Loading...
11-15-2011 - Ordinance Amending Section 22-131 of the West Covi - Item 3 (2).pdfCity of West Covina Memorandum TO: Andrew G. Pasmant, City Manager and City Council ITEM NO. 3 FROM: Susan Rush DATE: November 15, 2011 Assistant City Clerk SUBJECT: ORDINANCE FOR ADOPTION ORDINANCE AMENDING SECTION 22-131 OF THE WEST COVINA MUNICIPAL CODE RELATING TO INCREASES/DECREASES OF STATE LAW MAXIMUM SPEEDS (CHERRYWOOD STREET AND CALVADOS AVENUE) RECOMMENDATION: It is recommended that the City Council adopt the following ordinance: ORDINANCE NO. - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST COVINA, CALIFORNIA, AMENDING SECTION 22-131 OF THE WEST COVINA MUNICIPAL CODE RELATING TO INCREASES OF STATE LAW MAXIMUM SPEEDS (CHERRYWOOD STREET AND CALVADOS AVENUE) DISCUSSION: This ordinance was introduced at the City Council meeting of November 1, 2011. The ordinance will establish a City speed limit of 30 miles pei - hour on Cherryvvood Street from Garvey Avenue South to Norma Avenue and a City speed limit of 25 miles per hour on Calvados Avenue from Garvey Avenue South to Norma Avenue to comply with provision of the California Manual of Uniform Traffic Control Devices. The ordinance will become effective 30 days after adoption on December 15, 201 d14(14.t: Prepares y Margaret Garcia Deputy City Clerk Approved by Susan Rush Assistant City Clerk Attachment: 1. Ordinance 2. November 1, 2011 Staff Report Item #4 Attachment No. ORDINANCE NO. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST COVINA, CALIFORNIA, AMENDING SECTION 22431 OF THE WEST COVINA MUNICIPAL CODE RELATED TO INCREASES OF STATE LAW MAXIMUM SPEEDS The City Council of the City West Covina does ordain as follows: SECTION 1. Section 22-131 of the West Covina Municipal Code is amended such that the sub-paragraphs labeled Calvados Avenue from Garvey Avenue South to Norma Avenue and Cherrywood Street from Garvey Avenue South to Norma Avenue be deleted; and that the following sub-paragraph is inserted: Cherrywood Street from Garvey Avenue South to Norma Avenue = 30 mph SECTION 2. That the City Clerk shall certify to the passage of this ordinance and shall cause the same to be published as required by law. APPROVED AND ADOPTED on this 15 th day of November, 2011. Mayor Steve Herfert ATTEST: City Clerk Laurie Carrico I, LAURIE CARRICO, CITY CLERK of the City of West Covina, California, do hereby certify that the foregoing Ordinance was regularly introduced and placed upon its first reading at a regular meeting of the City Council on the 1St day of November, 2011. That -thereafter said Ordinance was duly adopted and passed at a regular meeting of the City Council on the 15 th day of November, 2011, by the following vote: AYES: NOES: ABSENT: ABSTAIN: City Clerk Laurie Carrico APPROVED AS TO FORM: City Attorney Arnold Alvarez-Glasman TO: FROM: SUBJECT: Andrew alPasmant, City Manager and City Cotmcil Shannon A. Yauchzee, Director/City Engineer Public Works Department TRAFFIC COMMITTEE MINUTES City of West Covina Memorandum AGENDA ITEM NO. 4 DATE November 1,2011 RECOMMENDATION: It is recomniended .fh& the City Council take the following actions: Receive and file the attached minutes of the Traffic Committee meeting held on October 18, 2011. 2. Introduce the following ordinance to reduce the speed limit on a portion of Cherrywood Street from Garvey Avenue . South to Norma 35 Ayenue.,m. . fro. miles-per-hour to 30 iniles-ipet-hour and Calvados Avenue from Gailvey Avenue Sbuth to Norma kvenne from 35 iniles-per-hour to 25 miles-per-hour: AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST COVINA, CALIFORNIA, AMENDING SECTION 22-131 OF THE WEST COVINA MUNICIPAL CODE RELATING TO INCREASE OF STATE LAW. MAXIMUM SPEEDS (CHERRYWOOD STREET AND CAL VADOS AVENUE) , . 4/. . "." - 'rep. 1;Y: Miguel Hernande—Z Reviewed/Approved by: Shannon A. Yauchzee Civil Engineering Assoeiate Director/City Engineer Attachment No ZATRAFFIC COMMITTEE - 2011 \OctoberTC 2011 Minutes.doc III. REQUEST: City Initiated THAT SPEED LIMIT FOR CHERRYWOOD STREET FROM GARVEY AVENUE SOUTH TO NORMA AVENUE BE REDUCED FROM 35 MILES- PER-HOUR TO 30 MILES-PER-HOUR AND SPEED LIMIT FOR CALVADOS AVENUE FROM GARVEY AVENUE SOUTH TO NORMA AVENUE BE REDUCED FROM 35 MILES-PER-HOUR TO 25 MILES- PER-HOUR. FINDINGS: The speed limits on Cherrywood Street and Calvados Avenue are specified in Section 22-131 of the West Covina Municipal Code as 35 miles-per-hour from Garvey Avenue South to Norma Avenue. Staff conducted an Engineering and Traffic Survey for Garvey Avenue South (See EXhibit A) and found that the critical approach speed was measured at 28 miles-pet-hour on Cherrywood Street and 25 miles-per-hour on Calvados Avenue. In accordance with California Manual of Uniform Traffic Control Devices (MUTCD), speed limits should be established at the nearest 5 miles-per-hour increment to the 85 th percentile speed, which is defined as that speed which 85 percent of the traffic is moving. Therefore, the reduction in the posted speed limit from 35 miles-per-hour to 30 miles-per-hour for Cherrywood Street from Garvey Avenue South to Norma Avenue and 35 miles-per-hour to 25 miles-per-hour for Calvados Avenue from Garvey Avenue South to Norma Avenue will comply with provision of the California MUTCD. TRAFFIC COMMITTEE RECOMMENDATION: THAT AN ORDINANCE BE INTRODUCED AMENDING SECTION 22- 131 OF THE WEST COVINA MUNICIPAL CODE RELATING TO T1TE REDUCTION OF THE POSTED SPEED LIMITS ON THE FOLLOWING STREET SEGMENTS: 1. CHERRYWOOD STREET FROM GARVEY AVENUE SOUTH TO NOR_MA AVENUE FROM 35 MILES-PER-HOUR TO 30 MILES- PER-HOUR. 2. CALVADOS AVENUE FROM GARVEY AVENUE SOUTH TO NORMA AVENUE FROM 35 MILES-PER-HOUR TO 25 MILES- PER-HOUR. 4 ZATRAFFIC COMMITTEE - 2011\OctoberTC 2011 Minutes.doc EXHIBIT "A" Public Works Department Engineering Division September 28, 2011 ENGINEERING AND TRAFFIC SURVEY OF GARVEY AVENUE SOUTH Introduction: The effective enforcement of posted speed limits with radar on certain streets requires that an Engineering and Traffic Survey must be completed within the previous five years. The majority of drivers complies with the law but disregard regulations that they consider unreasonable. A small segment of the population is repeatedly inclined to be reckless, unreliable, or have faulty judgment and must be controlled by enforcement. According to the Manual of Uniform Traffic Control Devices (MUTCD), speed limits should be established at the nearest 5 mph increment to the 85 th percentile speed, which is defined as that speed at or below which 85 percent of the traffic is moving. The 85 th percentile is often referred to as critical speed. Pace speed is defined as the 10-mile increment of speed containing the largest number of vehicles. Speed limits higher than the 85th percentile are not considered reasonable and prudent. Speed limits below the 85 1 percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance. The establishment of a speed limit of more than 5 miles per hour below the 85 percentile (critical) speed must be justified in the engineering and traffic survey and approved by a registered Civil or Traffic Engineer. It should also be done with great care as studies have shown that establishing a speed limit at less than this the 85 percentile generally results in an increase in collision rates and may make violators of a disproportionate number of the reasonable majority of drivers. Section 22358 of the Vehicle Code states that it is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. When roadside developments results in traffic conflicts and unusual conditions which are not readily apparent to the driver, as indicated in collision records, speed limits some what below the 85 th percentile may be justified. 1444 W. Garvey Avenue South • PO Box 1440 • West Covina, CA 91793 • Telephone (626) 939-8425 • Fax (626) 939-8660 Garvey Avenue South September 28, 2011 FINDINGS: The following is a summary of the pertinent items required in the Engineering and Traffic Survey. A. Prevailing Speeds (MPH) Street Segm ent Limits • ..2006 Critibal .. pPrq.4.e. .' 5/ P .:,.$ 00 s ' 2011 4p . 2011 1.0-mph ace :., Existing . . e .. ... .y. ,:. Limits Recommended : ..... , SPe0dL ix - i it • s.. ' ..,..,:... . • - - West City Limit to Orange Avenue 42 39 32 to 41 40 40 mph West Covina Parkway to Sunset Avenue . 42 37 36 to 45 40 40 mph Glendora Avenue to Lark Ellen Avenue . 38 38 30 to 39 . 35 35 mph Lark Ellen Avenue to Cherrywood Avenue 38 37 29 to 38 35 35 mph Azusa Avenue to Hollenbeck Avenue 39 40 • 29 to 38 40 40 mph Hollenbeck Avenue to Citrus Street 39 38 30 to 39 35 35 mph Citrus Street to Barranca Avenue 38 • 37 30 to 39 35 35 mph . Barranca Avenue to Holt Avenue 39 36 31 to 40 35 35 mph t Cherrywood Garvey So. to Norma Avenue. 33 28 . 25 to 34 35 30 mph t CalVados Garvey So. to Norma Avenue 21 25 15 to 24 35 25 mph t Norma Avenue Calvados to Citrus 35 38 27 to 36 35 35 mph t Denotes a continuation street from Garvey Avenue South ' Garvey Avenue South September 28, 2011 B. Accident Records The following analysis of the accident history for Garvey Avenue South is in accordance with the procedures outlined in "Guidelines for Uniform Traffic Controls" distributed by the Los Angeles County Department of Public Works. County guidelines classify as excessive any accident rate that exceeds1.6 times the County expected rate determined from the countywide experience charts. If the City mid-block accident rates are in excess of the 1.6 times the County expected rate, a 5 mph reduction of the speed limit may be justified. This is to say that if the Priority Rating meets or exceeds 1.6, a 5-mph reduction of the speed limit from the critical approach speed (85%) may be justified.. 1. MID-BLOCK ACCIDENTS - JANUARY 2010 TO DECEMBER 2010 Limits No. of Accidents City Accident . :Rate : A/MVM County . Expected . Accident Rate . A/MVM Priority Rating West City Limit to Orange Avenue 0 0 1.55 0 West Covina Parkway to Sunset Avenue 0 0 1.55 Glendora Avenue to Lark Ellen Avenue 0 0 1.55 Lark Ellen Avenue to Cherrywood Avenue 0 0 1.55 0 Azusa Avenue to Hollenbeck Avenue 0 0 1.55 0 Hollenbeck Avenue to Citrus Street 1 1.82 1.55 1.17 Citrus Street to Barranca Avenue 4 1.76 1.55 1.13 Batranca Avenue to Holt Avenue 0 0 1.55 0 NOTE: A/MVM denotes accidents per million vehicle miles Garvey Avenue South September 28, 2011 2. INTERSECTION ACCIDENTS - JANUARY 2010 TO DECEMBER 2010 West Covina Pkwy. 6 0.49 0.81 0.60 Glendora Avenue 0 0 0.69. 0 Lark Ellen Avenue 1 0.16 • 0..64 0.25 Azusa Avenue 0.19 0.79 0.24 Citrus Street 0 0 080 . Barranca Street 0.65 0.80 0.81 NOTE:A/MV denotes accidents .per million vehicles entering the intersection. C. Physical Conditions 1. Horizontal Alignment - Mostly tangent, all curves are posted with advisory signs where warranted. 2. Vertical alignment - Maximum grades occur at freeway underpasses with grades that range from -4.1% to +6.1%. The remaining segments have relatively gentle slopes that range between -0.8% to +1.1%. 3. Roadside Friction - Garvey Avenue South is broken into several independent segments. Minor intersections provide no significant conflict. The intersection of Garvey Avenue South and Orange Avenue has a "T" type configuration and is controlled by a stop sign on Garvey Avenue South. All other major intersections are controlled by traffic signals. There are commercial, multi-family and single family residences abutting Garvey Avenue South. Along the segment between Citrus Avenue and Ban-anca Street, there is a "T" type intersection With on-ramp and off-ramp to the 1-10 freeway and is controlled by a stop sign at the off-ramp. Between Barranca Street and Holt Avenue, there is a "T" type of intersection with on-ramp and off-ramp to the 1-10 freeway and is control by a stop sign on the westbound approach of Garvey avenue South and at the off-ramp. D. Conditions Not Readily Apparent To The Driver. None E. Analysis The first table entitled " Prevailing Speeds" list the critical approach speeds (85%) which is the primary component of Engineering and Traffic Survey. The 85% speed is listed for each of the eleven segments of Garvey Avenue South. The critical approach speeds (85%) are generally within 5 mph of the posted speed limit. The critical approach speeds (85%) for the nine of the eleven segments of Garvey Avenue .South are within 5 mph of the posted speed limit. Garvey Avenue South September 28, 2011 F. Conclusion Retention of the existing speed limits for the nine of the eleven segments of Garvey Avenue South will comply with the provision of the California MUTCD. Presently the posted speed limit for the segment of Cherrywood Street from Garvey Avenue South to Norma Avenue is 35 mph and the critical approach speed was measured at 28 mph and the posted speed limit for the segment of Calvados Avenue from Garvey Avenue South to Norma Avenue is 35 mph and the critical approach speed was measured at 25 mph. In accordance with the provision of the California MUTCD, speed limits should be established at the nearest 5 mph increment to the 85`11 percentile speed, which is defined as that speed which 85 percent of the traffic is moving. Therefore, the reduction in the posted speed limit from 35 mph to 30 mph for Cherrywood Street from Garvey Avenue South to Norma Avenue and the reduction in the posted speed limit from 35 mph to 25 mph for Calvados AVenue from Garvey Avenue South to Norma Avenue. Cherrywood Street and Calvados Avenue will comply with provision of the California MUTCD; the following speeds shall be reduced along Garvey Avenue South: LIMITS SPEED LIMIT West City Limit to Orange Avenue 40 mph West Covina Parkway to Sunset Avenue 40 mph Glendora Avenue to Lark Ellen Avenue 35 mph Lark Ellen Avenue to Azusa Avenue 35 mph Azusa Avenue to Hollenbeck Avenue 40 mph Hollenbeck Avenue to Citrus Street 35 mph Citrus Street to Barranca Avenue 35 mph Barranca Avenue to Holt Avenue 35 mph Cherrywood between Garvey So. & Norma Avenue. *30 mph Calvados between Garvey So. & Norma Avenue *25 mph Norma Avenue Between Calvados Avenue & Citrus Street 35 mph * Denotes new speed limit Shannon A. Yauchzee City Engineer/Public Works Director EXHIBIT "B" ORDINANCE NO. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST COVINA, CALIFORNIA, AM:ENDING SECTION 22-131 OF THE WEST COVINA MUNICIPAL CODE RELATING TO INCREASES OF STATE LAW MAXIMUM SPEEDS The City Council of the City of West Covina does ordain as follows: SECTION 1. Section 22-131 of the West Covina Municipal Code is amended such that the sub-paragraphs labeled Calvados Avenue from Garvey Avenue South to Norma Avenue and Cherrywood Street from Garvey Avenue South to Norma Avenue be deleted; and that the following sub-paragraph is inserted: Cherrywood Street from. Garvey Avenue South to Norma Avenue = 30 mph SECTION 2. That the City Clerk shall certify to the passage of this ordinance and shall cause the same to be published as required by law. , PASSED AND APPROVED this day of , 201 Mayor ATTEST: City Clerk I, Laurie Carrico, City Clerk of the City of West Covina, California, do hereby certify that the foregoing Ordinance No. was regularly introduced and placed upon its first reading at a regular meeting of the City Council on the day of November 2011. That thereafter said Ordinance was duly adopted and passed at a regular meeting of the City Council on the day of 2011, by the following vote: AYES: NOES: ABSENT: City Clerk APPROVED AS TO FORM: City Attorney ZATRAFFIC COMMITTEE - 2011\Oct IC 2011 Report.doc Ts I II _cu c T.0- 0 s.... a) 4...J 4...) = co Norma Avenue Ave. art St Norma Avenu James Av a) Cherrywood St. San Bernardino Frwy - 1-10 Proposed 30 MPH Garvey Avenue South mes Ave. orma Ave. alnut Creek Pkwy. 0\c\ To Calvados Avenue San Bernardino Frwy - 1-10 Proposes 25 MPH Garvey Avenue South