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HomeMy WebLinkAbout6.3 HearngSpdChngVariousStCITY OF DUBLIN AGENDA STATEMENT City Council Meeting Date; April 10, 1995 SUBJECT: Public Hearing: New Speed Surveys and Proposed Ordinance to Change Speed Limits on the Following Streets: Amador Valley Boulevard (Village Parkway to Stagecoach); Peppertree Road (West Vomac to Silvergate), and Dougherty Road (Monterey to Amador Valley Boulevard) Report by: Lee S. Thompson, Public Works Director EXHIBITS ATTACHED: 1) 2) 3) 4) Draft Ordinance Speed Survey Fbrms Copy of CVC Code § 40802 et. seq. ("speed trap") A representative from TJKM will be present at the meeting to explain details of the studies. RECOMMENDATION: 1) 2) 3) 4) 5) Open Public Hearing Receive Staff presentation and public testimony Question Staff and the public Close Public Hearing and deliberate Waive reading and introduce ordinance Exhibit lA (per engineering survey) OR Exhibit lB (as recommended by Police Chief) or as otherwise modified. FINANCIAL STATEMENT: New speed limit signs will need to be posted on streets where speed limits are changed. If all three streets are changed, the cost estimate for signing is $750. If only the Dougherty Road speed limit is changed, the cost estimate is $250. This cost would be paid from the Street Maintenance Operating Budget. DESCRIPTION: The California Vehicle Code (CVC) states that in order to use radar for speed limit enforcement, a City or other public agency must first conduct an engineering speed study on the street. These studies, called "engineering surveys," must be updated every five years or when the characteristics of the street are changed. Residential streets 40 feet or less in width are not included under this law (see CVC § 40802 attached as Exhibit 3) and the speed limit for these residential streets is 25 mph. One of the reasons that the speed surveys are now required by the CVC to establish speed limits is that in the past, some jurisdictions used speed traps (setting speeds unreasonably low) as a way to increase revenue. For new residential developments with houses fronting the street, Public Works Staff now requires the width of the street to be 40 feet or less to eliminate the need for these studies in residential areas. Speed limit engineering survey recommendations are based on the following three categories: 1) 85th percentile speed, 2) design of the roadway, and 3) accident history. The "gSth percentile speed" is the speed at or below which 85% of the traffic is traveling. The design of the roadway is based on the safe speed design, which includes roadway geometrics and sight distance visibility. Accident history is based on comparison of the accident rate (accidents per million vehicle miles) to the State accident rate for the same classification of street. The theory regarding the 85th percentile speed is that 85 percent of the drivers are safe and will drive at or below a safe speed for the condition of the roadway. In the three street segments in this report, the existing 85th percentile speeds range from nine to fit~een miles per hour over the existing speed limit. The survey-recommended speed limit increases are still from four to six miles per hour below the 85th percentile speeds; however, are close enough to the 85th percentile to be reasonable limits. The City's Police Chief has reviewed the surveys and recommends that the speed limits remain at 25 mph for Amador Valley Boulevard and Peppertree Road and that the Dougherty Road segment be increased to 40 mph rather than 45 mph. He feels that his traffic officers can still maintain effective enforcement at these limits. The traffic court looks at the engineering survey when determining whether to uphold a traffic citation for speeding. When the speed limit is set too far below the 85th percentile speed, a "speed trap" situation may result, and the court will not uphold citations. The City Council may set speed limits below the survey recommendation; however, Police Services' ability to use radar to enforce the speed limit will be restricted if the limits are not reasonably related to the engineering survey. The City of Dublin's traffic consultant, TJKM, recently conducted radar engineering surveys on a number of City streets. On most of these streets, the speed limits are recommended to remain the same. Based on the 85th percentile speed, as well as a review of roadway characteristics, and accident history, speed limit chan_.qes are recommended as shown under "Engineering Survey Recommended Speed Limit" in the table belo~v. The last column in the table identifies the Police Chiefs recommendations. Street Name Amador Valley Blvd. (from Village Pkwy. To Stagecoach) Dougherty Road (from Monterey to Amador Valley) Peppertree Road (from W. Vomac to Silvergate) Current 85th %-ile Speed Limit Speed 25 mph 34 mph* 35 mph 50 mph 25 mph 36 mph* Engr. Survey Police Chief Recomm. Recomm. Speed Limit Speed Limit 30 mph 25 mph 45 mph 40 mph 30 mph 25 mph * Surveys were taken in multiple segments - the figure shown is an average of the speeds (see Exhibit 2). Following is a recap of the information contained within the engineering survey for each of these three streets: Amador Valley Boulevard - Village Parkway to Stagecoach Road This street is primarily residential in nature, except for the shopping area at the comer of Village Parkway and Amador Valley Boulevard. The street is a two-lane, divided arterial with parking allowed on both sides and a striped bicycle lane. The accident rate is less than the State average. The 85th percentile speed in the four segments surveyed ranges from 33 mph to 35 mph, or 8 to 10 mph over the posted speed limit. On this basis, the engineering survey recommends increasing the speed limit from 25 mph to 30 mph. Dougherty Road - Monterey Drive to Amador Valley Boulevard This portion of Dougherty Road is a two-lane, divided arterial with no uses fronting directly on the street. The four intersecting streets are entrances into the Arroyo Vista housing project. Parking is not allowed on either side of the street. There were no reported accidents on this portion of Dougherty Road in the last three years. The 85th percentile speed for this street segment is 50 mph. On this basis, the en~neering survey recommends increasing the speed limit from 35 mph to 45 mph. It should be noted that the Five Year Capital Improvement Program tentatively lists a project to widen and improve Dougherty Road in the next fiscal year. This improvement would move the southbound lanes away from the curb along the Arroyo Vista frontage. Peppertree Road - West Vomac Road to Silver_.qate Drive Peppertree Road is residential in nature, with parking allowed on both sides. This is a two-lane undivided collector street which is 44 feet in width. There were no reported accidents on this portion of Peppertree Road in the last three years. The 85th percentile speed for the four segments surveyed ranged from 33 to 37 mph. On this basis, the engineering survey recommends increasing the speed limit from 25 mph to 30 mph. Page 2 Staffhas sent notices of this hearing to those properties which front onto the Peppertree and Amador Valley Boulevard street segments affected by this study and has also notified the Housing Authority. Staff recommends that the City Council conduct a public hearing, deliberate, and introduce the ordinance, EITHER Exhibit lA (engineering survey recommendation) establishing revised speed limits for these segments of Amador Valley Boulevard, Dougherty Road, and Peppertree Road. OR Exhibit lB (Police Chief recommendation) which establishes a revised speed limit for Dougherty Road only. g: [traffic~ag stspd Page 3 ORDINANCE NO. -95 AN ORDINANCE OF THE CITY OF DUBLIN ESTABLISHING SPEED LIMITS ON THE FOLLOWING STREETS: AMADOR VALLEY BOULEVARD (FROM VILLAGE PKWY. TO STAGECOACH ROAD), DOUGHERTY ROAD (FROM MONTEREY DRIVE TO AMADOR VALLEY BOULEVARD), AND PEPPERTREE ROAD (FROM WEST VOMAC ROAD TO SILVERGATE DRIVE) The City Council of the City of Dublin does ordain as follows: Section 1: Pursuant to Dublin Municipal Code Section 6.04.340, in accordance with engineering surveys, and in the interest of public safety, speed limits shall be established as follows: Amador Valley Boulevard (Village Parkway to Stagecoach Road) Dougherty 2Road (Monterey Drive to Amador Valley Boulevard) £eppertree 2Road (West Vomac 2Road to Silvergate Drive) 30 mph. 45 mph 30 mph Section 2: Said speed limits shall be added to Section 6.60.020 and 6.60.050 of the City of Dublin Traffic Code. Section 3: This ordinance shall become effective 30 days after its final passage and adoption by the City Council. The City Clerk of the City of Dublin shall cause this ordinance to be posted in at least three(3) public places inthe City of Dublin in accordance with Section 36933 of the Government Code of the State of California. PASSED, APPROVED, AND ADOPTED this day of ,1995 AYES: NOES: .ABSENT: Mayor ATTEST: City Clerk g:~traffic~speedord ORDINANCE NO. -95 AN ORDINANCE OF THE CITY OF DUBLIN ESTABLISHING A SPEED LIMIT FOR DOUGHERTY ROAD (FROM MONTEREY DRIVE TO AMADOR VALLEY BOULEVARD) The City Council of the City of Dublin does ordain as follows: Section 1: Pursuant to Dublin Municipal Code Section 6.04.340, in accordance with engineering surveys, and in the interest of public safety, speed limits shall be established as follows: Dougherty Road (Monterey Drive to Amador Valley Boulevard) 40 mIgh Section 2: Said speed limit shall be added to Section 6.60.040 of the City of Dublin Traffic Code. Section 3' This ordinance shall become effective 30 days after its final passage and adoption by the City Council. The City Clerk of the City of Dublin shall cause this ordinance to be posted in at least three (3) public places inthe City of Dublin in accordance with Section 36933 of the Government Code of the State of California. PASSED, APPROVED, AND ADOPTED this day of ,1995 AYES: NOES: AB SENT: Mayor ATTEST: City Clerk g: Itrq~c V, peedord City of Dublin Speed Limit Engineering/Traffic Survey Date Taken Posted Speed Pace Speed % In Pace, Above, Below Critical Speed (85%) Range of Speeds 77~ /I; 2 Width (ft): (03 ' No. of Lanes (Both Directions): 2- Average Daily Traffic: [0/~ 5-0 Date Taken: ~//o,/~.~ Special Conditions (Parking, Roadway Alignment, Land Use, School .area, etc.):. Accident Period Analyzed: I/I ~rtl - Number of Accidents (List total and each y~r)'~ ~ ('ql-~2 'c~'Z-q 3 'q3- 13) " Number of Speed-Related Accidents (Total a each year): (/ql-/~qz-q ~ 'g3' ~' ) Calculated Accident Rate: 3. ¢6 Statewide Average Rate: 3.7 ~' Recommendations: ~a3~/ o~ ~< ~ cFe~ , /f Map: Study Prepared By: Date: ]./~//c/~- Approved By: Date: Approved Speed Per CVC 40803, .... vi{ City of Dublin Speed Limit Engineering/Traffic Survey Length (feet): Location of Survey Date Taken Posted Speed Pace Speed % In Pace, Above, Below Critical Speed (85%) Range of Speeds ....................................... ......................................................... ... .........,...........?.-.-.v...:.: :.v...-.-.::::::::::::::::::::::::::::.:.:.:->:-::, :.;.....- -.-.. :::: Width (ft): q C~ ? No. of Lanes (Both Directions): Average Daily Traffic: ~, ~O0 Date Taken~ Special Conditions (Parking, Roadway Aligrument, Land Use, School Area. etc.): Number of Accidents 0_.ist total and each year): dP Number of Speed-Related Accidents (Total & each year): 0 Calculated Accident Rate: ~. O 0 Statewide Average Rate: '¢'o. 70 Study Prepared By: ~Y~ff~'~' ~''' ~t't'/ae/ / t Approved By: Date: Approved Speed Limit:~ mph Per CVC 40803, Survey Expires: City of Dublin Speed Limit Engineeringtrraftic Survey Street: VOUjh -tV' ~:' ~D~d Limits: Mo~\(rl,y Or. to !\MJ6f VOUl,\ ~lJJ Length (feet): 1.. ~ CO ' ':m::I;,I:,itmrllliiiiilllIIIBJIIJ_II)IIB111;II,! .1:,';,':,':,1":,,S,;,,','.,',,:,.p.'..',,'.'..'..:,.E.',.'.',.','..:,,:,~,',',,::,',:,,:,:D,'.',::,:,,'.',.':,',.5.','.',.':.:.,..,'.:.:!':::':::',:':1l'::'::'',."," :::: :;::;:;:~:~ .:.:;;;:.;.:.:.:. ;:; . :':':':':':':'?::;"':':':':':'~'~:' :.::::::::::: ::::::: .::;::::::;,::~::::.: ..............,.... ."...... ..... ... ....",.... ..... .............. ::::::::":::::":::::::::::::::.'::::.:::: ............................,.,','.. ............................'......'...' Location of Survey Date Taken '3 ~ I 1~ Posted Speed '3 S- ",.. It Pace Speed Lf I - 50 If1 % In Pace, Above, Below b 7 10 2. 3 Critical Speed (85%) ,0 In' It Range of Speeds 2 3 - 5g ~J,u,u Width (ft): 5Z No. of Lanes (Both Directions): 4 Average Daily Traffic: \ 1) ;00 Date Taken: Y (Ll.1:l fL Special Conditions (parking, Roadway Aligrunent, Land Use, School Area, etc.): 4rW"~ l) y\() pdt k,\~ C tlo.vt-~ I 110 fr~h hn3 I "O-vlJ Jf(5. , ACCIDENT CHARACTERISTICS ,"::"': ",',",...:.""":"".:'::,~':....: ",:,"".:;";<:;'f;(',:"""', }"':'{:':i':"::'.;:,..",;,;:, }':.:,..,;...:.':....... . A.~ci';";;;;"riod:ruuyzed: ..... ... ..... ,i:{t4W''';' {lr~'lllj9~' Number of Accidents (List total and each year): I c> (rrz- () I q 2, - O) Cf 4 ~ 0 ) o (~l-o .cf2r' 0, t(,/ -0 ) \ . f ' 3.70 Number of Speed-Related Accidents (Total & each year): Calculated Accident Rate: 0, CO -"lJ I ,~ . Recommendations: @dJe,/ On ft,~ CI'/h'?4/ 5p.ed. if , - j ~ r~ W1J1h-e~ ttJ tirA I tit < 5 ,~ e,l /;/11/1- Ix. lytc~s"4;l n 'ir-;"'ph, , r-- '..... ,~ ,s ;~ ,~ . Study Prepared By: CJ,/iSwpJ,er Date: '3 / '3 / / '1 r- I f Approved By: 5. fell?;re I ~ / Date: Approved Speed Limit: mph Per eve 40803, Survey Expires: iv. 17 f12500 he clerk -:hall be :nment mental ;eneral zry for Penal Und. ). ;ted red to ~te of ct or of a y an eged d as ._tion .3 of cted of a ent, ~.ent the nay ion red ion Div. 17 --10o3-- § 40802 40610, together with the certification under this section, shall constitute a complaint to which the defendant may enter a plea, and upon which a warrant may be issued if the complaint is verified. Added Ch. 1350, Sta~s. 1978. Operative July 1, 1979. CmcP~zR 3. ILLEGAL EVIDENCE Article !. Prosecutions Under Code Vehicle and Uniform Used by Officers 40800. Every traffic officer on duty for the exclusive or main purpose of enforcing the provisions of Division I0 or ll of this code shall wear a full distinctive uniform, and if the officer while so on duW uses a motor vehicle, it must be painted a distinctive color specified by the commissioner. This section does not apply to a_n officer assigned exclusively to the duty . of investigating and securing evidence in reference to any theft of a vehicle or failure of a person to stop in the event of an accident or violation o£Section 23109 or in reference to any felony charge, or to any officer engaged in serving any warrant when the officer is not engaged in patrolling the highways for the purpose of enforcing the traffic laws. Amended Ch. 202. Stats. 1961. Effective September 15, !961. Speed Trap Prohibition 40801. No peace officer or other person shall use a speed tray in arresting, or participating or assisting in the arrest of, any person for any alleged xiolation.of this code nor shall any speed trap be used in secunng exddence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code. Speed Trap 40802. A "speed trap" is either of the following: (a) A particular section of a hig-hwhy measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (b) A particular section of a highway with a prima facie speed hmit provided by this code or by local ordinance pursuant to para~aph (1) of subdi,,Ssion (b) of Section 22352, or estabhshed pursuant to Section 22354, 22357, 22358, or 22358.3, wkich speed hmit is not justified by an en~neering and traffic survey conducted within five years prior to the date of the alleged violation, and where enforcement involves the use of radar or other electronic devices w,hich measure the speed of mov4ng objects. This subdi~Ssion does not apply to local streets and roads. For purposes of this section, local streets and roads shall be defined by the latest functional usage and federal-aid system maps as submitted to the Federal Highway Administration. When these mays have not been submitted, the following' definition shall be used: A local' street or road primarily provides access to abutting residential property and shall meet the following three conditions: (1) Roadway width of not more than 40 feet. (2) Not more than one-half mile of uninterrupted length. Interruptions shall include official traffic control devices as defined in Section 445. (3) Not more than one trsFfic-lane in each direction. Amended Ch. 1346, Stats. 1972. F_~q'ective Mardu 7, 1973. .. .,,,.~ ~: ~ ,,~ ~:,~; ~ Amended Ch. 203, Stats. 1973. Effectivegul. 9, 1973, by termS of an ~.;-;, ~.,2 ~ ~ .... .~mended Ch. 1210, StatS. 1978. Effective January 1, 1979. "' ........ Repealed Ch. 1210, Stats. 1978. Operative January 1, 1982. CXf~__' ~_£. ~f_~,~ f__ ~d-,. ~. § 40803 Div. 17 Amended Ch. 357, Stats. 1981. Effective January 1, 1982. Repealed Ch. 357, Stats. 1981. Operative January 1, 1987. Amended Ch. 833, Stats. 1986. Effective January 1, 1987. Amended Ch. 459, Stats. 1991. Effective January 1, 1992. .' Speed Trap Evidence 40803. (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person ( ): in any prosecution under this code upon a charge involving the speed ora vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap. CD) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall estabhsh, as par~ of its prima facie case, that the evidence or testimony presented is not based upon a ( )2speedtrap as defined in subdivision (b) of Section 40802. (c) When a traffic and engineering survey is required pursuant subdivision CD) of Section 40802, evidence that a traffic and engineering survey has been conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defi~ned in subdivision CD) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a ( ).o speedtrap as defined in subdivision CD) of Section 40802. Amended Ch. 357, Ste~s. 1981. Effective January 1, 1982. .-Lmended Ch. 459, Stats. 1991. Effective January 1, 1992. Amended Ch. 538, Stats. 1992. Effective January 1, 1993. The 1992 amendment added the italicized material, and at the point(s) indicated, de}eted Cue followin~ 1. flor an alleged violation of this code" 2. ~speed tr~p' Testimony Based on Speed Trap 40804. (a) In any prosecution under this code upon a charge invol~ing~ the speed of a vehicle, any officer or other person shall be incompetent as a witness if the testimony is based upon or obtained from or by the maintenance or use of a speed trap. CD) Every officer arresting, Or participating or assisting in the arrest of, a person so charged while on duty for the exclusive or main purpose of enforcing the provisions of Divisions 10 and 11 is incompetent as a witness if at the time of such arrest he was not wearing a distinctive uniform, or was using a motor vehicle not painted the distinctive color specified by the commissioner. This section does not apply to an officer assigned exclusively to the duty of investigating and securing evidence in reference to any theft of a vehicle or failure of a person to stop in the event of an accident or violation of Section 23109 or in reference to any felony charge or to any officer engaged in serving a_ny warrant when the officer is not engaged im patrolling the highways for the purpose of enforcing the traffic laws. Amended Ch. 58, Stats. 1961. Effective September 15, 1961. Amended Ch. 84, Stats. 1978. Effective January 1, 1979. Admission of Speed Trap Evidence 40805. Every court shall be without jurisdiction to render a judgment of conviction against any pe. rson for a violation of this code involving the speed of a vehicle if the court admits any evidence or testimony secured in violation of, or which is inadmissible under this article.-