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Home My WebLink About2005-085 RESOLUTION NO. 2005-85 RESOLUTION OF THE CITY OF SAN BERNARDINO AMENDING RESOLUTION 1 NO. 655 ENTITLED, IN PART, "A RESOLUTION... DESIGNATING CERTAIN 2 STREETS, OR PORTIONS THEREOF AS THROUGH HIGHWAYS..." AND DECLARING MAGNOLIA AVENUE FROM BELMONT AVENUE TO GARFIELD 3 STREET A THROUGH HIGHWAY. 4 5 6 7 8 9 10 11 12 II 13 II 14 15 16 17 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1: Resolution No. 655, which designates certain streets, or portions thereof, as through highways, Section One is amended by adding Subsection (9.67) MAGNOLIA A VENUE to read as follows: "(9.67) MAGNOLIA AVENUE (Verdemont) (A) From Belmont Avenue to Garfield Street." 18 19 20 21 22 23 24 25 26 27 28 1 RESO: AMENDING RESOLUTION 655 DECLARING MAGNOLIA AVENUE A THROUGH HIGHWAY FROM BELMONT A VENUE TO GARFIELD STREET. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 By 26 27 28 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and Common Council of the City of San Bernardino at a joint regular meeting thereof, held on the 18th April day of , 2005 by the following vote, to- wit: COUNCIL MEMBERS ESTRADA LONGVILLE MC GINNIS DERRY KELLEY JOHNSON MC CAMMACK The foregoing resolution IS hereby approved RaflW C1 aNu i<J SJ Rattt~~~~ this:Jffl1. day of April ,2005. Approved as to form and legal content: James F. Penman City Attorney /I I. City of 5an Bernardino WARRANTS FOR STOP SIGN INSTALLATION Location Existing Control Prtpaml bylDatl ~ bylD~lI . /:/.;"."'" .j. 4c /'" /~<-'"v.> ~ A'/i --' ~- ~;4L . /711:2. JM/~') ./ 'l/ / 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 MUL TI.WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met CRITERIA REQUIREMENTS REMARKS Y N I A-1.1 Traffic signals are warranted and urgently needed. multi-way stop , need to be installed as interim measure until signal is installed , Five or more right angle and/or turning movement accidents in A-\.2 recent 12 months AlIJ 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+ uniVhr. 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 km/h), min. A-1.J vehicular volume warrant is 70% of the above requirements A.1: IS STA TE WARRANT FOR MULn.WA Y STOP CONTROL SA nSRED? 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 highY"lY. 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. A-2.5 On a minor street where the safe approach speed is less than 10 -1- mph (16 km/h). 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 nSFlED? >( 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 exceed 2,500 Vehicles on each Intersecting Street Warrant B is satisfied If B and any two of the criteria B-1 through B-12 are met REQUIREMENTS REMARKS Is there a petition signed by more than 60% of property owners/residents located within 600 feet of proposed stop sign; AND TWO OF THE FOLLOWING CRITERIA ARE MET. School located within 600 feef of intersection and intersection is on .suggested route to school". Streets leading to intersection do not intersect at right .ng/es. 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). . does not meet the required minimum sight distance, due to. pennanent view obstruction or roadway geometry. Intersection is abutting a park, major shopping center or other high pedestrian use facility. Pedestrian lIOIume greater than 480 unitslhr in any 8 hour period. The combined vehicular and pedestrian lIOIume crossing the major street exceeds 125 units during at least two hours where at least 200 vehicles enter the intersection each hour from aU approaches during any B-hour period. One approach of the intersection is a driveway serving II commercial area. One approach of the intersection is a driveway servicing II residential propetfy. Pass through (non-local trafflc) on the subject residential street exceeds 50 vehicles per hour and exceeds 40% of /he vehicle traffic during the hours from 7:00 a.m. 10 9:00 a.m. and 4:00 p.m. to 6:00 p.m: on a non-ho/iday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles lraversing/commuting through the neighborhood. The vehicle volume entering the intersection from aU 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 instaUation of stop signs exist at the intersection (as detenniiredlverified by the City's licensed T raffle Engineer. 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 y N 8: IS 8 PLUS ANY TWO OFTHE CRITERIA B-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-1 through C-10 are met CRITERIA REQUIREMENTS REMARKS Y N Three or more accidents in a 12 month period susceptible to correction C. by stop signs; or at least 200 vehicles enter the inlefsection each hour from all approaches during any consecutive 8 hour period; AND 7WO OF THE FOLLOWING CRITERIA ARE MET. Cot. SchoolJocated within 600 "et of intersection and intersection is on "suggested 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 g"de 01 more than 5". WIle" one or more of the ap(JIfJaI:hes, requiring the stop sign(s), does not C-4. meet the required minimum sight distance. due to permanent view obstruction or roadway geometty. C-5. Intersection is ,butting , parle. major shopping Cllflter or other high pedestrian us. facility. C-6. Pedestrian volume is greater than 480 unitn" in the 8-hour period. The combined vehicular and pedestrian volume crossing the major street C-7. exceeds t 25 units during at least two hours wile" at least 200 vehicles enter the intersection each hour from aU approaches during any 8-hour period. C-8. One approach of the intersection is a driveway serving , commen:;al ,m. c.g. One approach of the intersection is a driveway servicing a residentiat propttfy. Pass through (non-IocaI trafflc) 0/1 the subject "sidential street exceeds 50 vehicles per hour and 40% of the vehicle traffic: during the hours Iiom 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. or Thursday, with local trafflc defined as vehicles traversing/commuting through the neighborhood. C.ff The vehicle lIOIume entering the intersection from all approaches exceeds 600 units duMg any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or C-t2 contained in the criteria of the State of Cali/omla for the installation of stop signs exist at the Intersection (as determlnedNerified by the City's licensed Traffic Engineer. C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-12 SA T1SFIED? DID THIS LOCATION MEET ANY OF THE WARRANTS A.1, A.2, B OR C ABOVE? IF YES, CHECK WARRANTS MET D ~ D D A.1 A-2 B C IF A1ff 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 not) Location Existing Control Pllpa," 1;;o.te . ?JJ;;ed bylDate 4/ J oiL...:'/ (' /74.-1 d ~ /h/of ./.IJiI? 7' '7 ~ J u. ')- '3{"'I7~~ ./7 </'7 /' 7 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 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 turning 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+ unit/hr. 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 km/h), 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 highY'lY. At the intersection with two main highways. The highway traffic to 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 y; 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 T1SFIED? y1 City of San Bernardino WARRANTS FOR STOP SIGN INSTALLATION , B. PETITION WARRANTS FOR LOCAL RESIDENTIAL STREETS i BY CITY ADMINISTRATIVE POLICY Use only at residential street intersections excluding arterials, collectors, local collectors, where ACT do not exceed 2,500 Vehicles on each Intersecting Street Warrant 8 is satisfied if 8 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 located within 600 feet of proposed slop 59n; 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 leading to intersection do not Intersect at right .ng/es. 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 required minimum sight distance, due to pennanent viewobs/nJction or roadway geometl}'. 8-5. Intersection is abutting a park, major shopping center or other high pedestrian use facility. 8.6. Pedestrian volume greater than 480 un/tslhr in any 8 hour period. The combined vehicular and pedestrian volume crossing the major 8-7 street exceeds 125 units during at least Iwo hours where at least 200 vehicles enter the intersection each hour from an approaches during any 8-hour period. 8-8. ()!e approach of the intersection is a driveway serving a commercial area. 8-9. ()!e approach of the intersection is a driveway servicing a resident/al property. Pass through (non-/ocal 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-ho/iday Tuesday, Wednesday, or Thursday, with local traffic defined as vehicles 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 Califomia for the instal/ation of stop signs exist at the intersection (as determinedlverified by the City's licensed Traffic Engineer. a: IS a PLUS ANY TWO OF THE CRITERIA a-1 THROUGH a-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-1 through C-10 are met CRITERIA REQUIREMENTS REMARKS Y N Three or more accidents in I 12 month period susceptible to correction C. by stop signs; or at least 200 vehicles enter the intersection each hour from all approaches during any consecutive 8 hour period; AND TWO OF THE FOLLOWING CRITERIA ARE MET. C-1. School located within 600 feet of intersection IInd intersection is on .suggested route to schoor. C-2. Streets leading to intersection do not intersect at right Ingles. C.3. One or more streets leading to intersection is at a grade of more thin 5". Where one or more of the approaChes, requiring the stop sign(s), does not C-4. meet the required minimum sight distance, due to permanent view obstruction or roadway geometry. C.5. tntersection is abutting , parle, major shoppIng center or other high pedestrian use facility. C-6. Pedestrian volume is greater thin 480 unitlhr in the 8-hour period. The combined vehicular and pedestrian volume crossing the major street C.7. exceeds 125 units during at least two hours where at least 200 vehicfes enter the intersection each hour from all approaches during any B-hour period. C-8. One approach of the intersection is a driveway serving I commercial llrea. C-9. One approach of the intersection is a driveway servicing , residential property. Pass through (non-local traffic) on the subject residential street exceeds 50 vehicles per hour and 40% of the vehicle traffic during the hours from 7:00 C-10. 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 toeal traffic defined as vehicles traversing/commuting through the neighborhood. C-11 The vehicle volume entering the intersection from aU approaches exceeds 600 units during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or C-12 contained in the criteria of the State of CaHfomia fer the instaUation of stop signs exist at the Intersection (as determinedNeritied by the City's licensed Traffic Engineer. C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-12 SA nSFIED? DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? IF YES, CHECK WARRANTS MET 0 ~ D 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 COMMON COUNCIL. Good traffic engineering judgment must be exercised before installing stop signs at certain intersections (whether it meets the warrants or notl- ~