersection (as determinedlverilied by the City's licensed Traffic Engineer. S: IS S PLUS ANY TWO OF THE CRITERIA S-1 THROUGH 8-12 SATISFIED? . . S BY CITY AOMIN'STRA nve POUCY u.. om,.. .........,......._ _ ADT do ..._..... _ on _ """""'.... Warrant C is satisfied if C and any two condition. Co1 through C.10 ara met CRITERIA REQUIREMENTS REMARKS Y " Three or more accidents In a 12 month periOd SUScepl/b/e to CllITllclion C. by step signs; or at least ZOO vehicles enter Ihe iltersection each hour 6'om all Ifl/lrOaChes during any consecutive 8 hour P8ri0d; AND 7WO OF THE FOLLOWING CRITERIA ARE MET. C-t. School located Within fDO feet of intersection and Intltsection is on .suggestw/ route to schoo/-. C-2. Streets leading to intersection do not Intersect ,t right angles. C-3. One or more streets leading to intersection is at a".. ofmote than 5"- K4ret8 one or 1110II of /he BfJPrOaches, rsqulting /he stop Iignfs), -., not C-4. meet /he required minimum sight' distance. due to /1fImInent _ obstruction or /lIirCMoaY!/fIOmetry. C-5. Inte~ is abutting · park. major S/roppIng ctntr 01' other high P8destrlan use facility. C-6. Pedestrian VOlume is fll'Nter than 480 unit/hr in the 8-hour period. The combined vehicular and pedestrian volume crossing the major 8treet C.7. exceeds t25 units during at least two hours where Bt least 200 Vflhicfes enter the intersection each hour flam an iI/1PrOaches duting any 8-hour period. C-8. One IIpptOach of the intersection is a driveway HrvIng . ~I UN. C-9. One 8ppIDach of the intersection is a drivlWiy stMcing , ras/r/ent/.I /N'OfHrty. Pass through (rK1fI.Iocai tra1fIc) on the subject residential street exceeds 50 vehicles per hour and 4~ of /he vehicle tra1fIc during the hours flam 7.'00 C.tO. a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m. on a ~ Tuesday. Wednesday, or Thursday, with focal traf1ic defined as vehicles traversing/commuting through the neig/rbo,fJOOd, C-tt The vehicle VOlume entering /he intersectiOi, flam BII iIfJPrDaches exceeds 600 units during any hour at an inlersection. Less than desirabfe P8destrian or vehicular COI7diti.:ms not Isted above or C-t2 contained in the criteria of the State of Ca/ifom;a for the installation of stop signs exist at the intersection (as deJerminedNerilied by theCly's licensed Traffic Engineer. C: IS C PLUS ANY TWO CRITERIA C.1 THROUGH C.12 SAnSFIED? DID THIS LOCATION MEET ANY OF THE WARRANTs A.I, A-2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 [gJ 0 0 A.1 A-2 B C · ANY""" _ARE lET, ASTOP.......... 1E....AUEl> __AI. BY "''''''AMI c-... COl.WCI.ANll THE IHTERSETlON IS DESIGNATED A "STOP INTERSECTION" BY THE MAYOR AND COMMON COUNCIL. GOOd..IIk -........... ""~.. -... """'...,...,...........-. "...._. [>m- It meets the warrants or no!! C ACCIDENTS AND SAFETY WARRANTs FOR LOCAl RESIDENTIAL STREET- City of San Bernardino WARRANTS FOR STOP SIGN INSTALLATION LlICItion ........ bJIDatI POLICY Stop sign may be warranted at an intersection where any of the following warrants A.1. A.2. B or C are met A.1 STATE WARRANTS FOR MULTI.WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N TraffIC signals are warranted and urgenlly needed, multi-way stop need to be installed as interim measure until signal is installecJ Five or more right angle and/or turning ovement .. nts in recent 12 months All 3 Combined vehicle volume on '!1 LI conditions averages 500+ veh/hr . t!'~ listed 10 Combined vehicle and . volume on minor street during the the right same 8 hours averag + uniUhr, A 1.3 must be And met to Delay treet vehicles during the maximum hour of the same satisfy 8 30 secJhr warrant percentile approach speed exceeds 40 mph (64 kmIh), min. A-1.3 . vehicular voJume warrant is 70% of the above requirements A-1: IS STATE WARRANT FOR MULTl-WA YSTOP CONTROL SATlSRED? A-2 STATE WARRANTS FOR TWO/ONE.WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met REQUIREMENTS REM On the less important road at its intersection with a main road wile accident history justifies the placement of Stop signs. On a county road or city street with its int hig~y. AI the interseclion with two mal . stopped depends on the a movements. On a street enterin a lIy established through highway or street. On a minor here the safe approach speed is less than 10 mph (16 k At an ignalized intersection in a signalized area. ~ititerseclions where a combination of high speed, restricted view . / f~nd accident records indicates a need for control by the Stop sign. A.2: IS STA TE WARRANT FOR TWOIONE-WA Y STOP CONTROL SA TlSRED? A-1.1 A-1.2 CRITERIA A-2.1. A-2.2. A-2.3 A-2.4 A-2.5 A-2.6 A-2.7 . Y N a Stare highway b'alIic 10 be speeds, volumes and tuming B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use only at residential street intersections excluding arterials, collectol'l. local collectors, where ADT do not exceed 2,500 Vehicles on .ach Intersecting Street Warrant B Is satisfied if Band Iny two of the criteria B-1 through B.12ar. met CRITERIA B. 8-1. 8-2. 8-3. 8-4. 8-5. 8-6. 8-7 8-8. 8-9. 8-10 8-11 8-12 REQUIREMENTS Is lhere a petition signed by more than 60% of property ownerslresidentslocated within 600 feel of proposed stop sign; AND TWO OF THE FOLLOWING CRITERIA ARE MET. School located within 600 fe.t of intersection and Intersection is on "suggested route to sdrool". SIreeIs leading to intersection do not IntwslCt at right angles. One or IIIOIe streets leading to intersection is at a gmle of more than "'- Where one or more of the approaches, requiring the stop sign(s), does not meet the required minimum sight distance, due to pennanent view obstruction or roadway geometry. Intersection is abutting a pirie, major shopping center or other high pedestrian use facility. Pedestrian volume greater than 480 unltsll" in any 8 hour period. The combined vehicular and pedestrian volume crossing the major stteet exceeds 125 ooiIs during at least two hours whete at least 200 vehicles enter the intersection each hour from an approaches during any B-hour period. One eppIDBCh of the intersection is a driveway serving a commercial area. One eppIDBCh of the intersection is a driveway servicing a residential properly. Pass through (non-local traffic) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of the vehicle traffic during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-holiday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles traversing/commuting through the neighborhood. The vehide volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in the criteria of the State of California for the installation of stop signs exist at the intersection (as determined/verified by the City's licensed Traffic Engineer. B: IS B PLUS ANY TWO OF THE CRITERIA B.1 THROUGH B.12 SAnSFIED? REMARKS Y . N 'f 'j.. . ,. x :i , '/ , C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS . BY CITY ADMINISTRATIVE POLICY Use Only at Residential Street Intersections Where ADT do not exceed 2,500 Vehic'es on each Intersecting Street Warrant C is satisfied if C and any two conditions C.1 through C.10 are met CRITERIA REQUIREMENTS REMARKS Y N Three or more accidents in .12 month period susceptible to ClltI'IIdion C. by stop signs; or II least 2110 vehicles enter the inteIsection each hour from aft approaches during any COIIseaJtive B hour period; AND 7WO OF THE FOLLOWING CRITERIA ARE MET. C-f. SchoollocMed within fOO feet of intersection and Intlrsection is on "suggalwd route to school". C-2. Streets leading to intersection do not intersect at right angles. C-3. One or more streets leading to intersection is at a ".. of more """ 5"- . WIrete one or more 01 the approaches, l8lluiring the stop lign(s), does not C-4. meet the required minimum sight distance, due to permanent Wew obstruction or roadway geometty. C-5. Intersection is abutting a parlr. ",.jor shopping centlr or other high pedestrian un facility. C-6. Pedestrian wlume is gruter than 410 unitlflr in the 8-hour period. The combined vehicular and pedestrian volume crossing the IfIIjor street C.7. exceeds 125 units during at least IIwo houts whell at least 200 vehicles enter the intersection each hour Iiom alllIpfJfOaChes during any 8-hour period. C-8. One approach of the i1tersection is a driftway IfrVIng . conrmerr;ial .,.,. C-9. One approach of the intersection is a drlvew.y slfYk/ng . m/dential property. Pass through (non.focallrall'ic) 011 the subject llsidentia/ street exceeds 50 vehicles per hour and 40% of the vehicle IraII'ic during the hours from 7:00 C-fO. a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m. on a non.hoIiday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles traversinglcommuting thtough the neighborhood. . C-ff The vehicle volume entering the intersection from aI apptoac/res exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions net fsted above or C-12 ~~inthe~Wofthe&~of~~~the~~oI~ signs exist at the intersection (as determinedlverilied by the City's licensed T raHie Engineer. C: IS C PLUS ANY TWO CRITERIA Co1 THROUGH C.12 SATISFIED? DID THIS LOCATION MEET ANY OF THE WARRANTS A.1, A.2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 0 00 0 . A.1 A-2 B C IF ANY OF THE WARRANTS ARE MET, A STOP SIGN SHOULD BE INSTAllED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND THE INTERSETlON IS DESIGNATED A "STOP INTERSECTION" BY THE MAYOR AND COMMON COUNCIL. Good b'affic engineering judgment must be exercised befqre installing stop signs at certain intersections (whether it meets the warrants or not) POLICY Stop sign may be warranted at an intersection where any of the following wamnts A.1, A-2,.8 or C are met A-1 STATE WARRANTS FOR MULTI-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met REQUIREMENTS REMARKS. Y Traffic signals are warranted and urgently needed, multi-way stop need to be installed as interim measure until signal is instailed Five or more right angle and/or turning movement accidents in recent 12 months All 3 Combined vehicle volume on both s conditions averages 500+ vehlhr listed to Combined vehicle and pedestri the right same 8 hours ave !JOO+ A 1.3 must be And 'U. v. met to Delay to minor s vehicles during the maximum hour of !he same satisfy 8 hours a 30 sechtr warrant 8 rcentile approach speed exceeds 40 mph (64 kmIh), min. A-1.3 icular volume warrant is 70% of the above requirements A-1: IS STA 7i 'ARRANT FOR MULTI.WA Y STOP CONTROL SA T1SRED? A-2 STATE WARRANTS FOR TWO/ONE.WAY STOP CONTROL Wamnt is satisfied if any of the foilowing criteria are met REQUIREMENTS REMARKS On the less important road at its intersection with a main road where accident history justifies the placement of Stop signs. On a county road or city street with its intersectio with a Stare high}vay. At the intersection with two main hig stopped depends on the app movements. On a street ente . ng a al bfished through highway or street. On a minor re the safe approach speed is less than 10 mph (16 At an u ,nalized intersection in a signalized area. . tersections where a combination of high speed, restricted view and accident records indicates a need for control by the Stop sign. A-2: IS STA WARRANT FOR 1WOIONE.WA Y STOP CONTROL SA T1SFIED? CRITERIA A-1.1 A-1.2 CRITERIA A-2.1. A-2.2. A-2.3 A-2.4 A-2.5 A-2.6 City of 5an Bernardino WARRANTS FOR STOP SIGN INSTALLATION Lacalion PIIpIrId ~ N Y N Y traffic to be . lumes and tuming A-2.7 . B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Use only at residential street intersections Ixcluding arterials, collectors. local collectors, where ADT do not exceed 2.500 Vehicles on each Intersecting Street Warrant B Is satisfied If B and any two of the criteria 8-1 through 8-12 are met CRITERIA REQUIREMENTS REMARKS Y N Is there a petl1lon signed by more than 60% of property 'I B. owners/residents located within 600 feet of proposed stop sign; AND TWO DF THE FOLLOWING CRITERIA ARE MET. 8-1. School located within 600 fe,t of infersection ,nd intersection is on "SlIfIfIISted roum to sdrool". 8-2. Streets leading to intersection do not Intersect ,t right angles. 8-3. One or more streets leading to intersection is at a gradl of more 'I th,n "'. Where one or more of the approaches, requiring the stop sign(s), 8-4. does not meet the required minimum sight distance, due to 1 permanent view obstruction or roadway geometry. 8-5. Intersection is 'butting' park, major shopping center or other high pedestrian use facility. . 8-6. Pedestrian volume grutIf than 4ID unitslhr in any 8 hour period. The combined vehicular and pedestrian VOlume crossing the major 8-7 street exceeds 125 units during at least two hours whet8 at least 200 vehicles enter the intersection each hour m aD approaches during any IJ.hour period. 8-8. One approach of the intersection is a driveway serving a commercial atla. B-9. One approach of the intersection is a driveway servicing a 'I resident/al property. Pass through (non..Joca1 traffic) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of the vehicle traffic 8-10 during the hours from 7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-holiday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles traversing/commuting through the neighborhood. B-11 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hOur at an intersection. Less than desirable pedestrian or vehicular conditions not listed 8-12 above or contained in the criteria of the State of California for the installation of stop signs exist at the intersection (as determinecVverified by the City's licensed TraffIC Engineer. B: IS BPLUS ANY TWO OF THE CRITERIA B-1 THROUGH 8-12SAnSFIED? ..,J ,.... jIfi. C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAl RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POUCY Use Only at Residential Street Intersections Where ADT do not exceed 2,500 VehiCles on each Intersecting Street Warrant C is satisfied if C and any two conditions C-t tlttough C.to Ire met CRITERIA REQUIREMENTS REMARKS Y N Three or more accidents in .. 12 month period sUSC8plible to QlfIICIion by sIllp signs; or at lust 2UO vehicles enter the illelsectian each hcu from all approaches during any consecutive B hour period' AND 7WO OF THE e. , FOLLOWING CRITERIA ARE IIET. C-1. School toc<<ed within fOO Iftt of intersection and IntwsKtiun is on "suggatwI fOIItI to school". C-2. Streets leacflflg to intersection do not Intersect at right a",_ C-3. One or more st1eets leading to intersection is .a grade of IIIGrI fIlan ~ ~ one or more oIthe IpprDBches, requ/ring /he stop lign(s}, don not C-4. meet the required minimum sight dist8flCe, due to permanent VI8w obstruction or fDBdway geometry. C-5. Intersection is abutting . parlr, major shopping centlr or oIhIr high pedestrian us. fKlHty. C-6. Pedestrian volume is IITNtIr tNn "D unitlhr In the 8-hour period. The combined vehicular and pedestrian volume cross;,g the major s/teet C-7. exceeds 125 units during at least lito hours whert at least 200 vehicles enter the intersection each hour from all llpprOaches during SIIy B-hour period. C-B. One tIppIOaCh 01 tire intersecticn is a driveway SWYinfI. cortInIIrcIal 'TN. e-g. One approach 01 tire intersection is a driveway servicing. ruldentMl pt'Op<<ty. Pass through (non-Iocai traffic) 0II1he subject residential street exceeds 50 vehicles per hour and 4"" of the vehicle traffic during tire hours from 7:00 e-10. a.m. to g:OO a.m. and 4:00 p.m. to 6:00 p.m. 011 a non-hoIiday Tuesday, Wednesday. or Thursday, with IocaJ traffic de6ned as vehicles traversingIcommuting through the ~. e-11 The vehicle Wliume entering the Intersection from all approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conrJitj"ns na Isted aboII8 or '"C-12 contained in tire criteria 01 the State 01 Cartfomja for the installation 01 stop signs exist at the intersection (as determinedlveri/ied by the Cly's Hcensed Traffic Engineer. C: IS C PLUS ANY 7WO CRITERIA C-1 THROUGH C-12 SAnSRED? DID THIS LOCATION MEET ANY OF THE WARRANTS A.1, A.2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 0 [K] 0 A-1 A-2 B C IF ANY OF THE WARRANTS ARE MET, A STOP SIGN SHOULD BE INSTAlLED AFTER APPROVAl BY MAYOR AND COMMON COUNCIL AND THE INTERSETION IS DESIGNATED A "STOP INTERSECTION" BY THE MAYOR AND COIlMON COUNCIL Good traffic engineering judgment must be exercised before installing stop signs It certain intersections (whether it meets the warrlnts or not) . . . . . . . . . 5477 N. Jasmine Sl San !lemudino, CA 92407-2449 Residents of Country Comers Development City Of San Bernardino Tony Lugo 300 North D Street San Bernardino, CA 92418 May 24, 2004 Dear Mr. Lugo We the residents in a portion of the 5th Ward of this city are requesting mitigation from the speeders traversing our neighborhood. We would lik~to have stop signs considered for the following intersections; College ~;~,~ and Astor, Astor and Dahlia, Sheridan and Thistle, Sheridan ~~d, Sheridan and Jasmine, Jasmine and Universal, Jasmine ~i!"uth, JlI.'m1ine and Marigold. This should reduce the speeds within and reduce the number of persons using this neighborhood as a short cut between College and Kendall. If there are alternate methods to reduce the speed on a continuous basis, we would welcome your or Mr. Funk's response. I have the written support of 110 residents in this neighborhood. I'm sending copies of this letter and the signed petitions to Mr. James Funk and Mr. Chas Kelley. * Sincerely, ~ ~ rn;:~;;4rn [Q) Larry A. Heasley Resident CC:ALUGO CKELLEY Cl ['( OF SAN 8ERNARD!NO DEVELOPMENT SERVICES OEPARTMENT Attachments, 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . PETITION City of San Bernardino Mr. James Funk 300 North "OM Street San Bernardino, CA 92418 (909) 384-5211 May 11, 2004 Petition For Redress of Traffic Speeds This is a petition for traffic control signs to Illduce the &peed of the through traffic in the neighborhood ben"J1!len College and Kendall Drive. We the I8Sidents signing below wish to have c0ntr0lied Intenlec.1iOn8 utiIlzMg'StOpsigna at the folloWing ihleraec:tion8; College and Iris. Iris and Aster, AtIlt<< andOMlia, Jasmine andH~jtll, Jesmine and Univer8aI. 4, . Jasmine and Sheridan, Sheridan and DBBrfteId, 811 oftheee IntenJedi0n8 81'8 three '!Jay. We feel that this would reduce the speed. There are no traffic controls at any of these intersections and with the congestion on University Ave, Jasmine and Astor have become an altemate route for accessing Cal-State. Name Address ~r" ~ l\o A~ ~\~ ~. S~~lJ. . ~.q,. ~<O~,~ ~'lU ":S~_..."'t.'1..'\" 6' Sfq~.IQ 1Il0M,Sttl 5'.J.7Q Jast'YIi1\.l S~ R'fA.rJ l/tOI1SON sZ"1-c, ~S"'~At Sf \\ .0. feR- ,~rn;,,~ ~ ....-::- J Pm /4. (,AJ", tI SJ Sa- s k., Sf- ~ ~II~ ~,VJ~ " PETITION City of San Bernardino Mr. James Funk 300 North "0" Street San Bemardino. CA 92418 (909) 384-5211 Petition For Redress of Traffic Speeds This is . petition for traffic control signs to reduce the speed of the through traffic in the neighborhood between College and Kendall Drive. We the residents signing below wish to have vOllb4ll8d1l.~ IS utilizing stop signs at the foIb"inglhlel'leotioiW; CoR8glt end..... ktuneS AatIJr, Aat.<< end DahlIa, JeImine and Hyacil,lh. ~ and Univer88I, Jasmine and Sheridlln, Sheridan and Oeerfteld, aD of th88e IntenIecIio."l8 .. mree ~. We1'8el that this would reduce the Ipled. There ere no traffic vOlIbols at any ofthe8e inter88dions and with the OClrlgeItion on University Ave, Jasmine and Aat.<< have become an alternate route for acceesing Cal-S18te. May 11, 2004 "" Name Address IUD Z -Z~ ~c- ~' ] ~fA6k .7. PETITION City of San Bernardino Mr. James Funk 300 North "0" Street San Bernardino. CA 92418 (909) 3&1-5211 May 11, 2004 Petition For Redress of Traffic Spseda This is a petition for traffic \NIlb 01 signs to reduce the speed of the through traffic in the neighborhood between College and Kendall Drive, We the residenta signing below wish to have COtlbolled int8nleCtiOn$ utlIlzingstop Iigns et the foIkl.1Jing in\ereectio'-1a; CoI1ege and Iris. Iris and AatM. list<< and D8hIIa,JaernIne and Ht-..lulh.J.miI'Mund UniverI8I. Jasmine snd Sheridan, Sheridan and Deerfteld. 811 ofthe8e 1nterIecIIona... thI8e way. we t'8eI that this would reduce the speed. There are no traffic ,.(),Iboht at any of the8e InlereeCtiona and with the cor.gelltion on University Ave. Jasmine and AstDr have become an aItem8te route for aocessing Cal-State. t .Dot Ai~ '53~5 ~ n I Yai naY"" S'I OS- As-te.~ S-r. l>^Y K,..l;J,s,tt.,"- 5'fZ't. A~'U .)+. ~ Add..... q- 55'/C, I ?~~l~~ ~ M,(),l1li Col(D€ll 5505 lisTER .2_ PETITION City of San Bernardino Mr. James Funk 300 North "0" Street San Bernardino, CA 92418 (909) 380i-5211 Petition For Redress of Traffic Speeds This is a petition for tra1fic control signs to reduce the spilled of the through traffic in the nelghbortlood between College and Kendall Drive. We the residents aignIng below wish to heve controll8d ItIWIeC::tiOna utIIIziIlg Stop ligna at the. following. interleCtloo-,a; =.=:~s:;'=:Seerfto::.';=~:"''::~~=' that this would reduoe the speed. There are no traft\C \iUlIbuls It eny ofthe88 hltereec:tions end with the cor..,eation on University Ave. J88l1line and Astor have become an altemat8 route for acces-ing CaJ..State. May 11, 2004 ~. '" . Name ;t.) IU KiN Address 5qlo\\~. nature . c ("~?x:'(Y LID ~/~. ~ !,;'4JJ /v.JAr ,\.)~ ST _.,0 _ , PETITION City of san Bernardino Mr. James Funk 300 North HO" Street San Bemardino. CA 92418 (909) 3&4-5211 Petition For Redress of Traffic Speeds This is a petition for traffic control signa to reduce the speed of the through traffic in the neighborhood between College and KendaU Drive. We the I'88identa signing below wish to have cOhbolled intersedioi1a utilizing atop signs 8t the foIIoMnginter8el:tic)lI; . College end Irl!. ~ fmdAeter, AM<< fmd DabII8. .I8Imine.fmdH_llll.. .IaImine end UniveruI, Jasmine and Sheridan, Sheridan and D88rfte1d. aU ofthe8e interIeclIons ant three way. W. f8eI that this wouJd reduce the apllecf. There 81'8 no traftic COllb\Jha 8t any oftheee inlenlections and with the congestion on University Ave, Jasmine and Astor have become an alternate route for accessing CaJ-State. May 11,2004 Name Address re M IC"d/c. kt, 5J/qlJ N. ski' Sf. J 5'./5 ~j ~rv 5711- /V ~~ S4@QN. J\ ~ Y\1 O({~'e' ~~ .Q. , . PETITION City of San Bernardino Mr. James Funk 300 NofU1 "D" StnMt San Bernardino. CA 92418 (gag) 384-5211 May 11, 2004 Petition For Redrus of Traffic Speeds This is a petition for traffic: \;()llbolaigna to reduce the SP"ll~ of the through traffic: in the neighborhood betWeen Col. and Kend811 Drive. We the residents algning below with to have c0ntr0lied i~1JtiIiZing1ltop .8lgnI aUhe following ifltflfl8Ctioi'ls; COllege M'Id Iris, Iris and A1Itef,Astor end D8h1ia. J8ernine end HyacInth;Jatmine and Univer8aI, Jasmine and Sherid8n. S/1eIId8n and Oe.rIIeId, ell ofthe8e 1nterwtK:tiona... three "(Jey. We feel that this would reduce the speetl. There MI no tnIf'/IcCOltbollllt any ofthele illtelll8Ctio.,. and with the congestion on University Ave, Jasmine and Allor have become an altemate route for ao::using CaJ..St8te. Name AddntS8 Pi ~~f)'{ 51"". ..'" 1.1. \<.. V~rc0'll ~ k'O\\ C) :2-';2..1 ~ s.n,."~t ~ 1.:u4 ~~ , STh~ ~~ ~" "L rfAz,~A)t,~, 1J;. Slj~~ ~1I~'1t\.Q. ~t Se,. . . , . PETITION City of San Bernardino Mr. James Funk 300 North -0" Street San Bemerdino, CA 92418 (909) 384-5211 Petition For Redl'88S of Traffic Speeds This is a petition for traflic control signs to reduce the speed of the through traffic in the neighborhood bet\"J88n College ancll(enclell DrIve. We the AI8idents signing below wish to have cohbOlled inteI..ctio..,. utIIIzlng atop signs at the IbIk.wing l~; College end 1ris..I.. end Aster. Astor andDehlla. ~ end Hy..cillth.. Jaemine end UnivenleI, Jasmine and SherIdan, Sheridan and D8er1leld. aU of these Intsraecllons ara three way. we f8eI that this wouIdradLa the speed. TtNn are notraf'lic cohbole at any of theee i....'I8QiQ."'1Sancl with the COlagation on University Ave, Jasmine 8ncl Astor h8Y8 become an altern8te route for accessing Cel-State. May 11, 2004 1 ~~ b, 7J.Ilsr/~S'T" ~~ .~-~ S.5114sY- jq ::>-S-P? A!f~ .jnr7t.~~. ~~~q t6' Sf ..to , . \ . PEnnON City of San Bernardino Mr. James Funk 300 North "0" Street San Bernardino. CA 92418 (909) 384-5211 Petition For Redresa of Traffic Speeds May 11.2004 This is a petition for traffic control signs to reduce the speed of the through trafflc In the neighborhoOd between College and Kendall Drive. We the residents signing !)eIow wish to have ....... tb vlled .1nterWeCtianS \.ItiIiZIng.lltop lIigns at the following intersectiooa; Coll!lge and llie,ln. canclAster,Aator 8nd DehIIa,.JaImIne 8nd Hy~.IIJ. Jasrninep Univer8al. Jasmine and Sheridan. Sheridan and Deerfteld. an of thel!l81nter88ctioJ,. are three '.vay. We feel that thiawould f8duce the 8IlBl!ld. There.. no traftic.COJlbolt at any 01 these k4enlections and with the congestion on University Ave. J8l!lfT1ine and Astor have become an aItemat8 route for accessing Cal-State. Name Address L." ~sk ~771V. Jls,.,,. ltf1I: MiKe. \\0V"r\~ S-1~ J.ASn..: ,h. st. M &) e.e.n ~ot'h 5~' ~a3Mil\e. SI-. JoIC. Ails Ss:z.f. /Ish: S..J. .~.' !,-/J-lJ S"-II-tJ ?J /z- b<{. '5- /3-0<1 ~~~ 53S"'1 '. S ~39:; "'. Askr ~. M ~ ~~\~ s - 1 - . . \ PETITION City of san Bernardino Mr. James Funk 300 North "[)" Street San Bernardino, CA 92418 (909) 384-5211 May 11, 2004 Petition For Redress of Traffic Speeds This is a petition for traffic control signs to reduce the Ipeed of the through traffic in the neighborhood b8tw88n College and Kendall DrIve. We the residents signing below wish to have .......ltlolled intersectionS utilizing stop signs at the following inter.clio;,.; College and Iris. Iris and Aater. AstDr and Dahlia, Jasmine and HyacInth. Jaamineand Univera8I, Jasmine and Sheridan. Sheridan and Deel1leld. all of these interaectlon8 are thr88 way. w. f8eI that this would reduce the Ipeed. There are no traffic controIe at any of these inter..clio;,. and with the congestion on University Ave. Jasmine and Astor have become an altemate route for accsssing eel-State. Name Address . nature ~ r'\I ~i- ~ Cl,."t?t?ec.-c ~ t4ve I (a.tte \)}.n \~ \ \G '5'2..-'1 S- ~ \.D'l\50 ':J'J7fp .J~twE ':JT. , m~ . -.J , ~. UV. ~ . L\'~lY\Whlte 21QS W 9\er\ d Q.Vl ~ ~~ L ) .. . .. PETITION City of San Bernardino Mr. James Funk 300 North "0" Sb~t San Bernardino, CA 92418 (909) 384-5211 May ii, 2004 Petition For Redress of Traffic Speecls This is a petition for trafI'ic ~ .b\JI signs to reduce the speed of the through trafI'ic in the neighboltlood between College end Kendall Drive. We the residents lignlng belaNwish to have oontroIIed ~ utilizing stop ligns at the following intenledIons; College and 1riI, IriI and Aster, Mta end DehIie, J8Imlne end HyKj.,lh. Jasmine end Universal. Jasmine and Sheridan, Sheridan and Deerfteld, au of theIe lnterIectIons .. three vl8'/. We feel that this would reduce the lIP II cI. Thent 81'8 no trat'IIc COI,bols at eny of theM InterMctions and with the congestion on University Ave, Jasmine end Astor heve become an.aIl8m8te route for IlCC8Ising Cel-State. Name Address uu~ Na~/V }3A4 WA~ tJ11l :5/. L~) ~~ ~ g. ~~ ~c. 2..-:,1." ~"'-CA"""\... <;..1. ~freL..:. ~ ~