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HomeMy WebLinkAbout05.I- Public Works 5.1 RESOLUTION (ID # 4622) DOC ID: 4622 B CITY OF SAN BERNARDINO — REQUEST FOR COUNCIL ACTION In Support/Opposition From: Chris Alanis M/CC Meeting Date: 10/17/2016 Prepared by: Tony Lugo, (909) 384-5140 Dept: Public Works Ward(s): 1, 5 & 7 Subject: Resolution of the Mayor and Common Council of the City of San Bernardino Amending Resolution No. 655 Entitled, in Part, "A Resolution....Designating Certain Streets or Portions Thereof as through Highways" to Establish a One-Way Stop at the Intersections of Pumalo Street at Erwin Avenue, and Pumalo Street at Conejo Drive, Declaring College Avenue a through Highway from University Parkway to and Including Lilac Street and to Establish a Three Way Stop at the Intersection of Allen Street and Julia Street. (#4622) Current Business Registration Certificate: Not Applicable Financial Impact: The estimated cost installing the stop signs and pavement markings will be approximately $ 5,000.00 and will come out of account no. 126-400-0093-5111. Motion: Adopt the Resolution. Synopsis of Previous Council Action: None Background: College Avenue between University Parkway and Lilac Street: The Public Works Department received a request to evaluate the intersection of College Avenue and Revere Avenue for stop signs. This intersection is currently uncontrolled. Staff expanded the investigation to include all streets that intersect College Avenue from University Parkway to the end College Avenue. The end of College Avenue is approximately 0.8 miles north of University Parkway. Ten streets intersect College Avenue within this segment length. Five of these intersections are controlled by stop signs the other five are not controlled. Staff determined that safety would be enhanced by installing stop signs on all the approaches to College Avenue within this road segment and therefore recommends that College Avenue be declared a through highway thereby authorizing the installation of stop signs at all approaches to College Avenue within these limits. Staff therefore recommends that College Avenue be declared a through-highway from University Parkway then northwest to and including Lilac Street. This will allow the installation of stop signs on all approaches to College Avenue within this road segment. Updated: 10/11/2016 by Jolena E. Grider B Packet Pg. 333 5.1 4622 Pumalo Street at Conejo Drive and Pumalo Street at Erwin Avenue: The Public Works Department received a request to evaluate school pedestrian safety on Pumalo Street in front of Jefferson Hunt Elementary School. In the course of the evaluation, it was noted there are two uncontrolled intersections in the immediate vicinity of the school. These intersections are Pumalo Street at Erwin Avenue and Pumalo Street at Conejo Drive. Staff determined that traffic safety, including that of school pedestrians would be enhanced if stop signs are installed on each of these street's approaches to Pumalo Street. Staff therefore recommends that the attached Resolution be approved authorizing the installation of stop signs on Conejo Drive's and Erwin Avenue's approaches to Pumalo Street. Allen Street at Julia Street: Public Works received several requests to evaluate the intersection Allen Street and Julia Street for pedestrian safety. Particularly for school pedestrian safety as Dominguez Elementary School is immediately adjacent to the intersection and children on their way to/from school cross at this intersection. One of the requests is that a three- way stop be installed. This is a "T" type intersection that is currently controlled by a one- way stop. Since both of these streets are classified as local residential streets and carry low traffic volumes, the intersection was evaluated for three-way stop in accordance with the City's Administrative Policy for Stop Sign Installation. A petition was prepared by staff and signed by the residents in the vicinity of the intersection. Pursuant to the evaluation staff has determined that this intersection meets Warrant "B" of the Administrative Policy (See attachment). This warrant is satisfied when sixty (60) percent of the residents located within six-hundred (600) feet of the proposed stop controls sign a petition agreeing to the installation and at least two other criteria are met. At this intersection criteria B-1 and B-5 are met. Part B-1 is met when a school is located within 600 feet of the intersection and is on the suggested route to school. Part B-9 is met when the intersection is abutting a park, major shopping center or other high pedestrian use facility. In this case, Meadowbrook Park is located adjacent to the intersection on the northwest corner. Since the intersection meets warrant "B" of the Administrative Policy for installation signs, staff recommends the installation of a three-way stop at the intersection of Allen Street at Julia Street. City Attorney Review: Supporting Documents: Reso Doc (DOC) College Ave - Warrants (PDF) Updated: 10/11/2016 by Jolena E. Grider B PacketPg. 334 5J E 4622 Pumalo St - Warrants (PDF) Allen St & Julia St - Warrants (PDF) Pumalo St - Vicinity Map (PDF) College Av northwest of University Pkwy - Vicinity Map (PDF) Allen St & Julia St - Vicinity Map (PDF) Updated: 10/11/2016 by Jolena E. Grider B Packet Pg. 335 . rrrrl�r 5.I.a 1 RESOLUTION NO. 2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AMENDING RESOLUTION NO. 655 ENTITLED, IN PART, 3 "A RESOLUTION....DESIGNATING CERTAIN STREETS OR PORTIONS 4 THEREOF AS THROUGH HIGHWAYS" TO ESTABLISH A ONE-WAY STOP AT } THE INTERSECTIONS OF PUMALO STREET AT ERWIN AVENUE, AND 5 PUMALO STREET AT CONEJO DRIVE, DECLARING COLLEGE AVENUE A THROUGH HIGHWAY FROM UNIVERSITY PARKWAY TO AND INCLUDING -c�' 6 LILAC STREET AND TO ESTABLISH A THREE WAY STOP AT THE 7 INTERSECTION OF ALLEN STREET AND JULIA STREET. o Cn 8 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: 0 9 10 SECTION 1. Resolution No. 655, which designates certain streets or portions n 11 thereof, as through highways, Section One is amended by amending Subsection (14.23) Q 12 PUMALO STREET to read as follows: 13 (14.23) PUMALO STREET n 14 0 15 (A) At its intersection with Conejo Drive. E n. 16 (B) At its intersection with Erwin Avenue. _ 17 (C) From Del Rosa Avenue to Date Place." a 18 0 19 20 SECTION 2. Resolution No. 655, which designates certain streets or portions N It 21 thereof, as through highways, Section One is amended by amending Subsection (3.23) c 0 22 COLLEGE AVENUE to read as follows: N 23 (3.23) COLLEGE AVENUE 24 (A)At its intersection with State Street(3-Way Stop). 25 a 26 (B) From University Parkway to and including Lilac Street." 27 28 1 Packet Pg. 336 5.I.a 1 SECTION 3. Resolution No. 655, which designates certain streets or portions 2 thereof, as through highways, Section One is amended by adding Subsection (1.3) ALLLEN 3 STREET to read as follows: 4 (1.3)ALLEN STREET 5 (A) At its intersection with Julia Street(3-Way Stop)." 6 a� rn 7 0 8 SECTION 4. Resolution No. 655, which designates certain streets or portions r 9 thereof, as through highways, Section One is amended by adding Subsection (8.67) JULIA 06 10 STREET to read as follows: _ 11 (8.67) JULIA STREET Q 12 (A) At its intersection with Allen Street(3-Way Stop)." 13 L 14 0 M 15 /// E CL 16 17 > 18 0 19 N 20 W 21 O 22 23 E 24 25 26 27 28 2 Packet Pg. 337 5.I.a 1 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AMENDING RESOLUTION NO. 655 ENTITLED, IN PART, 2 "A RESOLUTION....DESIGNATING CERTAIN STREETS OR PORTIONS THEREOF AS THROUGH HIGHWAYS" TO ESTABLISH A ONE-WAY STOP AT 3 THE INTERSECTIONS OF PUMALO STREET AT ERWIN AVENUE, AND 4 PUMALO STREET AT CONEJO DRIVE, DECLARING COLLEGE AVENUE A THROUGH HIGHWAY FROM UNIVERSITY PARKWAY TO AND INCLUDING 5 LILAC STREET AND TO ESTABLISH A THREE WAY STOP AT THE INTERSECTION OF ALLEN STREET AND JULIA STREET. v, 6 = co 7 0 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor U) 8 z 9 and Common Council of the City of San Bernardino at a meeting 5 10 thereof, held on the day of , 2016, by the following vote, to wit: U) 11 Council Members: AYES NAYS ABSTAIN ABSENT 12 MARQUEZ 13 d 14 BARRIOS o M 15 VALDIVIA E a 16 SHORETT 17 NICKEL 18 RICHARD c 19 MULVIHILL N 20 N 21 0 0 22 Georgeann Hanna, City Clerk 23 The foregoing resolution is hereby approved this day of , 2016. a� 24 25 a R. CAREY DAVIS, Mayor 26 City of San Bernardino 27 Approved as to form: GARY D. SAENZ, City Attorney 28 By: 3 Packet Pg.338 City of San Bernardino 5.1.16 WARRANTS FOR STOP SIGN INSTALLATION Location Existing Control Prepared by/Date Checked by/Date 'evere Av&College Ave Uncontrolled T.Lugo/8-18-16 M.Khodr POLICY l� 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 0 v, CRITERIA REQUIREMENTS REMARKS Y N c� 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 C d All 3 Combined vehicle volume on both streets during any 8 hours averages 500+veh/hr a conditions Combined vehicle and pedestrian volume on minor street during the same 8 hours j listed to the averages 200+unit/hr, right must And A1.3 be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages ) satisfy 30 sec/hr warrant E A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min. vehicular volume a warrant is 70%of the above requirements m C A-1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? > A-2 STATE WARRANTS FOR TWOIONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met 0 CRITERIA REQUIREMENTS REMARKS Y N 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 State Highway. v A-2.3 At the intersection with two main highways. The highway traffic to be stopped depends w on the approach speeds, volumes and turning movements. 4 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 speed is less than 10 mph (16 kmlh). U A-2.6 At an un-signalized intersection in a signalized area. At intersections where a combination of high speed, restricted view and accident U A 2.7 records indicates a need for control by the Stop sign. A-2: IS STATE WARRANT FOR TWO/ONE-WAY STOP CONTROL SATISFIED? X I =— �_ Packet Pg. 339 5.I.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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N N c Is there a petition signed by more than 60%of property owners/residents located B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA o ARE MET. B-1. School located within 600 feet of intersection and intersection is on "suggested n route to school". B-2. Streets leading to intersection do not intersect at right angles. 06 B-3. One or more streets leading to intersection is at a grade of more than 5%. m Where one or more of the approaches, requiring the stop sign(s), does not meet the a B-4. required minimum sight distance, due to permanent view obstruction or roadway a geometry. a� Intersection is abutting a park, major shopping center or other high pedestrian B-5. use facility. n 0 B-6. Pedestrian volume greater than 480 units/hr in any 8 hour period. M E The combined vehicular and pedestrian volume crossing the major street exceeds 125 a B-7 units during at least two hours where at least 200 vehicles enter the intersection each m hour from all approaches during an 8-hour period. c a� B-8. One approach of the intersection is a driveway serving a commercial area. B-9. One approach of the intersection is a driveway servicing a residential property. 0 Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles v 8 10. per hour and exceeds 40%of the vehicle traffic during the hours from TOO a.m.to 9:00 N a.m.and 4:00 p.m.to 6.-00 p.m.on a non-holiday Tuesday, Wednesday,or Thursday, Y with local traffic defined as vehicles traversing/commuting through the neighborhood. The vehicle volume entering the intersection from all approaches exceeds 600 units B 11 during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in B-12. the criteria of the State of California for the installation of Stop signs exist at the a, intersection(as determined/verified by the City's licensed Traffic Engineer). Q CD rn B: IS B PLUS ANY TWO OF THE CRITERIA B-1 THROUGH B-12 SATISFIED? o U c d E U r+ Q s� Packet Pg. 340 C.ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS S.I.b BY CITY ADMINISTRATIVE POLICY ')se 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 by stop C. signs; or at least 200 vehicles enter the intersection each hour from all approaches a' during any consecutive 8 hour period; AND TWO OF THE FOLLOWING CRITERIA Cn Q ARE MET. $ Cn C 1 School located within 600 feet of intersection and intersection is on "suggested z route to school'. ) C-2. Streets leading to intersection do not intersect at right angles. 06 C-3. One or more streets leading to intersection is at a grade of more than 5%. V) _ Where one or more of the approaches, requiring the stop sign(s),does not meet the jC-4 required minimum sight distance, due to permanent view obstruction or roadway I� geometry. C-5. Intersection is abutting a park, major shopping center or other high pedestrian use facility. 0 C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. IM The combined vehicular and pedestrian volume crossing the major street exceeds 125 a C-7 units during at least two hours where at least 200 vehicles enter the intersection each hour from all approaches during any 8-hour period, m i' C-8. One approach of the intersection is a driveway serving a commercial area. > Q �i C-9. One approach of the intersection is a driveway servicing a residential property, ii O Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles v per hour and 40%of the vehicle traffic during the hours from 7:00 a.m. to 9:00 a.m. N C-10. 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. u! The vehicle volume entering the intersection from all approaches exceeds 600 units C-11. during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in C-12. 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). Q m rn C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? o >� U DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? E IF YES, CHECK WARRANTS MET A-1 A-2 B a C i n ANY OF THE WARRANTS ARE MET,A STOP SIGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND HE 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) - Packet Pg. 341 City of San Bernardino 5.1.b WARRANTS FOR STOP SIGN INSTALLATION { Location Existing Control Prepared by/Date Checked by/Date opperwood St.&College Ave Uncontrolled T.Lugo/8-18.16 6#"M.Khodr f' 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 Cn Warrant is satisfied if any of the following criteria are met o CRITERIA REQUIREMENTS REMARKS Y N U) ' m A 1.1 Traffic signals are warranted and urgently needed,multi-way stop need to be installed I as interim measure until signal is installed ca A-1.2 Five or more right angle and/or turning movement accidents in recent 12 months N Combined vehicle volume on both streets during any 8 hours averages 500+veh/hr Q All 3 -a conditions Combined vehicle and pedestrian volume on minor street during the same 8 hours R listed to the w averages 200+unit/hr, � right must And L A1.3 be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages satisfy 30 sec/hr warrant E E A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min. vehicular volume a warrant is 70%of the above requirements m c A-1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? ; a A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met 0 CRITERIA REQUIREMENTS REMARKS Y N N cD v On the less important road at its intersection with a main road where accident history A-2.1 justifies the placement of Stop signs. L A-2.2 On a county road or city street with its intersection with a State Highway. 'S A-2.3 At the intersection with two main highways. The highway traffic to be stopped depends ' on the approach speeds, volumes and turning movements. Q m 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 speed is less than 10 mph (16 km/h). v A-2.6 At an un-signalized intersection in a signalized area. m E At intersections where a combination of high speed, restricted view and accident U A-2.7 records indicates a need for control by the Stop sign. Q A-2: IS STATE WARRANT FOR TWOIONE-WAY STOP CONTROL SATISFIED? X � Packet Pg. 342 — � 5.I.b FF &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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N N c Is there a petition signed by more than 60%of property owners/residents located B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA C- ARE MET. 41 B-1. School located within 600 feet of intersection and intersection is on "suggested to route to school'. 2 B-2. Streets leading to intersection do not intersect at right angles. Cd B-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), does not meet the m B-4. required minimum sight distance, due to permanent view obstruction or roadway geometry. B-5. Intersection is abutting a park,major shopping center or other high pedestrian L use facility. v� _o B-6. Pedestrian volume greater than 480 unitslhr in any 8 hour period. 1° E The combined vehicular and pedestrian volume crossing the majorstreet exceeds 125 CL B-7 units during at least two hours where at least 200 vehicles enter the intersection each a; ! hour from all approaches during any 8-hour period. w B-8. One approach of the intersection is a driveway serving a commercial area. Q d B-9. One approach of the intersection is a driveway servicing a residential property. 0 Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles v B-10. per hour and exceeds 40%of the vehicle traffic during the hours from 7.'00 a.m.to 9:00 N 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. Ch r 8 1 i 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 above or contained in B-12, the criteria of the State of California for the installation of Stop signs exist at the a, intersection(as determined/verified by the City's licensed Traffic Engineer). q> P (D I B: IS B PLUS ANY TWO OF THE CRITERIA B-1 THROUGH B-12 SATISFIED? 0 U c m E v 4 - � - --- Packet Pg. 343 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 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 by stop C 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. o r co C-1 School located within 600 feet of intersection and intersection is on "suggested z route to school'. n C-2. Streets leading to intersection do not intersect at right angles. C-3. One or more streets leading to intersection is at a grade of more than 5%. Cn C Where one or more of the approaches, requiring the stop sign(s), does not meet the C-4. required minimum sight distance, due to permanent view obstruction or roadway a geometry. Intersection is abutting a park,major shopping center or other high pedestrian C-5. use facility. 2 C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. M The combined vehicular and pedestrian volume crossing the majorstreet exceeds 125 C-7, units during at least two hours where at least 200 vehicles enter the intersection each - hour from all approaches during any 8-hour period. c m C-8. One approach of the intersection is a driveway serving a commercial area. Q d C-9. One approach of the intersection is a driveway servicing a residential property. 0 Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles �? C-10. per hour and 40%of the vehicle traffic during the hours from 7:00 a.m. to 9:00 a.m. N and 4:00 p.m. to 6:00 p,m.on a non-holiday Tuesday, Wednesday,or Thursday,with co local tragic defined as vehicles traversing/commuting through the neighborhood. C-11, The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. R Less than desirable pedestrian or vehicular conditions not listed above or contained in C-12. 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). Q m rn C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? =' 0 U DID THIS LOCATION MEET ANY OF THE WARRANTS A-1,A-2, B OR C ABOVE? c as E IF YES, CHECK WARRANTS MET A-1 A-2 B a C ❑ Q 'ANY OF THE WARRANTS ARE MET,A STOP SIGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND HE 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) - — Packet Pg. 344 City of San Bernardino 51b WARRANTS FOR STOP SIGN INSTALLATION Location Existing Control Prepared by/Date Checked by/Date 'asmine St.&College Ave Uncontrolled T.Lugo/8-18-16 ir\� M. Khodr 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 in Warrant is satisfied if any of the following criteria are met o CRITERIA REQUIREMENTS REMARKS Y N Cn c� A 1.1 Traffic signals are warranted and urgently needed,multi-way stop need to be installed as interim measure until signal is installed 06 A-1.2 Five or more right angle and/or turning movement accidents in recent 12 months U) c All 3 Combined vehicle volume on both streets during any 8 hours averages 500+veh/hr Q conditions = Combined vehicle and pedestrian volume on minor street during the same 8 hours ca listed to the i ri ht must averages 200+unit/hr, � A1.3 g And be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages ) satisfy 30 sec/hr warrant m E A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min. vehicular volume a.. warrant is 70%of the above requirements a; i c A-1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? > Q 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 N c0 A-2.1 On the less important road at its intersection with a main road where accident history N justifies the placement of Stop signs. ca A-2.2 On a county road or city street with its intersection with a State Highway. A-2.3 At the intersection with two main highways. The highway traffic to be stopped depends on the approach speeds,volumes and turning movements. > Q C) A-2.4 On a street entering a legally established through highway or street. x a' m A-2.5 On a minor street where the safe speed is less than 10 mph(16 km/h). U f A-2.6 At an un-signalized intersection in a signalized area. a E At intersections where a combination of high speed, restricted view and accident A 2.7 records indicates a need for control by the Stop sign. Q A-2: IS STATE WARRANT FOR TWO/ONE-WAY STOP CONTROL SATISFIED? X i< Packet Dn 345 m 5.Lb 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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N N c Is there a petition signed by more than 60%of property owners/residents located °1 B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA n. ARE MET. 1 co B4 School located within 600 feet of intersection and intersection is on "suggested co route to school". 2 B-2. Streets leading to intersection do not intersect at right angles. 06 B-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), does not meet the B-4 required minimum sight distance, due to permanent view obstruction or roadway Q geometry. B-5. Intersection is abutting a park,major shopping center or other high pedestrian L use facility. in C B-6. Pedestrian volume greater than 480 units/hr in any 8 hour period. 7V E The combined vehicular and pedestrian volume crossing the major street exceeds 125 a B-7. units during at least two hours where at least 200 vehicles enter the intersection each r hour from all approaches during any 8-hour period. m B-8. One approach of the intersection is a driveway serving a commercial area. Q m B-9. One approach of the intersection is a driveway servicing a residential property. o Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles V B-10. per hour and exceeds 40%of the vehicle traffic during the hours from 7:00 a.m.to 9:00 N 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. N 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 above or contained in B-12. 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). > m m B: IS B PLUS ANY TWO OF THE CRITERIA B-1 THROUGH B-12 SATISFIED? o U c a� E U t6 Q ..m . _. . s 5.Lb i C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Jse 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 by stop C signs; or at least 200 vehicles enter the intersection each hour from all approaches a' Cn during any consecutive 8 hour period; AND TWO OF THE FOLLOWING CRITERIA 0. ARE MET. 0 Cn C 1 School located within 600 feet 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 grade of more than 5%. C Where one or more of the approaches, requiring the stop sign(s), does not meet the C4 required minimum sight distance, due to permanent view obstruction or roadway d geometry. c �a Intersection is abutting a park,major shopping center or other high pedestrian (D C-5" use facility. b Cn 0 C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. E The combined vehicular and pedestrian volume crossing the major street exceeds 125 o. C-7. units during at least two hours where at least 200 vehicles enter the intersection each hour from all approaches during any 8-hour period. °D C-8. One approach of the intersection is a driveway serving a commercial area. Q v C-9. One approach of the intersection is a driveway servicing a residential property. 0 Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles U C 10. per hour and 40%of the vehicle traffic during the hours from 7:00 a.m. to 9:00 a.m. N and 4:00 p.m.to 6:00 p.m. on a non-holiday Tuesday, Wednesday,or Thursday, with I local traffic defined as vehicles traversing/commuting through the neighborhood. I C-11, The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. a Less than desirable pedestrian or vehicular conditions not listed above or contained in C-12. 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). Q m rn C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? =' 0 U DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? l E I U Jn IF YES, CHECK WARRANTS MET A-1 A-2 B C ANY OF THE WARRANTS ARE MET,A STOP SIGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND HE INTERSETION IS DESIGNATED A"STOP INTERSECTION"BY THE MAYOR AND COMMON COUNCIL. i Good traffic engineering judgment must be exercised before installing stop signs at certain intersections(whether it meets the warrants or not) I` --- Packet Pg. 347 City of San Bernardino 5.I.b WARRANTS FOR STOP SIGN INSTALLATION Location Existing Control Prepared by/Date Checked by/Date 'zalea St.&College Ave Uncontrolled T. Lugo/8-18-16 M.Khodr 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 N Warrant is satisfied if any of the following criteria are met o CRITERIA REQUIREMENTS REMARKS Y N 4, 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 co c m Combined vehicle volume on both streets during any 8 hours averages 500+veh/hr a All 3 conditions Combined vehicle and pedestrian volume on minor street during the same 8 hours c listed to the averages 200+unit/hr, right must And A1.3 be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages satisfy 30 sec/hr ° warrant E A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min. vehicular volume n. warrant is 70%of the above requirements c A-1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? ; a A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met 0 CRITERIA REQUIREMENTS REMARKS Y N N (D 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 State Highway, A-2.3 At the intersection with two main highways. The highway traffic to be stopped depends on the approach speeds, volumes and turning movements. Q 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 speed is less than 10 mph(16 km/h). U A-2.6 At an un-signalized intersection in a signalized area. E At intersections where a combination of high speed, restricted view and accident i A-2.7 records indicates a need for control by the Stop sign. Q A-2: IS STATE WARRANT FOR TWO/ONE-WAY STOP CONTROL SATISFIED? X Packet Pg. 348 &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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N N c is there a petition signed by more than 60%of property owners/residents located B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA a ARE MET. ° 0 B 1 School located within 600 feet of intersection and intersection is on "suggested N route to school'. 2 B-2. Streets leading to intersection do not intersect at right angles. 1 a., B-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), does not meet the 8-4. required minimum sight distance, due to permanent view obstruction or roadway a geometry. B-5. Intersection is abutting a park, major shopping center or other high pedestrian use facility. 0 B-6. Pedestrian volume greater than 480 unitslhr in any 8 hour period. M E The combined vehicular and pedestrian volume crossing the major street exceeds 125 a B-7, units during at least two hours where at least 200 vehicles enter the intersection each hour from all approaches during any 8-hour period. m B-B. One approach of the intersection is a driveway serving a commercial area. Q a� a� 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 50 vehicles U B-10. perhourand exceeds 40%of the vehicle traffic during the hours from TOO a.m.to 9:00 N 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. j The vehicle volume entering the intersection from all approaches exceeds 600 units B 11. during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in B-12. 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). m B: IS B PLUS ANY TWO OF THE CRITERIA B-1 THROUGH B-12 SATISFIED? 0 U c d E E � U M Q Packet Pg. 349 51b �i C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY �Jse 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 by stop y C. 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 o C ARE MET. C 1. School located within 600 feet of intersection and intersection is on "suggested route to school". ca C-2. Streets leading to intersection do not intersect at right angles. ca C-3. One or more streets leading to intersection is at a grade of more than 5%. c Where one or more of the approaches,requiring the stop sign(s), does not meet the C-4. required minimum sight distance, due to permanent view obstruction or roadway Q geometry. �a Intersection is abutting a park,major shopping center or other high pedestrian d C-5. use facility. co C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. M The combined vehicular and pedestrian volume crossing the majorstreet exceeds 125 C-7. units during at least two hours where at least 200 vehicles enter the intersection each °- hour from all approaches during any 8-hour period. CD C-8. One approach of the intersection is a driveway serving a commercial area, Q m C-9. One approach of the intersection is a driveway servicing a residential property. m 0 Pass through(non-local tragic)on the subject residential street exceeds 50 vehicles U per hour and 40%of the vehicle traffic during the hours from 7:00 a.m. to 9:00 a.m. c4 C-10. 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. y C-11. The vehicle volume entering the intersection from all approaches exceeds 600 units c��c during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in C-12, 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). Q 771 a� CD C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? 4. 0 U DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? d IF YES, CHECK WARRANTS MET (� I° L�J a A•1 A-2 B C ANY OF THE WARRANTS ARE MET,A STOP SIGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND HE 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) ---° Packet Pg. 350 City of San Bernardino 51b WARRANTS FOR STOP SIGN INSTALLATION :S Location Existing Control Prepared by/Date Checked by/Date Lilac St.&College Ave Uncontrolled T.Lugo/8-18-16 M.Khodr 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 o co CRITERIA REQUIREMENTS REMARKS Y N Cn A-1.1 Traffic signals are warranted and urgently needed,multi-way stop need to be installed as interim measure until signal is installed 06 A-1.2 Five or more right angle and/or turning movement accidents in recent 12 months c m All 3 Combined vehicle volume on both streets during any 8 hours averages 500+veh/hr Q conditions Combined vehicle and pedestrian volume on minor street during the same 8 hours listed to the averages 200+unit/hr, right must And A1.3 be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages co satisfy 30 sec/hr 2 warrant A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min. vehicular volume a warrant is 70%of the above requirements A-1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? a A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met 0 CRITERIA REQUIREMENTS REMARKS Y N N co On the less important road at its intersection with a main road where accident history A 2.1 justifies the placement of Stop signs. c A-2.2 On a county road or city street with its intersection with a State Highway. A-2.3 At the intersection with two main highways. The highway traffic to be stopped depends on the approach speeds,volumes and turning movements. Q 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 speed is less than 10 mph(16 km/h). v A-2.6 At an un-signalized intersection in a signalized area. E 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 A-2: IS STATE WARRANT FOR TWO/ONE-WAY STOP CONTROL SATISFIED? X Packet Pg. 351 I &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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N c Is there a petition signed by more than 60%of property owners/residents located a' U) B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA Q ARE MET. ° 0 B-1. School located within 600 feet of intersection and intersection is on "suggested route to school'. B-2. Streets leading to intersection do not intersect at right angles. B-3. One or more streets leading to intersection is at a grade of more than 5%. n Where one or more of the approaches, requiring the stop sign(s), does not meet the Q B-4. required minimum sight distance, due to permanent view obstruction or roadway a geometry. B-5. Intersection is abutting a park, major shopping center or other high pedestrian a use facility. 2 B-6. Pedestrian volume greater than 480 units/hr in any 8 hour period M The combined vehicular and pedestrian volume crossing the major street exceeds 125 � B-T units during at least two hours where at least 200 vehicles enter the intersection each hour from all approaches during any 8-hour period. m B-8. One approach of the intersection is a driveway serving a commercial area. Q a� a� B-9. One approach of the intersection is a driveway servicing a residential property. 0 Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles v 8-10. per hour and exceeds 40%of the vehicle traffic during the hours from 7:00 a.m.to 9:00 N 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. N B-1 1 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. L R Less than desirable pedestrian or vehicular conditions not listed above or contained in 'S B-12. the criteria of the State of California for the installation of Stop signs exist at the as intersection(as determined/verified by the City's licensed Traffic Engineer). > Q ° B: IS B PLUS ANY TWO OF THE CRITERIA B-1 THROUGH B-12 SATISFIED? o U c E U Q r Packet Pg. 352 5.I.b b 1 C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY 'Ise 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 a Three or more accidents in a 12 month period susceptible to correction by stop C 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 co CL ARE MET. 0 School located within 600 feet of intersection and intersection is on "suggested C 4 route to school". 5 C-2. Streets leading to intersection do not intersect at right angles. 06 C-3. One or more streets leading to intersection is at a grade of more than 5%. a) Where one or more of the approaches,requiring the stop sign(s),does not meet the ?� C-4. required minimum sight distance, due to permanent view obstruction or roadway Q geometry. _ M Intersection is abutting a park, major shopping center or other high pedestrian C-5. use facility. ` 0 C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. m The combined vehicularand pedestrian volume crossing the majorstreet exceeds 125 a C-l. units during at least two hours where at least 200 vehicles enter the intersection each hour from all approaches during any 8-hour period. Q C-8. One approach of the intersection is a driveway serving a commercial area. Q m C-9. One approach of the intersection is a driveway servicing a residential property. 0 Pass through(non-local tragic)on the subject residential street exceeds 50 vehicles v per hour and 40%of the vehicle traffic during the hours from 7:00 a.m. to 9:00 a.m. c4 C 10. 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. C-11 The vehicle volume entering the intersection from all approaches exceeds 600 units during any hour at an intersection. M Less than desirable pedestrian or vehicular conditions not listed above or contained in C-12. 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). Q a� a� C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? =' 0 U DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? as E 0 M IF YES, CHECK WARRANTS MET A-1 A-2 B a C � a ANY OF THE WARRANTS ARE MET,A STOP SIGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND HE 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) __- — Packet Pg. 353 5.I.c City of San Bernardino WARRANTS FOR STOP SIGN INSTALLATION Location Existing Control Prepared by/Date Checked by/Date Twin Av&Pumalo St Uncontrolled T.Lugo/8-18-16 ,Khodr 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 Cn Warrant is satisfied if any of the following criteria are met o I � CRITERIA REQUIREMENTS REMARKS Y N ' .r rn Traffic signals are warranted and urgently needed,multi-way stop need to be installed `0 A-1.1 as interim measure until signal is installed n 0a A-1.2 Five or more right angle and/or turning movement accidents in recent 12 months r`n c All 3 Combined vehicle volume on both streets during any 8 hours averages 500+veh/hr Q conditions Combined vehicle and pedestrian volume on minor street during the same 8 hours listed to the averages 200+unit/hr, right must And A1.3 be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages co satisfy 30 sec/hr warrant M E A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min. vehicular volume a warrant is 70%of the above requirements of 3 A-1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? a A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met o U CRITERIA REQUIREMENTS REMARKS Y N N N t0 ii On the less important road at its intersection with a main road where accident history A-2.1 justifies the placement of Stop signs. i c c� A-2.2 On a county road or city street with its intersection with a State Highway. At the intersection with two main highways. The highway traffic to be stopped depends A-2.3 on the approach speeds,volumes and turning movements. U) _o A-2.4 On a street entering a legally established through highway or street. x 1° E A-2.5 On a minor street where the safe speed is less than 10 mph(16 km/h). o- r C A-2.6 At an un-signalized intersection in a signalized area. m E 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-WAY STOP CONTROL SATISFIED? X �... 51c: i ! &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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N C Is there a petition signed by more than 60% of property owners/residents located °_' B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA C ARE MET. $ co 8 1 School located within 600 feet of intersection and intersection is on "suggested N route to school". c) B-2. Streets leading to intersection do not intersect at right angles. '> 06 B-3. One or more streets leading to intersection is at a grade of more than 5%. U) c Where one or more of the approaches, requiring the stop sign(s), does not meet the B-4. required minimum sight distance, due to permanent view obstruction or roadway a geometry. c B-5. Intersection is abutting a park,major shopping center or other high pedestrian use facility. co 0 B-6. Pedestrian volume greater than 480 unitslhr in any 8 hour period. E The combined vehicularand pedestrian volume crossing the major street exceeds 125 B-7 units during at least two hours where at least 200 vehicles enter the intersection each a. hour from all approaches during any 8-hour period. m B-8. One approach of the intersection is a driveway serving a commercial area. Q m B-9• One approach of the intersection is a driveway servicing a residential property. m 0 Pass through(non-local tragic)on the subject residential street exceeds 50 vehicles Ca B-10. per hour and exceeds 40%of the vehicle tragic during the hours from 7:00 a.m.to 9:00 N a.m.and 4:00 p.m.to 6:00 p.m.on a non-holiday Tuesday, Wednesday,or Thursday, v to with local traffic defined as vehicles traversing/commuting through the neighborhood. `-' The vehicle volume entering the intersection from all approaches exceeds 600 units 8-11. during any hour at an intersection. ca Less than desirable pedestrian or vehicuiar conditions not listed above or contained in y B-12. 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), 0 R B: IS B PLUS ANY TWO OF THE CRITERIA B-1 THROUGH B-12 SATISFIED? a c d E U a 1 I Packet Pg. 355 5.Lc i C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY Ise 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 by stop C signs;or at least 200 vehicles enter the intersection each hour from all approaches a� during any consecutive 8 hour period; AND TWO OF THE FOLLOWING CRITERIA ARE MET. o C-1. School located within 600 feet of intersection and intersection is on "suggested , route to school". co M C-2. Streets leading to intersection do not intersect at right angles. 06 C-3. One or more streets leading to intersection is at a grade of more than 5%. Cn Where one or more of the approaches,requiring the stop sign(s), does not meet the u C-4 required minimum sight distance, due to permanent view obstruction or roadway Q geometry, i C 5. Intersection is abutting a park,major shopping center or other high pedestrian use facility. �- Cn C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. M The combined vehicular and pedestrian volume crossing the major street exceeds 125 C-T, units during at least two hours where at least 200 vehicles enter the intersection each a hour from all approaches during any 8-hour period. c d C-8. One approach of the intersection is a driveway serving a commercial area. > Q (D C-9. One approach of the intersection is a driveway servicing a residential property. a E Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles t� C-10. per hour and 40%of the vehicle tragic during the hours from T:00 a.m. to 9.00 a.m. N 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. u} The vehicle volume entering the intersection from all approaches exceeds 600 units C-11. during any hour at an intersection. c`a Less than desirable pedestrian or vehicular conditions not listed above or contained in C-12. the criteria of the State of California for the installation of stop signs exist at the N intersection(as determined/verified by the City's licensed Traffic Engineer). O Ta C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? a DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? E U ig IF YES, CHECK WARRANTS MET a A-1 0 A-2 B C ANY OF THE WARRANTS ARE MET,A STOP SIGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND fHE 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) Packet Pg. 356 City of San Bernardino WARRANTS FOR STOP SIGN INSTALLATION Location Existing Control Prepared by/Date Checked by/Date i onejo Dr&Pumalo St Uncontrolled T. Lugo/8-18-16 #l--M.Khodr 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 N A-1 STATE WARRANTS FOR MULTI-WAY STOP CONTROL Cn Warrant is satisfied if any of the following criteria are met o 0) CRITERIA REQUIREMENTS REMARKS Y N Z Cn A-1.1 Traffic signals are warranted and urgently needed,multi-way stop need to be installed 29 l as interim measure until signal is installed —� atS A-1.2 Five or more right angle and/or turning movement accidents in recent 12 months v� c All 3 Combined vehicle volume on both streets during any 8 hours averages 500+vehlhr Q conditions ° Combined vehicle and pedestrian volume on minor street during the same 8 hours � listed to the averages 200+unit/hr, right must And A1.3 be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages satis fy 30 sec/hr ° warrant t° E A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min. vehicular volume a warrant is 70%of the above requirements of iaaa A-1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? Q A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met o v CRITERIA REQUIREMENTS REMARKS Y N N N I On the less important road at its intersection with a main road where accident history A 2.1 justifies the placement of Stop signs. w A-2.2 On a county road or city street with its intersection with a State Highway, I A-2.3 At the intersection with two main highways. The highway traffic to be stopped depends on the approach speeds, volumes and turning movements. c`n _o li A-2.4 On a street entering a legally established through highway or street. x E i A-2.5 On a minor street where the safe speed is less than 10 mph (16 km/h). a- � c A-2.6 At an un-signalized intersection in a signalized area. °3 E i A-2.7 At intersections where a combination of high speed, restricted view and accident o records indicates a need for control by the Stop sign. Q I A-2: IS STATE WARRANT FOR TWOIONE-WAY STOP CONTROL SATISFIED? X I' Packet Dg. 357 5.Lc i &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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N c Is there a petition signed by more than 60%of property owners/residents located B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA Q. ARE MET. o School located within 600 feet of intersection and intersection is on "suggested B4 route to school'. U)r — B-2. Streets leading to intersection do not intersect at right angles. 0a B-3, One or more streets leading to intersection is at a grade of more than 5%. U) _ Where one or more of the approaches, requiring the stop sign(s), does not meet the B-4. required minimum sight distance, due to permanent view obstruction or roadway Q geometry. c R B-5. Intersection is abutting a park, major shopping center or other high pedestrian use facility. ) 0 B-6. Pedestrian volume greater than 480 units/hr in any 8 hour period. E The combined vehicularand pedestrian volume crossing the majorstreet exceeds 125 0 n- B-7 units during at least two hours where at least 200 vehicles enter the intersection each hour from all approaches during any 8-hour period. a� B-8. One approach of the intersection is a driveway serving a commercial area. Q B-9, One approach of the intersection is a driveway servicing a residential property. m 0 Pass through (non-local tragic)on the subject residential street exceeds 50 vehicles v per hour and exceeds 40%of the vehicle tragic during the hours from 7:00 a.m.to 9:00 c•, B-10, a.m.and 4:00 p.m.to 6:00 p.m.on a non-holiday Tuesday, Wednesday,or Thursday, to with local traffic defined as vehicles traversing/commuting through the neighborhood. The vehicle volume entering the intersection from all approaches exceeds 600 units c B-1 L during any hour at an intersection. ca Less than desirable pedestrian or vehicular conditions not listed above or contained in B-12. 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). 0 Ta B: IS B PLUS ANY TWO OF THE CRITERIA B-1 THROUGH B-12 SATISFIED? a _ 4) E w a I� Packet Pg. 358 — 5.I.c li C. ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY 'Jse Only at Residential Street Intersections Where ADT do not exceed 2,500 Vehicles on each Intersecting Street ri 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 by stop v, C signs; or at least 200 vehicles enter the intersection each hour from all approaches during any consecutive 8 hour period; AND TWO OFTHEFOLLOWiNG CRITERIA ARE MET. n. 0 v? C 4 School located within 600 feet of intersection and intersection is on "suggested route to school". R C-2. Streets leading to intersection do not intersect at right angles. C-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), does not meet the d C-4. required minimum sight distance, due to permanent view obstruction or roadway <t geometry. ca C-5. Intersection is abutting a park,major shopping center or other high pedestrian use facility. C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. -0 R The combined vehicular and p edestrian volume crossing the major street exceeds 125 C-7. units during at least two hours where at least 200 vehicles enter the intersection each a hour from all approaches during any 8-hour period. C C-8. One approach of the intersection is a driveway serving a commercial area. Q m C-9. One approach of the intersection is a driveway servicing a residential property. m Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles U C-10. per hour and 40%of the vehicle traffic during the hours from 7:00 a.m. to 9:00 a.m. c i and 4:00 p.m.to 6:00 p.m.on a non-holiday Tuesday, Wednesday,or Thursday, with N local traffic defined as vehicles traversing/commuting through the neighborhood. �- The vehicle volume entering the intersection from all approaches exceeds 600 units C-11. cc during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in C-12. 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). 0 co C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? CL DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? E s IF YES, CHECK WARRANTS MET A-1 [::�] A-2 B C a i, ANY OF THE WARRANTS ARE MET,A STOP SiGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND (HE 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) Packet Pg. 359 l City of San Bernardino WARRANTS FOR STOP SIGN INSTALL4TW Location Existing Control re red by/Date C ked by/Date Allen Street at Julia Street 1-Way Stop Tony Lugo/917116 4f M.Khodr1917116 POLICY Stop sign may be warranted at an intersection where any of the following warrants A-1, A-2, B or C are met rn A-1 STATE WARRANTS FOR MULTI-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met in CRITERIA REQUIREMENTS REMARKS Y N N Traffic signals are warranted and urgently needed,multi-way stop need to be installed A 1.1 as interim measure until signal is installed 06 A-1.2 Five or more right angle and/or turning movement accidents in recent 12 months Combined vehicle volume on both streets during any 8 hours averages 500+veh/hr Q All 3 conditions Combined vehicle and pedestrian volume on minor street during the same 8 hours listed to the averages 200+unit/hr, � right must And A1.3 be met to Delay to minor street vehicles during the maximum hour of the same 8 hours averages o satisfy 30 sec/hr E warrant A-1.3 85th percentile approach speed exceeds 40 mph (64 km/h), min, vehicular volume a warrant is 70%of the above requirements m -1: IS STATE WARRANT FOR MULTI-WAY STOP CONTROL SATISFIED? a' A-2 STATE WARRANTS FOR TWO/ONE-WAY STOP CONTROL Warrant is satisfied if any of the following criteria are met v N 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. _ L L A-2.2 On a county road or city street with its intersection with a State Highway. A-2.3 At the intersection with two main highways. The highway traffic to be stopped depends N on the approach speeds, volumes and turning movements. A-2.4 On a street entering a legally established through highway or street. 06 A-2.5 On a minor street where the safe speed is less than 10 mph(16 km/h). N m A-2.6 At an un-signalized intersection in a signalized area. Q r A-2.7 At intersections where a combination of high speed, restricted view and accident a=i records indicates a need for control by the Stop sign. E s A-2: IS STATE WARRANT FOR TWO/ONE-WAY STOP CONTROL SATISFIED? Q Packet Pg. 360 �_ � � � . L a�. 5.Ld &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 each Intersecting Street Warrant B is satisfied if B and any two of the criteria B-1 through B-10 are met CRITERIA REQUIREMENTS REMARKS Y N rn in Is there a petition signed by more than 60%of property owners/residents located o B. within 600 feet of proposed stop sign;AND TWO OF THE FOLLOWING CRITERIA X N ARE MET. co School located within 600 feet of intersection and intersection is on "suggested x �? B-1. route to school". ) otS 3 B-2. Streets leading to intersection do not intersect at right angles. N _ B-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), does not meet the B-4. required minimum sight distance, due to permanent view obstruction or roadway geometry. 4 � I i B-5. Intersection is abutting a park,major shopping center or other high pedestrian X U) I use facility, 0 B-6. Pedestrian volume greater than 480 units/hr in any 8 hour period. a The combined vehicular and pedestrian volume crossing the majorstreet exceeds 125 d B-7, units during at least two hours where at least 200 vehicles enter the intersection each c hour from all approaches during any 8-hour period. Q B-8. One approach of the intersection is a driveway serving a commercial area, rn m 4 B-9. One approach of the intersection is a driveway servicing a residential property. *J I' Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles N B 10. per hour and exceeds 40%of the vehicle traffic during the hours from 7:00 a.m.to 9:00 W a.m.and 4:00 p.m. to 6:00 p.m.on a non-holiday Tuesday, Wednesday,or Thursday, w with local traffic defined as vehicles traversing/commuting through the neighborhood. c P B-1 1 The vehicle volume entering the intersection from all approaches exceeds 600 units II during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in B-12. 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 SATISFIED? X Cf) ll' E �i ii —- Packet Pg. 361 C.ACCIDENTS AND SAFETY WARRANTS FOR LOCAL RESIDENTIAL STREETS BY CITY ADMINISTRATIVE POLICY 'Ise 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 c Three or more accidents in a 12 month period susceptible to correction by stop C signs;or at least 200 vehicles enter the intersection each hour from all approaches Q, during any consecutive 8 hour period; AND TWO OF THE FOLLOWING CRITERIA ii ARE MET. N Cn 1i C 1 School located within 600 feet of intersection and intersection is on "suggested route to school". C-2. Streets leading to intersection do not intersect at right angles. Cn C-3. One or more streets leading to intersection is at a grade of more than 5%. a=i Where one or more of the approaches, requiring the stop sign(s), does not meet the Q C-4. required minimum sight distance, due to permanent view obstruction or roadway c geometry. m m C-5. Intersection is abutting a park,major shopping center or other high pedestrian use facility. o C-6. Pedestrian volume is greater than 480 units/hr in the 8-hour period. a The combined vehicular and pedestrian volume crossing the majorstreet exceeds 125 C-7. units during at least two hours where at least 200 vehicles enter the intersection each hour from all approaches during any 8-hour period. Q C-8. One approach of the intersection is a driveway serving a commercial area. C-9. One approach of the intersection is a driveway servicing a residential property. U Pass through(non-local traffic)on the subject residential street exceeds 50 vehicles N N C-10. per hour and 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 tragic defined as vehicles traversing/commuting through the neighborhood. The vehicle volume entering the intersection from all approaches exceeds 600 units C 11. during any hour at an intersection. Less than desirable pedestrian or vehicular conditions not listed above or contained in U) C-12. the criteria of the State of California for the installation of stop signs exist at the `_° intersection(as determined/verifred by the City's licensed Traffic Engineer). � C: IS C PLUS ANY TWO CRITERIA C-1 THROUGH C-10 SATISFIED? _ DID THIS LOCATION MEET ANY OF THE WARRANTS A-1, A-2, B OR C ABOVE? Q E IF YES, CHECK WARRANTS MET � A-1 A-2 B C D Q ANY OF THE WARRANTS ARE MET,A STOP SIGN SHOULD BE INSTALLED AFTER APPROVAL BY MAYOR AND COMMON COUNCIL AND riE INTERSETION IS DESIGNATED A"STOP INTERSECTION" BY THE MAYOR AND COMMON COUNCIL. I Good traffic engineering judgment must be exercised before installing stop signs at certain intersections(whether it meets the warrants or �i not) Packet Pg. 362 i U) c H ALEXANDER AVE J Li f DATE ST DATE ST Q- (y w 0 OC 6 U) 2 � 27TH ST fA 26TH ST � � 2 06 26TH ST 25TH ST Lo G1 -- 9 H ST Q PLK&O ST PLIMALO ST w � 24TH ST 4 d ' Z a O ORCHID DR ORCHID DR ttf a j d w 23RD ST ¢ d 3 (ap Q G W g S J •' 3 ¢ W N C1 HIGHLAND AVE HIGHLAND AVE F7F-- O U N N W LEGEND T-Existing Stop Sign O-Location of Proposed Stop Signs on North & Southbound Approaches W 0 m +NOE E VICINITY MAP a E CITY Of SAN BERNARDINO Proposed Stop Sign Locations on r DEPARTMENT OF PUBLIC WORKS North & Southbound approaches Q TRAFFIC ENGINEERING SECTION Pp Pumalo Street at Conejo Dr and Pumalo Street at Erwin Avenue Created by: Tony Lugo Date: 8/30/16 Packet Pg. 363 5.Lf r OV CL 0 U V a+ P R'i S � a-1 EL0 -0P t� C _d Tfq sT Q d n E oo c Ti d tj Q � a � 0 c ti sr q COLLM AVE d, Q tC rd Y V Y a., LEGEND 0 -Intersections with Existing Stop Sign on approach(es) to College Avenue Q -Location of Proposed Stop Signs o on Approach to College avenue 0 ® - Proposed Through Highway +NOLE 0 VICINITY MAP `� a CITY OF SAN BERNARDINO College Avenue Northwest DEPARTMENT OF PUBLIC WORKS 0 TRAFFIC ENGINEERING SECTION of University Parkway C wvllu Pro posed Through Highway _T Created by: Tony Lugo Date: 8/30/16 a Packet Pg. 364 5.I.g 2ND ST H a � a CL KING ST w KING ST �O E L N r In R RIALTO AVE RIALTO AVE MEADOWBROOK DOMINGUEZ PARK ELEMENTRY SCHOOL y Q Ia d d JUL16 IT I � 0 REDICK ST C m 3 ATHOL ST a C 01 ER ST L > Q w r a Q H Z I d J W C ? y a 3 U YALLEY ST z VALLEY ST a N N UD Q. R LEGEND T -Existing Stop Sign Q -Location of Proposed 3-Way Stop NO SCALE VICINITY MAP 1' a CITY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS All v en street & Julia Street w TRAFFIC ENGINEERING SECTION Q Proposed 3-Way Stop Created by: Tony Lugo Date: 8/30/16 Packet Pg. 365