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Home My WebLink About34-Development Services - , .' . CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION Dept: Development Services ~(Q)(P)W Subject: Authorization to establish a Forty (40) M.P.H. Speed Limit on 5'" Street between Waterman Avenue and Pedley Road. From: Michael E. Hays, Director Date: January II, 2000 File No. 13.1R2 Synopsis of Previous Council Action: MCC Date: February 22, 2000 2- 7-2000 - Continued to February 22, 2000 to determine if 40 m.p.h. speed zone will be enforceable Recommended Motion: Adopt Ordinance wtl!f? Contact person: Anwar Wagdy, Traffic Engineer Phone: Supporting data attached: Eng. Survey, Manual Excerpt Ward: 5213 2 FUNDING REQUIREMENTS: Amount: $ 200.00 Source: (Acct. No.) 001-307-5111 (Ar.M nA~r.riptinn) Signing & Striping Materials Finance: Council Notes: . Agenda Item No. 3"1 d../ U/ IIJ -It /I~d J"h, I-II-1M .~I!>o . .. CITY OF SAN BERNARDINO. REQUEST FOR COUNCIL ACTION STAFF REPORT Subiect: Authorization to establish a Forty (40) M.P.H. Speed Limit on 5th Street between Waterman Avenue and Pedley Road. Backnound: The City received a request from the County of San Bernardino to evaluate the speed limit on 5th Street between Waterman Avenue and Pedley Road. The County and the City of San Bernardino share jurisdiction of 5th Street within this area per the attached drawing. A speed limit has not been adopted by either jurisdiction, making the maximum speed limit, within this section of 5th Street, fifty-five (55) miles per hour. There is a special education school and an elementary school located on the south side of 5th Street. Due to this special situation, both County and City staff have agreed to evaluate the speed limit. Consequently, an engineering and traffic survey was completed. Two speed surveys were conducted in this area of 5th Street in accordance with State Guidelines. One approximately six-hundred (600) feet east of Waterman Avenue and the other approximately five-hundred (500) feet east of Cooley Avenue. The surveys measured the critical speeds at forty-nine (49) and fifty (50) miles per hour respectively. This suggests that the speed limit should be lowered to forty-five (45) or fifty (50) miles per hour. However, due to the special circumstances created by the adjacent schools and pedestrian activity in the area, it is recommended that the speed limit be lowered further to forty (40) miles per hour. The area west of Waterman Avenue is already posted with a forty- (40) mile per hour speed limit. The County Traffic Engineer concurs with this recommendation and is in the process of requesting Board of Supervisors' authorization to lower the speed limit. This item was continued from the February 7, 2000 City Council meeting to determine if the recommended forty (40) mile per hour speed limit will be legally enforceable, since it is lower than the critical speed. Speed zones are more often established at the first, even, five mile increment below the critical speed. City Attorney and Engineering Staff met and it was confirmed that the recommended speed limit is enforceable. It was also agreed that the justification for the recommended speed zone will be attached to the .. Request for Council Action". Consequently, attached is the engineering and traffic survey justifying the forty (40) mile per hour speed limit as well as an excerpt from the 1996 version of the Caltrans Traffic Manual regarding procedures for establishing/changing speed zones. . Financial Impact: The estimated cost of $ 200.00 for the installation of the speed limit signs will come from General Fund AccQunt No. 001-307-5111 (signing and striping materials). This action is considered routine and there will be no major impact to the account. Recommendation: Adopt Ordinance establishing a forty-(40) mile per hour speed limit on 5th Street between Waterman Avenue and Pedley Road. -~ . C I '1' Y o P SA H BBRHARDIHO PUBLIC WORXS/BNGINBBRIHG 'l'RAPPIC BNGINBBRIHG SBC'l'IOH BNGINBBRIHG AND 'l'RAPPIC SURVBY Street Name: 5th Street Date: .1.l.!!./O...Q... Length (Mi.) .68 Limits: Waterman Avenue to Pedley Road Existing Speed Limit: 55 m.p.h. Proposed Speed Limit: 40 m.p.h. Prevailing Speed. Surv. Date 85th Pcntl. Ava. Snd. Pace Snds. A. 11-15-99 48.7 m.p.h. 43.1. m.p.h. 40-49 m.p.h. B. 11-15-99 50.0 m.p.h. 43.5 m.p.h. 40-49 m.p.h. C. D. E. Average. 49.4 m.p.h. 43.3 m.p.h. The foregoing data were collected according to the methodology for Engineering and Traffic Surveys prescribed in Section 8-03.3(B) (2) (c) of the Traffic Manual of the Department of Transportation of the State of California. Measurements were made by means of a radar device under conditions designed to determine the actual speed of unimpeded traffic. Such conditions included, without limitation, the absence of concentrated law enforcement or other activity just prior to or while taking the speed measurements that might alter the speed of traffic; the selection of location(s) is/are representative of the entire speed zone; the absence of inclement or unusual weather conditions; ~nd the inconspicuous placement of the surveyor and his/her equipment to enable traffic to be accurately surveyed in both directions. . Page 2 Street Name. 5th Street Limi ts. Waterman Avenue to Pedley Road >>a te..1.. /.J] /9!L Accident Records Period of Study: From 1-1-97 to 9-30-99 Total Accidents: 11 Intersection: 10 Midblock: 1 Accident Rate Per Million Vehicle Miles 1.63 Roadway Characteristics Traffic Volumes Location @ Waterman Avenue WB @ Waterman Av. Count 12,800 5,100 Location @ Pedley Road EB @ Pedley Rd. Count 8,589 4,800 Road Description: 1 lane each direction. Road widens on the south side west of Pedley Road, however, it remains 1 lane for each direction. Roadside Conditions: Elementarv and special education school located on the south side of the street. A few businesses near Waterman Avenue alon~ with houses. Many areas remain undeveloped. iiill;'i Page 3 Street Name. 5th Street Date.~ /.2: /~ Limits. Waterman Avenue to Pedley Road Highway Characteristics Length: .68 Mi. Width: Var. 51-65 Ft. Median: Yes - No.!- Painted_ Raised Width Ft. Geometries: CUrvelinear_ Straight_ X Access: Intersections: X Driveways: Scattered School Zone: Yes Other: Traffic Characteristics Volume : 9.900 Number School Crosswalks 1 Pedestrian Traffic: Heavy _ School~ Medium - Low - Parking Turnover: Residential - Business ~ No Parking - Time Limit Other: Comments: Heavy on-street parking near Waterman Avenue where businesses located. Parents drop off kids adjacent to elementary school. Some parking by elementary school staff just west of Pedley Road. -':';--'-. Page 4 Street NlIme. 5th Street Date.2. /.!.!. /!J2.... LimitS. Waterman Avenue to Pedley Road Roadside Characteristics Land Use: Urban Rural X Residential - Conunercial--!.... Industrial_ Conunents: School facilitie: Special Conditions Direct Residential Access!!!l...little Horiz. CUrves Vertical CUrves Conditions Not Readily Apparent to Motorists: Very dark at night ( No street lights) Evaluation: 49.4 critical speed suggests a 45 or 50 m.p.h. speed limit. However, due to the schools in the area, and for consistency, the area west of Waterman Av. has 40 m.p.h. speed limit, it is recommended that the speed limit be further lowered to 40 m.p.h. The County has jurisdiction over a large portion of this road. They concur with this recommendation. Furthermore the Board of Supervisors has approved the recommendation to establish a 40 m.p.h. speed limit. Reconunended Speed Limit: 40 m.p.h. ~~ By: c:;;; ....... Approved: / V <-- . Date: Z- / ,+ / 2.-1" '" ANWAR WAGDY, Traffic Engineer - - - RADAR SPEED SURVEY CITY OF SAN BERNARDINO "\ Fifth Steaat 500Ft E/o Cooley St DATE: 11/15/99 TIME START: 9:30..M TIME END: 9:40..m WEATHER: Cl..e ROAD TYPE: 2L_/2de DIRECTION: E..t/we.tSPEED LIMIT: 55MPH ZONE CODE: OBSERVER: A. J...i. CALIBRATION TEST: Y.. SPEED FREQUENCY Fi.Xi ACUM TOTAL ACUM X PERCENTAGE BREAKDDYN ......................................................................10.........5........,0........,5........20........25... 29 1 29 1 O.B I" 30 3 90 4 3.2 I..... 31 1 31 5 4.0 I.. 32 2 64 7 5.6 I.... 33 2 66 9 7.2 I.... 34 3 102 12 9.6 ,..... 35 0 0 12 9.6 I. 36 2 n 14 11.2 ,.... 37 4 148 lB 14.4 I....... 3B 4 152 22 17.6 I....... 39 5 195 27 21.6 1"'- 40 12 480 39 31.2 l******uUUUJ.u*** 41 9 369 48 38.4 I*U.Luuu.&uu 42 12 504 60 4B.0 1...........-... 43 9 387 69 55.2 1*************** 44 6 264 75 60.0 I.......... 45 5 225 80 64.0 1********- 46 6 276 B6 68.B I."'...'" 47 3 141 B9 71.2 I..... 48 7 336 96 76.8 1***********- 49 6 294 102 81.6 1*********. 50 4 200 106 84.B I....... 51 6 306 112 89.6 1*********- 52 2 104 114 91.2 I.." 53 3 159 117 93.6 I"... 54 2 lOB 119 95.2 I.... 55 2 110 121 96.B I.... 56 1 56 122 97.6 I.. 57 3 171 125 100.0 I..... ......................................................................10.........5........,0........,5........20........25... 125 5439 AVERAGE SPEEO a 43.5 50th PERCENTILE = 42.2 85th PERCENTILE a 50 90th PERCENTILE a 51.2 95th PERCENTILE a 53.8 PACE a 40. 49 X IN PACE a 60 VEHICLES IN PACE = 75 SAMPLE VARIANCE a 39.71963 STANDARD OEVIATION' 6.302352 RANGE '.S a 67.2 RANGE 2.S a 94.4 RANGE 3.5 a 100 RADAR SPEED SURVEY CITY DF SAM 8ERNAROIND .1 F;fth Street 600Ft E..t/o W.t.~ Av DATE: 11115/99 TIME START: .9:00... TIME END: 9:25... WEATHER: Cl... ROAD TYPE. 21_l2dr DIRECTION: E.st/wostSPEED LIMIT. 55MPH ZONE CODE. OBSERVER: A. Jossl. CALIBRATION TEST: y SPEED FREQUENCY Fl*Xl AaJM TOTAL AaJM X PERCENTAGE BREAlCDlMI ......................................................................)0.........5........10-.......15-.......20........25... 29 I 29 I 0.9 ,.. 3D I 30 2 1.8 ,.. 31 2 62 4 3.5 ,.... 32 I 32 5 4.4 ,.. 33 0 0 5 4.4 ,. 34 4 136 9 8.0 ,-_. 35 2 70 II 9.7 ,.... 36 3 loa 14 12.4 ,..- 37 3 111 17 15.0 ,- 38 4 152 21 18.6 ,-- 39 6 234 27 23.9 IUuuu",,,,,,, 40 7 280 34 30.1 ,..-- 41 7 287 41 36.3 1.******...... 42 9 378 50 44.2 1**************** 43 9 387 59 52.2 ,-.-....... 44 14 616 - 73 64.6 1**********************.** 45 4 180 77 68.1 ,_.. 46 5 230. 82 n.6 ,..-. 47 4 188 86 76. I 1"- 48 4 192 90 79.6 1******** 49 8 -392 98 86.7 1*************** 50 3 150 101 89.4 I...... 51 4 204 105 92.9 ,........ 52 3 156 108 95.6 ,...... 53 2 106 110 97.3 ,.... 54 0 0 110 97.3 I. 55 I 55 111 98.2 ,.. 56 1 56 112 99.1 ,.. 57 0 0 112 99.1 ,. 58 1 58 113 100.0 ,.. ....................-..........................--......;..--..........10-........5........10........15........20........25-.. 113 4879 AVERAGE SPEED = .43.1 50th PERCENTILE' 42.7 85th PERCENTILE = 48.7 90th PERCENTILE' 50.1 95th PERCENTILE' 51.7 PACE. 40. 49 X IN PACE. 62.8 VEHICLES IN PACE = 71 SAMPLE VARIANCE' 32.89704 STANDARD DEVIATION. 5.735595 RANGE I'S. 64.60177 RANGE 2*S. 93.80531 RANGE 3'S. 100 """, Traffic Manual TRAFFIC REGULATIONS 8-7 ( 1-1_ 11. Speed Trap - Section 40802(b) provides thatprimafacie speed limits established under Sections 22352(b)(l), 22354, 22357, 22358 and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey within the last five years. Under Section 40802(b) an engineering an<\ traffic survey is required where enforcement involves the use of radar or other electronic speed measuring devices. Local streets and roads, as defmed in Section 40802(b), primarily serving abutting residential property, are exempt from this requirement . Only one person is required for the field work. Speeds can be read directly from a radar meter. . Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles unaffected by platoon movement may be used. Special application of devices other than radar are particu1arly appropriate on low volume facilities. . A location should be selected where prevailing speeds are representative of the entire speed zone section. H speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section. Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs. . Speed measurements should be taken during off-peak hours on weekdays. H there is difficulty in obtaining the desired quantity, speed measurements may betaken during any period with free flowing traffic. The weather should be fair with no unusual conditions prevailing. The surveyor and equipment must not affect the traffic speeds. For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible. The meter should be placed to survey traffic in both directions, and it should not make an angle greater than 15 degrees with the roadway centerline. . In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey. In no case should the sample contain less than 50 vehicles. . Short speed zones of less than 0.8 kID should be avoided, except in transition areas. l B. Engineering and Traffic Surveys Section 627 of the Vehicle Code defines the term engineering and traffic survey and lists its requirements. Section 627 states: "An engineering and traffic survey shall include, among other requirements deemed necessary by the Department of Transportation, consideration of all of the following: prevailing speeds as determined by traffic engineering measurements; accident records; and highway , traffic, and roadside conditions not readily apparent to the driver." The Engineering and Traffic Survey should contain sufficient information to document that the conditions of cve Section 627 have been complied with and that other conditions not readily apparent to a motorist are properly identified. Prevailing speeds are determined by a speed zone survey. Guidelines for a speed zone survey include: . The intent of the speed measurements is to determine the actual speed of the unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement, or other means, just prior to, or while taking the speed measurements. m=<~.,;-",e.O'6-"-"-'-"- - . 8-8 1-1_ TRAFFIC REGULATIONS Traffic Manual ( Figure 8-1A SPEED ZONE SURVEY SHEET OPEN SCATTERED BUSINESS ....... - ~D~~~~ DDa~R3s~ ..TO~ '. ~=~J ~ /R3' a MPH SIgn J REMARKS ACClDIIfr NAn OIITANClE.. MnERI 2G 1 . . . 7 . . . 1 . Speed zone changes should be coordinated with changes in roadway conditions or roadside development. . The speed limit normally should be established at the first five mile per hour increment below the 85 percentile speed. However, in matching existing conditions with the traffic safety needs of the community, engineering judgement may indicate the need for a further reduction of five miles per hour. . Speed zoning should be in 10 mile per hour (16 km/h) increments except in urban areas where 5 mile per hour (8 km/ h) increments are preferable. . Speed zoning should be coordinated with adjacent jurisdictions. . I WI3 ~ " ,., .e . -i:,.'="7 f . . . Ra, WI3 '. , I . END=~J R3 I W47 SCATTERED RESIDENTIAL . . ( . . . 1 . , . Section 22358.5 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 other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning. Following are two methods of conducting engineering and traffic surveys to be used to establish or justify prima facie speed limits. These methods are presented as required by the Vehicle Code. 1. State Highways - The engineering and traffic survey for State highways is made under the direction of the District Traffic Engineer. The data shall include: ~ . Traffic Manual TRAFFIC REGULAnONS 8-9 ( 1-1991 Figure 8-18 SPEED ZONE SURVEY SHEET .. saUD BUSINESS saUD RESlD SCATTERED RESIDENTIAL ,. , - .-.... - I .-.... t... ,/ . .",,-- .... ., \ -::.... .... -.... .......- DBlU~ GP'm- _ ...._ nIIPPIC~""" - .. IIPH ( W'f7 ~IND="" .. HI , ..' I I .... "'- .. -.... I ..=nT". ...1 . I '.' I I I (;.. I . CIty H811 SPEED ZONE SURVEY _.JL. co.-IL ....--L ern OIITDWN LallI SnBTOIIIICMD 11m.. .......-.. 10_~ ICALa: 1. . aoo DAta: 11.... LEGEND __ 111 -. ~I.-- .. -- LOIIIItLMrGPMC8 r _. _un_ _ ____ no u . u _ _n_ _ ___ _n __ . . _ uno _ n_ __ _n......__.. _. "oh n_n._ u___ __ _ _.. 0._ "On _..._. . .._ . =~ -.11III'I-.- ............. ..-... , 50 1 :I :a 4 5 . 1 . . . t :r :a 4 I . 7 . . , . l a.One copy of the Standard Speed Zone Survey Sheet (See Figures 8-lA and 8-lB) showing: . A north arrow. . Engineer's station or post mileage. . Limits of the proposed zones. . Appropriate notations showing type of roadside development, such as "scattered business", "solid residential", etc. Schools adjacent to the highway should be shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termination of a speed zone. . Collision rates for the zones involved . Average daily traffic volume. . Location of traffic signals, signs and markings. . If the highway is divided. the limits of zones for each direction of travel. . Plotted 85 percentile and pace speeds at location taken showing speed profile. b. A report to the District Director shall: . State the reason for the initiation of speed zone survey. . Give recommendations and supporting reasons. . List the enforcement jurisdictions involved and the recommendations and opinions of those officials. . Give the stationing or mileage at the beginning and ending of each proposed zone and any intermediate equations. Location ties must be given to readily identifiable physical features. o o o ~"O"o ". . . CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION From: Michael E. Hays, Director Subject: Authorization to establish a Forty (40) M.P.H. Speed Limit on 5th Street between W aterman Avenue and Pedley Road. Dept: Development Services ~(Q)~W Date: January 11,2000 File No. 13.lR2 Synopsis of Previous Council ActIon: MCC Date: February 7, 2000 None Recommended Motion: Adopt Ordinance (V!il#if Michael E. ys Contact person: Anwar Wagdy, Traffic Engineer Phone: Supporting data attached: Staff Report, Map, Ordinance Ward: 5213 2 FUNDING REQUIREMENTS: Amount: $ 200.00 Source: (Acct. No.) 001-307-5111 (Aect DP.::::,;;;~"2, Council Notes: e . ~ -;)/716(;). -#-;)0 .. , Agenda Item No. .:3 'I ;) / {). :),/00 o o o ~. T STAFF REPORT Subiect: Authorization to establish a Forty (40) M.P.H. Speed Limit on sth Street between Watennan A venue and Pedley Road. Backnound: The City received a request from the County of San Bernardino to evaluate the speed limit on Sth Street between Waterman Avenue and Pedley Road. The County and the City of San Bernardino share jurisdiction of Sth Street within this area per the attached drawing. A speed limit has not been adopted bl either jurisdiction, making the maximum speed limit, within this section of st Street, fifty-five (SS) miles per hour. There is a special education school and an elementary school located on the south side of Sth Street. Due to this special situation, both County and City staff have agreed to evaluate the speed limit. Consequently, an engineering and traffic survey was completed. Two speed surveys were conducted in this area of Sth Street in accordance with State Guidelines. One approximately six-hundred (600) feet east of Waterman Avenue and the other approximately five-hundred (Soo) feet east of Cooley A venue. The surveys measured the critical speeds at forty-nine (49) and fifty (SO) miles per hour respectively. This suggests that the speed limit should be lowered to forty-five (45) or fifty (SO) miles per hour. However, due to the special circumstances created by the adjacent schools and pedestrian activity in the area, it is recommended that the speed limit be lowered further to forty (40) miles per hour. The area west of Waterman Avenue is already posted with a forty- (40) mile per hour speed limit. The County Traffic Engineer concurs with this recommendation and is in the process of requesting Board of Supervisors' authorization to lower the speed limit. Financial Imoad: The estimated cost of $ 200.00 for the installation of the speed limit signs will come from General Fund Account No. 001-307-Slll (signing and striping materials). This action is considered routine and there will be no major impact to the account. Recommendation: Adopt Ordinance establishing a forty-(40) mile per hour speed limit on 5th Street between Waterman Avenue and Pedley Road. o 5th Street Proposed 40 m.p.h. Speed Limit Between Waterman Avenue and Pedley Road y. y. ~ Location of Proposed 40 m.p.h. Speed Limit o 1 0 2 3 4 5 6 7 8 o o Ordinance No. ORDINANCE OF THE CITY OF SAN BERNARDINO AMENDING CHAPTER 10.52 OF THE SAN BERNARDINO MUNICIPAL CODE TO ESTABLISH A FORTY MILE PER HOUR SPEED LIMIT ON FIFTH STREET BETWEEN WATERMAN AVENUE AND PEDLEY ROAD. THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO DO ORDAIN AS FOLLOWS: SECTION 1. Section 10.52.030 of the San Bernardino Municipal Code is amended to read: "10.52.030 FORTY MILES PER HOUR In accordance with and pursuant to the authority of 9 Sections 22357, 22358, and 22360, of the California 10 Vehicle Code, the Mayor and Common Council do hereby 11 determine and declare upon the basis of an engineering 12 and traffic survey that a prima facie speed limit of 13 forty miles per hour shall be established upon the 14 following streets or portions thereof in the City: 15 16 17 18 19 20 21 22 23 24 25 26 27 28 ARDEN AVENUE: Between Pacific Street and Highland Avenue ARROWHEAD AVENUE: Between Esperanza Street and Rialto Avenue; and between Highland Avenue and Kendall Drive. ATLANTIC AVENUE: Between Palm Avenue and Cienega Court. BASE LINE STREET: Between Medical Center Drive and 'H' Street; and between Sierra Way and Del Rosa Avenue. CALIFORNIA STREET: Between Base Line Street and Cajon Boulevard. DEL ROSA AVENUE: Between Del Rosa Drive and Marshall Boulevard. "E" SREEET: Between Century Avenue and Rialto Avenue; and between Thirtieth Street and Kendall Drive. ELECRIC AVENUE: Between Fortieth Street and Northpark Boulevard. FIFTH STREET: Between Sierra Way and Pedley Road. -1- o o o 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 26 27 28 <"-~ ORn: AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH A 40 M.P.H. SPEED LIMIT ON 5TH ST. BETWEEN WATERMAN AV. AND PEDLEY RD. "G" STREET: Between Mill Street and Rialto Avenue. GOLDEN AVENUE: Between Highland Avenue and Lynwood Drive. HIGHLAND AVENUE: Between Valencia Avenue and Arden Avenue. KENDALL DRIVE: Between "E" Street and Fortieth Street. LYNWOOD DRIVE: Between Valencia Avenue and Del Rosa Avenue. MACY STREET: Between Highland Avenue and the north City limits. MEDICAL CENTER DRIVE: Between Base Line Street and Highland Avenue. MERIDIAN AVENUE: Between Rialto Avenue and Foothill Boulevard. MILL STREET: Between Waterman Avenue and Tippecanoe Avenue. MIRAMONTE AVENUE: Between Twenty-third Street and Marshall Boulevard. MOUNTAIN VIEW AVENUE: Between Victoria Street and Lupin Lane. NINTH STREET: Between Medical Center Drive and "H" Street; and between Sierra Way and Waterman Avenue. NORTHPARK BOULEVARD: Between Little Mountain Drive and Electric Avenue. PEPP~R AVENUE: Between Mill Street and and the north City limits. PERRIS HILL PARK ROAD: Between Pacific Street and Twenty-First Street. REDLANDS BOULEVARD: Between Hunts Lane and Gardena Street. SIERRA WAY: Between Mill Street and Rialto Avenue; between Fifth Street and Thirtieth Street; and between Fortieth Street and Forty-Eighth Street. -2- o o o 1 2 3 4 5 6 7 8 9 10 11 12 II 13 II 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 -,,- RD: AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH A 40 M.P.H. PEED LIMIT ON 5TH ST. BETWEEN WATERMAN AV. AND PEDLEY RD. STERLING AVENUE: Between Highland Avenue and Pumalo Street. THIRD STREET: Between Sierra Way and Waterman Avenue. THIRTIETH STREET: Between Little Mountain Drive and Valencia Avenue. TIPPECANOE AVENUE: Between the south City limits and San Bernardino Avenue; and between Ninth Street and Base Line Street. VALENCIA AVENUE: Between Twenty-First Street and Thirtieth Street. VICTORIA AVENUE: Between Highland Avenue and Lynwood Drive. WATERMAN AVENUE: Between Highland Avenue and the State Highway 30 east bound off-ramp." -3- o o o " 22 23 24 25 26 27 28 "" .".. RD: AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH A 40 M.P.H. PEED LIMIT ON 5TH ST. BETWEEN WATERMAN AV. AND PEDLEY RD. 1 2 3 4 5 6 7 8 9 10 MCGINNIS 11 12 13 14 15 16 17 18 19 20 21 I HEREBY CERTIFY that the foregoing ordinance was duly adopted by the Mayor and Common Council of the City of San Bernardino at a meeting thereof, held on the , 2000, by the following vote, to.wit: day of Council Members: AYES NAYS ABSTAIN ABSENT ESTRADA LIEN SCHNETZ SUAREZ ANDERSON MILLER Rachel Clark, City Clerk day The forgoing ordinance is hereby approved this of , 2000. Judith Valles, Mayor City of San Bernardino Approved as to form and legal content: James F. Penman City Attorney -4-