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Home My WebLink About6.1 Public Hearing Review Speed LimitsG~~~ OF Dp~~~ 19/ ~.~ ~~~ ,82 ``~~~~ STAFF REPORT C I T Y C L E R K `c~~ll~ ~~ DUBLIN CITY COUNCIL File #^~]02 ~-~~ DATE: May 18, 2010 TO: Honorable Mayor and City Councilmembers FROM: Joni Pattillo, City Manager SUBJEC . Public Hearing: Review of Engineering Survey Results and Establishment of Speed Limit for Amador Valley Boulevard, Martinelli Way and Arnold Road Prepared By: Jaimee Bourgeois, Senior Civil Engineer (Traffic) EXECUTIVE SUMMARY: This is the first reading of a proposed ordinance which would establish, based on the findings of engineering and traffic surveys, new speed limits of 30 mph on Amador Valley Boulevard between Village Parkway and Stagecoach Road, 40 mph on Martinelli Way between Iron Horse Parkway and Hacienda Drive, and 35 mph on Arnold Road between Dublin Boulevard and Altamirano Road. FINANCIAL IMPACT: The cost to replace existing speed limit signs and pavement legends on Amador Valley Boulevard is approximately $1,500. The cost to install new speed limit signs on Martinelli Way and Arnold Road is $1,500. This can be covered by the Street Maintenance Operating Budget. RECOMMENDATION: Staff recommends that the City Council conduct a public hearing, deliberate, waive the reading and introduce the ordinance establishing new speed limits on Amador Valley Boulevard, Martinelli Way and Arnold Road. . ~^ lA.t ~~ ` Submitted B Reviewe Senior Civil Engineer Assistant City Manager Page 1 of 4 ITEM NO. YJ ' I DESCRIPTION: Backqround The California Vehicle Code (CVC) provides that police may use radar for speed enforcement as long as certain criteria are met. For roadways that are defined as local roads on the federal roadway classification map or, if not shown on that map, roads that are (1) not more than 40 feet in width, (2) not more than one half mile of uninterrupted length, and (3) not more than one traffic lane in each direction, a prima facie 25 mph speed limit may be used without performing a survey. For all other roadways, an engineering and traffic survey (E&TS) is required to establish a speed limit that can be enforced by means of radar. Amador Valley .Boulevard is identified as a collector street, not a local street, on the federal roadway classification map; therefore, an E&TS is required to justify the posted speed limit and allow for enforcement by means of radar. Martinelli Way and Arnold Road are relatively new roadways, for which speed limits have not yet been established. This staff report discusses the establishment of new speed limits for Martinelli Way and Arnold Road and a revised speed limit for Amador Valley Boulevard. Procedure for Establishinq a Saeed Limit The operative criterion determined by an E&TS is the "85th percentile" or "critical" speed. This figure is based on the belief that most drivers will drive at a speed that is safe and reasonable for conditions. In a sampling of speeds that are taken by radar, 85% of drivers are traveling at the 85th percentile speed or lower. Speed limits are to be set at the nearest 5 mph increment to the critical speed. The second part of the E&TS includes an analysis of the roadway to determine whether there are any offsetting factors such as residential density, pedestrian and bicycle features, intersecting driveways, accident history, schools, and so forth, which would cause the recommended speed limit to be reduced by 5 mph. Engineering surveys are typically performed during non-commute hours and are not perFormed where roadways are still under construction or where there are temporary conditions (such as a lane closure or inclement weather) that would affect a driver's speed. A Policy Directive was issued by the State of California Department of Transportation in July 2009 that reiterates the standard for establishing speed limits as set forth in the California Vehicle Code (Sections 627, 22358.8 and 40802). Specifically, it called for clear justification for the 5 mph reduction in the E&TS. Traffic Commissioners take these E&TS's seriously and may not uphold citations when the driver is within the 85th percentile speed. Speed limits that are set artificially low are said to be "speed traps" and are not enforceable using radar (Attachment 1). Studv Findinps The E&TS forms are included with this staff report (Attachments 2, 3 and 4). Amador Vallev Boulevard (Villaqe Parkwav to Stagecoach Road)~ The findings for Amador Valley Boulevard are being brought before the City Council because the E&TS results do not support the existing posted speed limit, as discussed below. In late 2009, the E&TS for 34 roadway segments Citywide expired; therefore, new surveys were conducted. One of the roadway segments requiring re-evaluation was Amador Valley Boulevard between Village Parkway and Stagecoach Road. The survey results supported Page 2 of 4 increasing the speed limit from 25 mph to 30 mph. Rather than taking the item before the City Council in December, staff elected to wait and resurvey the roadway to determine whether the results were valid. Two additional surveys have since been conducted (in late November 2009 and late January 2010), each providing similar results. After discussing a proposed 5 mph increase with the Traffic Safety Committee, including Police Services, Staff is electing to take the speed limit increase before the City Council for approval so that the posted speed limit may again be enforceable by radar. The existing posted speed limit on Amador Valley Boulevard between Village Parkway and Stagecoach Road is 25 mph. The adjacent land use is generally residential, with driveways fronting Amador Valley Boulevard, with commercial on the west end. Between Village Parkway and York Drive, the roadway transitions from four lanes to two lanes. East of York Drive, the roadway is one lane in each direction with a median. Parking and bike lanes are provided on both sides of the roadway (Attachment 2). The E&TS indicates that the critical speed is 34 mph in the eastbound direction and 33 mph in the westbound direction. These suggest a posted speed limit of 35 mph (by rounding to the nearest 5 mph increment). Due to the high density of residential driveways and the presence of bicyclists and pedestrians, a 5 mph reduction to 30 mph is justifiable. Staff recommends that the posted speed limit be established at 30 mph so that enforcement by use of radar may continue (Attachment 3). It should be noted that when the last survey was completed in 2000 for this segment of Amador Valley Boulevard, the criterion for setting speed limits was different. At that time, the speed limit was set at the 5 mph increment below the critical speed with the option for a further reduction of 5 mph. Based on the criterion set forth in the current CVC, the speed limit is set at the nearest 5 mph increment to the critical speed (by rounding uQ or down as appropriate) with the option for a further reduction of 5 mph. While travel speeds along Amador Valley Boulevard have not changed much over the last 10 years, a change in the law in 2004 on how to set speed limits explains the requirement to increase the speed limit as recommended in this report to allow use of radar for enforcement. Martinelli Way (Iron Horse Parkway to Hacienda Drive)~ There is currently not a posted speed limit on Martinelli Way. The roadway was constructed and accepted by the City of Dublin in 2007. Preparation of an E&TS was delayed because adjacent commercial development was expected to occur, which would require a re-survey of the roadway. Because development has been delayed and because the roadway is greatly used by BART patrons and nearby residents, staff initiated the preparation of an E&TS. The adjacent land is currently vacant. The roadway is two lanes with a median between Iron Horse Parkway and Arnold Road and six lanes with a median between Arnold Road and Hacienda Drive. On-street parking is prohibited (Attachment 4). The E&TS indicates that the critical speed is 39 mph west of Arnold Road and 40 mph east of Arnold Road. These suggest a posted speed limit of 40 mph (by rounding to the nearest 5 mph increment). Staff recommends that the posted speed limit be established at 40 mph so that enforcement by use of radar may commence (Attachment 5). After the adjacent properties are developed in the future, a new survey may be required. Arnold Road (Dublin Boulevard to Altamirano Road)~ The posted speed limit on Arnold Road north of Dublin Boulevard is 40 mph; however, there is currently not a posted speed limit south of Dublin Boulevard. The roadway was constructed and accepted by the City of Dublin in 2007. Similar to Martinelli Way, the preparation of an E&TS was delayed because adjacent Page ~3 of 4 commercial development has not yet occurred. The use of the roadway by BART patrons creates a need to enforce a speed limit using radar. The adjacent land is currently vacant. The roadway is four lanes with a median between Dublin Boulevard and Martinelli Way and finro lanes with a median south of Martinelli Way. On-street parking is prohibited (Attachment 4). The E&TS indicates that the critical speed is 35 mph; therefore, staff recommends that the posted speed limit be established at 35 mph so that enforcement by use of radar may commence (Attachment 6). After the adjacent properties are developed in the future, a new survey may be required. A draft ordinance is attached (Attachment 7) that would amend the City of Dublin Traffic Code to establish a new speed limit of 30 mph on Amador Valley Boulevard between Village Parkway and Stagecoach Road, 40 mph on Martinelli Way between Iron Horse Parkway and Hacienda Drive, and 35 mph on Arnold Road between Dublin Boulevard and Altamirano Road. The ordinance also includes a minor revision to the Traffic Code to address a clerical error in the boundary for the 35 mph speed zone on Amador Valley Boulevard east of Stagecoach Road (changing the western boundary from 200 feet west of Stagecoach Road to Stagecoach Road). The revised boundary is consistent with the current E&TS on file with the City of Dublin. NOTICING REQUIREMENTS/PUBLIC OUTREACH: A notice about the public hearing was mailed to residents and businesses fronting Amador Valley Boulevard between Village Parkway and Stagecoach Road (Attachments 8 and 9). Because there are no residences or businesses fronting the other two subject roadways, notices were not mailed regarding the establishment of speed limits on Martinelli Way and Arnold Road. At the writing of this report, staff has been contacted by three residents along Amador Valley Boulevard. One resident called to request a copy of the survey and one resident called to inquire about the procedures. for setting speed limits and to share concern with the proposed increase. A third resident provided an email in support of the 30 mph speed limit and to also bring to the attention of staff some confusing signage east of the roadway segment in question (Attachment 10). Staff will follow up with the resident separately regarding the signage concern. ATTACHMENTS: 1 2 3 4. 5. 6. 7. 8. 9. 10 California Vehicle Code Section 40802 "Speed Trap" Location Map for Amador Valley Boulevard Engineering and Traffic Survey Form Results - Amador Valley Boulevard Location Map for Martinelli Way and Arnold Road Engineering and Traffic Survey Form Results - Martinelli Way Engineering and Traffic Survey Form Results - Arnold Road Draft Ordinance Notice of Public Hearing Mailing List for Notice of Public Hearing Email from Mr. Roger Sherwin, dated May 6, 2010 Page 4 of 4 V.C. Section 40802 - Speed Traps /~~j ~'?~ Page 1 of 1 v Home Paqe » Publications » Vehicle Code Title Paae » Vehicle Code Table of Contents » Division 17. Chapter 3. Article 1» Section 40802 Speed Traps 40802. (a) A"speed trap" is either of the following (1) A particular section of a highway 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. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone. (b) (1) For purposes of this section, a local street or road is defined by the latest functional usage and federal-aid system maps submitted to the federal Highway Administration, except that when these maps have not been submitted, or when the street or road is not shown on the maps, a"local street or road" means a street or road that primarily provides access to abutting residential property and meets the following three conditions: (A) Roadway width of not more than 40 feet. (B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445. (C) Not more than one traffic lane in each direction (2) For purposes of this section "school zone" means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. "School zone" also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard "SCHOOL" warning sign. (c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable: (A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training. (C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear, the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D). (ii) The prosecution proved the speed of the accused was unsafe for the conditions present t the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406. ~~ 1 5~ t~' ~° 1 D http://dmv.ca.~ov/pubs/vctop/d 17/vc40802.htm ~ ~ 33 ~ ~ W ~ ~ ~ ~ O ~ ~ z~ OW ~~ H ~~ L~ ~ ~ O ~~ O A ~ ~ ~ ' ~ ~, ~~ ~~a ~ ~ s~~ .~. ;~ ~~~ ~ ATTACHMENT Z 3 ~ ~~ City of Dublin Engineering and Traffic Survey Street: Amador Valley Boulevard ,~~ Limits: Village Parkway to Stagecoach Road u~ ~ r * f ' Direction: EB } ~ _: ~.`" Factors A. Prevailing Soeed Data Date /Location of Survey 10/ 15/2009, East of Brighton Drive Posted Speed Limit 25 mph r~ ~ "`~ ``'~~ ~~'~~„~ia ~` ,~ l~ra~«ran ~ ~,, °~~, ~ t ~ ~ ' `~ # Speed Data Collected 100 ~.~„~ ~ <<~a; ' ~, ~' ,~ ~~ ~ ~ 85th Percentile 34 mph ~~~: ~ ~ ~ ~_~'~~'~'~ ~~ '^~ ~'"~ ~ ~,~'~r ~~ ~ ~ ~ 10 mph Pace ~ ~ '~ ~ ~~`: ~~ ~~= ~°~`~~ 26-35 - ~ ~ ~ ~ ~ . i : ~ < Percent in Pace ~ ; 91 % ` ,~; ~,,~;~'~ ~ ~~'~ ~ ` ~' ~ 4 u~ ;a~az~ ~ ~ ~,~, ~~ ~? o anon f P ~~ B. Trafiic Factors '~ , : +a`- 4 ; " r;`~ ~n ~`~~ ,~~" ~~~ ~ ~ ~ ~ Average Daily Traffic (vehicles per day) 5,945 vpd A~ ~„ ~'~`4 ~~ '~~ il L h f S ~ " ~ ~ ~,~~ ~ ~.~.~ ~, ~ i ~ ~~~ ` ~~ ~~~ OJ8 ~' ~ engt o egment (m e) ~ m a<<~ ~ , ~ $treet Classification :,- Class I Collector ~ ~ ~~ ~ ~~' e~ > ~ ` ;~~ ~„ ~ ~ ~t•L~ f "r'~ ~~ .17 ~'ftN~` : :. '~.w ~ ~.~' ... l a r'~ "t.. ' C. Collision Historv ~ r„x~r ~ Date Range Covered ~ ~ ~ ~ 0 I/0 I 12006 - I 2/3 I/2008 ~ ~~ ~ ~ ~~~ ~; r ~ Toul Accidents 10 Accident Rate (AccidenUMill. Veh. Miles) 1.5 Acc/MVM Statewide Average Accident Rate 1.83 Acc/MVM D. Roadway Conditions Adjacent Land Use This area is generally residential. The roadway has residential driveways and Class II bike lanes on both sides of the roadway. These driveways can cause through traffic to suddenly slow or stop when being accessed. It is a safe route to school for several nearby schools. Roadway Geometrics 2-lane divided roadway with on-street parking. Comments 5 mph downward speed zoning due to residential density, trail crossing and pedestrian safety. Speed Limit Change? Yes Existing Speed Limit: 25 mph Recommended Speed Limit: 30 mph This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B. I 3 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. Per California Vehicle Code 40803, survey expires 10/ 15/2016 Approved and Authorized for release by the City of Dublin Public Works: Signed Title Date ATTACHMENT ~ y~~ 3~ Spot Speed Study Prepared by: National Data & Surveying Services ~9~}/ Qf Dli~~iTt Time of Survey: 10:30 - 1120 Street Width: 12 Ft DATE: 1Ql15;~G09 Location: Amadar Valiey Blvd j~ast e!o Srightan Dr DAY: Thu€s~ay Posted Speed: 25 MPN Project#: 09-7414-005 Eastbaur~d Sr~flt Sa~ed~ Speed pLL Vehicles mph <=10 11 12 13 18 19 20 21 22 23 24 25 ~.~.;, ~...5.~.. 26 3 27 7 28 ...~..~,8.. . 29 8 32 10 33 ~~~. ~10~~~ 34 ' 10 35 7 36 1 37 3 vy 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 >=70 ... .... 10 12 14 16 18 20 ~ 24 26 28 30 32 34 _ ~ d ~ 38 "a 40 N N ~- 42 ~ 44 46 48 50 52 54 56 58 60 62 64 66 68 70 0 SPEED PARAMETERS Class Count Ran e 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace k I# Below Pace k/# Above Pace ALL 100 25 - 37 31 mph 34 mph 26 - 35 91 91 % 5% / 5 4~/ 4 2 4 6 8 10 12 14 16 Number of Vehicles 5 ~~ 3> City of Dublin Engineering and Traffic Survey Street: Amador Valley Boulevard ~ f Limits: Village Parkway to Stagecoach Road '~` r w ; Direction: WB ~ "~,, Factors " A. Prevailing Soeed Data Date /Location of Survey 10/ 15/2009, East of Brighton Drive Posted Speed Limit ~ ~ ;' . '~,~~tg ~^ 25 mph ~ ~" ~ ,ry '~ ., # $peed Data Colleaed ~ j b~ry`Mc'YS~- ~.:`S ` . "t}~ 5~° e~ 101 r,~~ $ ; a ~%. ' ~ 85th Percentile ~ r ~ ~~ ~ ~ r ~~ 33 mph ~ ~ ~ ~y~. ~~ ~ ~~ ~ ~ ~,.a~ ~ ~~ _ n ` ~ ' ' ~ ~ v~ ~~ ~ ~a+' ; ~' 10 mph Pace 24-33 ; ~ ~ ~ ~~ ~r~ ;~ ~ Percent in Pace _ ~ ~' ~~ ~' ~ ' ~>' ~ ~ ~ «,~ ~i ~~~ ~4 ~ 84/0 ~ ~. ~, 4~ ~ ~ ~ ; .~ ~ ~ ~ .t ~ ~ -a,_a.a:~ ~~ ':~s`' ~`~r'.i ~~~~ i ~a~ o~ B. Traffic Factors ~*1'~~ ~ ~;~a'~,~"~ ' ~~~ ~ ~, Average Daily Traffic (vehicles per day) ~~ 5,646 vpd ~~~ ~, ,~~~~ `~ Length of Segment (mile) «;;~ ~ ~ ~ ~~ ~ . ~ OJ8 mi ~ x E~ ~'M ~~ ~ Street Classification Class I Collector '^ "~zs , ~, , ~ h ~ . ~~~ ~ ~ - C. Collision Historv ~ + ~ ~ d nzr.r ~ ~ g ~ ~ p;. ~,~t~ ; ~* '`~~~3~ ~: ~ Date Range Covered f ~ ~~; " I: 01 /0 I/2006 - I 2/3 I/2008 ~~ ~ ~ ~ µ Total Accidents 5 Accident Rate (AccidenUMill. Veh. Miles) 0.8 Acc/MVM Statewide Average Accident Rate 1.83 Acc/MVM D. Roadway Conditions Adjacent Land Use This area is generally residential. The roadway has residential driveways and Class II bike lanes on both sides of the roadway. These driveways can cause through traffic to suddenly slow or stop when being accessed. It is a safe route to school for several nearby schools. Roadway Geometrics 2-lane divided roadway with on-street parking. Comments 5 mph downward speed zoning due to residential density, trail crossing and pedestrian safety. Speed Limit Change? Yes Existing Speed Limit: 25 mph Recommended Speed Limit: 30 mph This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 26.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. Per California Vehicle Code 40803, survey expires 10/ 15/2016 Approved and Authorized for release by the City of Dublin Public Works: Signed Title Date Segment # 5 V ~ ~~ Spot Speed Study Prepared by: National Data & Surveying Services ~d~}f O~ ~CI~}'Itt Time of Survey: 10:30 - 11:20 Street Width: 92 ~t DATE: 1 Q115f24E79 Location: Aroador Valley Blvd }ust elo Brighton Dr DAY: Thi3rsday Posted Speed: 25 MPN Project #: 09-7414-005 W~stbt~und ~ptat ~taeeds Speed mph 12 13 ALL Vehicles 10 12 14 16 18 20 Z 22 3 . , ~, ~~. ~~.-,-. 8 .,.,. 24 10 10 26 17 '~.~~.10 28 . ... 6 '~-~~- ~~ 5 30 ,8 8 32 ,5 ' 3 34 3 ~ = 36 2 ~ , Z , ~ 38 i "a 40 N , N ~- 42 , ~ 44 46 48 50 52 54 56 58 . . .... .. . 60 62 64 66 68 70 SPEED PARAMETERS Class Count Ran e 50th Percentile 85th Percentile 10 MPH Pace # in Pace Percent in Pace k/# Below Pace %/# Above Pace ALL 101 22-38 28mph 33mph 24-33 85 84% 4% /5 11% /11 0 2 4 6 8 10 12 14 16 18 Number of Vehicfes LOCATION MAP a ~ ~ a c~ _ ~ T Z ~ ~ 4 ~- :~.: ~. ~ F::.. 1 vK+~,. `~,s~"s ., L>~- ~ tiMr` ~~ .~ ~~ ~ a~~ ~. ~ ~ ~ MARTINELLI WAY AND ARNOLD ROAD ~~~~ v Street: Martinelfi Wv. Limits: between Hacienda Dr. and Arnold Rd. Length (feet): 1,400' Location of Survey: Hacienda Dr. to Arnold Rd. Date Taken: 3/23,27,30/09 Posted Speed: Not Posted Pace Speed: 31-40 mph % in Pace, Above, Below 80; 15; 5 Critical Speed (85%) 39,9 mph Range of Speeds 27-49 mph Width (ft.): 94'-112' No. of Lanes (Both Directions): 6(3 each with median) Average Daily Traffic: 2,920 Date Taken: 4/1-2/09 Special Conditions (Parking, Roadway Alignment, Land Use, School Area, etc.): flat; straiqht; no parking; no existinq development on either side, but driveways constructed; new road - no nosted saeed limit. Accident Period Analyzed: 3/1/07 - 3/1/10 Number of Accidents (List Total and Each Year): 0('07-'08 = 0, '08-'09 = 0, '09 '10 = 0) Number af Speed Related Accidents (Total and Each Year): 0(0; 0; 0) Calculated Accident Rate: 0 acc./m.v.m. Statewide Average Rate: 1.83 SURVEY'RESULTS Recommendations: Based on the measured critical speed and the existinq conditions of no adjacent development, no conflictinq driveway volumes, and low ADT volumes, it is recommended that the speed limit be established at 40 mph. (If future development alters the conditions, new surveys may be warranted.) Study Prepared By: Omni-Means Engineers & Planners Date: 3/25/10 Approved By: Date: Approved Speed Limit: Per CVC 40803, Survey Expires: Roadway Map ~ o _ o ~ NELLI a'~ WY. ------- --- a ~ 0 W 0 Z U ~ _ ~ N ATTACHMENT ~ `~~ 3~ ~-__=____=_-_ _~-=~--~s= ~~_-____€~-___ - _-~__ _ ~ -- =_~! ~-_. - - _ ~ - _ ~~ki~~?E!LI ~AY htun. ~,rrald P~. ar~~ Hec;enda ~r> ~~7E= 3/23 27 S'~f4, ii~~ S?r~~. Var:eus 7I"E ~?d~~ '+'ar~c:u~ ~EAiP~f~c C':ear ~~~D f~PE€ 4-6 lanes; fu~ur~ ~i~ee-~se(i~A Q:RECiiQ~, EQih Sr~EEQ Li~iii; rSot Pastea ~B5ERVEF;. d-M Crl?BR~TiO~ TES'': ''~s 5r~e"rp F~ELIiEhCY 4i:Ul" `l. 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'~-_+~?:`t«~h;~ ~i~'~ro~~:<.`t: ~e!~:maY ~~ °Hkat :'~e ( o PRTvI~c 1~~ = ~6 ~.~3J~~t 3~S = ~ ~.(j 9i~~tt Fr~`CE~iII~ = 4~~$ 9~~~t FE~'~~~~lii.r = ~'r1~3 ~,.~_ ~~ ~ ~~ ~. r _. ~ - ~_ -_ = ~-° = - '~= ;_ = : -_ ~ _ - ~ ___ - -- _ _ - =~~ ` --- _ = -- ~_- = -- - ~°'___--_ ~ _-:__-=__-=_~ ~~~= _ ~iA~iIN~LLi 4l~Y t~~t~n. Arnaid P~, ane Hacierda Gr, DATE: 3f_3 -'_-7 <<(t}; f?~r SFA~i: Uariou~ TTi1E Ehl}: 4`ariau; iJESTNE~t Cl~ar iC~r~ i`!PE: =i-fi lane5i fuiure cuize~-useiiGD D?Rti;ilOP~c EasthouncSPEED i:Il~i~a ~ca Pns~~d C~~hR6'Ek~ G-"1 rAE.t~RATiO~; iEST: Y~a 4+~t~R~;~' ~Pz~i~ = 3~,1 ~'AC'c 3i 40 aAh~P~ ~ vA~tAh'E 11.7U9Q~ Cn~r F~%~EP~?i`E _'S ;; f~ P~CE = i9 Sih~;-ARU UE;'IP,iiQ~? _~.?i:~~2~~~ ~5vh °t"e.CEhTILE = ~4.2 VEi;Ir~ =_5 :~ ;`A~;: = i1 NA~4GE I~5 = 55 fe.ry l ~ €~n ~~.TF h ~ .•? 4 ~ . ~ . ~~~3 ~'C !~~ ~ 76 . "Y4~ yo~4r~k11L. RSte f.~ti ~.°t~t1 C~6MvC~~iLE ' Y~ tii7i;fYt a~J = ii~~} /~ ~~ ~-~ MOTOR VEHICLE SPEED WORKSHEET Road: Martinelli Way (between Hacienda Dr. & Arnold Rd.) Date: 3/23,27,30/2009 Location: samples from blocks east & west of mid-block signal Time: 8:30-9:30am, 5:00-6:OOpm, 8:45-10:15am Project: Speed Limit Study, Dublin Weather: Clear Road Type: no posted speed limit; 2-3 lanes each way with median; added turn lanes at intersections; flat; straight; no parkinq; undeveloped (fufure mixed-usel: senres as access to BART aaraae Direction: EASTSOUND Direction: WESTBOUND # Vehs. # Vehs. MP #Vehicles 5 10 15 20 25 #Vehicles 5 10 15 20 25 E.B. W.B. i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 ~ ~ ; ; ; ; ; ; 0 0 ~ ~ ! 1 ~ ~ ~ ~ 0 0 63 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 62 i ~ ~ i i i i 1 0 0 61 ~ i ~ i i i i i 0 0 60 i i ~ ~ ~ ~ ~ ~ ~ i ~ 0 0 39 i i i i i i i i Q 0 58 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 57 i ~ i ~ i i ~ i 0 0 56 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 55 ~ ~ ; ; ; ; ; ; 0 0 54 i i i i i i i ~ 0 0 53 ~ i ~ ~ ~ i i i 0 0 52 ~ i i i ~ ~ i ~ 0 0 51 ~ ~ , ; ~ ~ ~ ~ 0 0 50 ; ; ~ ~ ; ; ; ; 0 0 49 ,' ~; i i i i i i i i 1 0 48 :~1 ., ~ ~ ~ ~ ~ ~ ~ ~ 1 0 47 ~ ~ ~ ~ ~; ,i ~; ~ ~ ~ ~ 0 2 46 1; i i i i i ~ i i 1 0 45 k ~': ~ ~ ~ ~ 1 ~ ~ ~ ~ 2 1 44 1 ' 1; 4: ~ ' ; ' ~ ~ ' ' 3 0 43 ~ i { i ~, _ 1. 9 i ~ ~ i 0 3 42 .;'f z '~i ;'~ 1% i i i i ~, i i i i 4 1 41 "~ 1' 1; i 7 1 i ~~ i 1 ,~ „ ~i:t° 7 i ~ 4 6 40 9 ;' !:n ~, ~ ,~1 i~~ :~: ~ ~ ~ 1 ; 9 1 1x ~~ ~ ~ ~ 7 5 39 1 ~: a,; '~~ ~1? ~;~ ~ ~ ~ ? ' 1 1 9 ~1; "k ~y T ° ; ~ ~ ~ 6 9 38 t~= 1~'7~_ 1 tl:e':.~ 1 „?~ °k ~i:t€ i i ; # .; 1 1 ,~„ 1a`1: i i i 11 6 37 ~l 1;.1 .1 ~Ji„J '1: ~~i; t ;1i i i ' ~: 9 1 ~~~ ,ti~ ~~, 1 ~9 ~li`~~ i i 10 11 36 ;;a, ' ~; '1 1 .~:k:4 @1 't :: ~}:1 :1': ; ~ 1' 1 °I "i 13'~ :`~ ~" t7 ~~«1 ~1; "'~` ' ; 12 13 35 efi -'t 1# 1 ~ . ,1r; ~ ~'f. ~1~ 1 ai i i y' 1# ~ "~ ~f,~ ~ :'1 E 3' 9 i i i 12 10 34 {~ :4 ` :'•i_ ' ~ ~ ~ 1 , 1 ~ ~'~ ~~.~~ 1.: :1 'i .1°i 1 . `1' ~ ~ 3 12 33 1E ~! ~: .~ 1 . ~'`; ~3` ff:~ i ~ i ; .~: „~ ~ "k ;~~'a i ~ i 7 5 32 ,S ; ~t 1, ;1;' i i i i 1~ ~ 'F ~i':'l;"' , i i i 4 6 31 3' ~; ~ .~ ~~~''~~ i i i ~- ~ ,~_ ~ ' i i i 7 4 30 $,~ , i i i i ~ ; ~ -.~ ~~ i i i i 2 3 29 ~: ~ ~ ~ ~ ~ ~ ' ;.3 _ : ~ ~ ~ ~ 2 2 28 ~ i ~ i i i ~ ~ ; i i i ~ 0 1 27 .:~I': ~ ~ ~ ~ ~ ~ ~ ~ 1 0 26 i i i i i i i i 0 0 25 i i i i i i i i ~ 0 24 i i i i i i i i 0 0 23 i i i i i i i i 0 0 22 i i i i i i i i 0 0 21 ~ ~ ~ ~ ~ ~ i i 0 0 20 i i ~ ~ ~ i i i i i Q ~ 19 i ~ i ~ ~ i i i 0 0 18 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 17 ~ i ~ i i ~ ~ i 0 0 16 ~ ~ ~ ~ ~ ~ ~ 1 0 0 15 i ~ i i i i i i 0 0 14 i i i i i i i i 0 0 13 p 1 ~ ~ ~ ~ ~ ~ 0 0 12 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 ~ ~ ~ ~ ~ ~ 7 ~ 0 0 ~ ~ ~ ~ ~ 1 ~ ~ 0 0 i i i i 1 i i ~ 2, 3, 4, 5=# truck axles T= Trailer , B= Bus M= Motorcycle 100 1Q0 /~~ 3.~ Street: Martinelli Wv. Limits: between Arnold Rd. and Iron Horse Pkwy. Length (feet): 1,100' Location of Survey: Arnold Rd. to I.H. Pkwy. Date Taken: 3/15/10 Posted Speed: Not Posted Pace Speed: 29-38 mph % in Pace, Above, Below 71; 22; 7 Critical Speed (85%) 39.2 mph Range of Speeds 23-47 mph , ,. ROADWAY.DE~IGN•AND TF~AFFIC CHARACTERISTICS, Width (ft.): 54'-65' No. of Lanes (Both Directions): 2 t1 each with median) Average Daily Traffic: 2,290 Date Taken: 3/17-18/10 Special Conditions (Parking, Roadway Alignment, Land Use, School Area, etc.): flat; moderate curve shape; no parkinq; dirt shoulders; new road; no existinq devel_opment on either side, Accident Period Analyzed: 3/1/07 - 3/1/10 Number of Accidents (List Total and Each Year): 0 C07-'08 = 0, '08-'09 = 0, '09-'10 = 0~ Number of Speed Related Accidents (Total and Each Year): 0(0; 0; 0) Calculated Accident Rate: 0 acc./m.v.m. Statewide Average Rate: 1.58 Recommendations: Based on the measured critical speed and the existinq conditions of no adiacent development, no conflicting driveway volumes, and low ADT volumes, it is recommended that the speed limit be established at 40 mph. (If future development alters conditions. new surveys may be warranted.) Study Prepared By: Omni-Means Enqineers & Planners Date: 3/25/10 Approved By: Date: Approved Speed Limit: Per CVC 40803, Survey Expires: Roadway Map ~ ~ ° 6 ~~~"~ ~ ~NAl2TBV Lt~ •• W '..__-__ ~ 9 0 0 = z o ~ ~ a ~ N ~~~~~ ~~.~~~ ~~~_~~~ ~~~,, ~ -~~~~~ ~---~ :~ _ MARiINELLt -dSY 6t~-n, Rrnald Rd, and Irdn Horse Pkwy, i~~3~ ~ATE: 3/18/1~ iIME BTART; 8:44am; 4s45p~ TIME END: 9.30a~; 5o15p~ WEATHER: Clear RDAD TYPE. 2 lanes; future mixed-use/T~D ~IREGTION; Both ~FEED tiMIT; ~ot PoSted ~85ERVER~ 0-M CALI~RATIOt~ TE~T; Ye~ S~EE~ FRED~ENCY ACUM d PERCE~TSGE B~EAK~aWN ~~'"..~~~~~ ~~~..w.~~~~~.~ ~~~~'~~~.. t i~.._~___~..ill_~~____..`II.__~~_.._yI,I______~_Ca~_____~__ J~I__°___'.~tut5________~U_~_~__..`~Iy__~_....~_~l(}_~..~~..._~II~I V GJ i '~~L• 1 .i~i i' ~a~l 1 :.J i la~~ 3~' L s i 1: ~' ~ ~' ~ 11 ~ ~T~ ~1 i'~'a.Y+2 ~.~.u .Li ~+„~r i #~$~S~S ..,~ le. 1L~J .'~iJ~a~Y3n_y~.Y 7l7 v_ i: ~ jC (5 ~ ~axzz~.~.xss.t.zzx_'e:aa'.~: , a y, nnlwanc~~`axn •f •~ 7~ •l+' C ~3..; f Y z Zi Y.•=~Y,6 Y .E i#n ~.~~~,..,~~'tr 3~.,.,_#:~~ i~7 ~L 1~ ,3iJ:v i rF~'~jE{*:ltS'~E~'_I~~g'%~'Y]E~i'~jE$rF~jXiFIF JJ Sr '1naJ Fa~~T~~.lvntYi~i'~'fa.~'i'sj'r"~'~~7:4"i"G'~'~n$Y{:E?~:A'~A.'i-CYY,1tS~ .i4 ~J `F~i~O iF'Ef'i'~ExK~'jd'3'd'~~g§~~Filxw~''e5~,f'ax'~4f~'L'yen.'~A'+~,€S?~~kl£i :JJ J ~ieJ is~i3v)dn'~.~{'Y'~?."a+.~'#'ZY~.F~'h~'~'S;nta.14'vnh'~~iV'~~'~.'x!'~~~.~'~'~y~};s4~'~j'i~'~' ilQ !1! ~S.~~V I#~~'n~'~y'n'~'~~~'C~"8''.S~iS~'~.~'~?~~~~~~kf'55~.4.~~~j~$$rA'~~'~~F~~'1"F~'E'`~'T"~:Z'~~:i3yt} "1'] ~1( I L~ '(? ii'~~ . . . r rv ~" i~ jiXY.C "~{~~YE 1~." *'~"" E~ r~ v£~~.~.anYt=Y+1.~ S xY Y~v~~ 7 !XSYnJ~'~'•~•~'wnaun~23'r...~,xwrx...yn~'F'?j^n~T~B~~rza~'~.Fi~n..il.. ajxr.a.. ~~' ~ 1RaT.T.~,j3f{'n5t „~ JL iti ~`~ ~} 1 V~ 's~~z~;x4'r~°t:i~3s$.~i :$: .E,znx~FSo-k i$$x sR$: t$~a :~~~i$r'iaC}Yax ?Ef~'~~J ~#$~~Sx t:. ~ tl:. y... 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"~ ~J _ ~~j(~ Il ~,'j'',tn~'j'4~i{f4y'1t~f'~'ltJF'L~Xi'~'~"~~'~~i~'~..'9:?jl~t,k'~',{2..L~Y~.a6~'~%'~~''~j~3ni~~'.~+TnJ'Y3Y:1Ciytt^a'~6J'JI':EaF3~.~T.,'~i}.;Y~~".'~1~i3.~'.~.'S~f'kyl.JA"~'S'~'~~~~~'y~r%~.'~.~{'~ _ -- _ _ _ _.-- ° -------°-- ------`-t)-------- ~ 1~---- ----~1? --------:iti--------~f,1-°----- :;(1---- -- --v;J-------- f ~7 - __ _ _ _ --~~}"----- •-r~ ~ -------: t}[} ~!''~ AVERAGE SPEED = 35 PACE s 29 - 39 SAMPLE VARI~NCE = 12.09045 SO~h P~RCENTILE = 34~~ ~ IN PACE = 71,5 9TAND~RU OEVIATION = 4~100Q4~ 9Bth PERCENTILE ~ 89.2 VEHICLES YN F~CE ~ S~3 RAN~E 1~9 = 65 ~Oth PERCENiILE a+10~6 RAN6e 2~rS = J5 95tN PERCENTILE ~ 4Z,6 RAN~E 3~5 = 140 ~~~~~_ ~~°~~~ ~~~°~°~.-~~- ~~~ ~ -~~~~~ ~-~-~ a MARiINEIIi '~AY 6twn~ Arrotd Rd, and Iron H~rs~ Pkay, 1~~~ 33 DAtE: 3/i5/10 TIPIE START; Ss00aw; 4;45pm TIME ENp. 9:3Qa~; 6:l5Q~ WEATHER: Clear ROAD TYPE; 2 lane5; future aixed-use/TOD ~Y~ECT10~t W~ ~PE€D LIh1Ifi~ Nat Ra~t~~ 085ERUERs 9-M ~~LidRATt~~ i€5Ts Y~~ 5PEED fRE9UENCY AC4JM X PERC€NTAGE 9REAKDDWI~ ------------------------ ° -- ... `t:~ ~L3'_.._....__Ly~~ .. .. - . !~--------i.i--------~:~ ., p,~_~d__~__ ' ';;_____-_-~ ------?CR , i..__---- .i,__-_----' ~--------,.. 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RO~~i . • • _ Y-t~ rY._'i~hII~ 'd Y x ~ i~'.5'~51t'i'~'r£~'~'a~"~~$w~.'~i~b'X'~F~~~'S'rt.3v'.x.R'~'YC~.~I'f6'~'$~~n~'~~~~~'~4.~3'°%8~~z~°~n'J:e...W'F..r.cl..'.{nasline'~i'~nng'}'~~n '~'~n~' ~'~i'~~'J~'~.'S '}~ t [1JIZ~la j'~4'~[i5~'gn~A'y'~i~'~'3~E"~'?'~'~~',$aS'L~gt~'~ajur.'n'~'~'ytz:zfiy-#anj~~$~~Ej~~s~~$~$~p~*~$,~j~:$$~?~s°:$xJi'~F1~L~E~~~~le~'k$~)z'gxca~nNt'K%+ _______________`__'_________ n-~ .1n;: r ' C '^ 7'_.._.._._..._ __._°___' . (~_____~__~(~_..______~{;________~~~________,a7(t_"__°___}~________yi.!______.__.ll ~{I- ~U-°._-_".- :v''; i 4~~ AVERA~E SPEE~ r 36.6 PACE u 31 ° 4Q SAMPLE VARIANGE ~ 21~448~37 5Qtl~ PERCENTILE ~ 36~2 y, IN P~CE = 69 STANQARD ~EVI~TI~N = 4~fi347fi4 ~3th PE~CENTILE ~~1~2 U~HIGLE9 1N PRCE ~ 69 RANC~E f~5 =~~ ~Otlt PERCENTILE a 42.3 RA~6E 2t8 = 9$ 95th PERCENTILE = 43,5 RAN6E 3~9 = 140 ~~~~~~ ~~~~~ ~~~~~~~ ~s~~ ~ -~~~a~~ ~-r~ ~ MARTINElLI WAY b#an. Arnald Rd, and Iron Har~e Pkwy, AAT~s 3/iS/iG 6t~ECT10~o E9 /~ ~ ~3 TItIE ~TARTe 8a00am; 4~4~ pa TIME EP1A~ 9;30a~; ~ci5 pm WEATHER~ Clear RDAD TYPE: Z Idflp5i 4uture ~ixed-uee/TOD SRE€~ LI(~Ii; N~t Poot~d ~~~E~V€~~ 0-M CA~IBRATIG~ TE~T~ Y~~ 9PE~D €REaUENCY ACUM x PERCENTA6E BRE~KDAWN ----------------------------n--------1~?--------Z~?--------.=U--------4~--------5r--------~~t--------7+."~--------8~--__----~~)-------,~tt: iJ S laV !# E'2 l~ ~ , ~ ~ a . iJ i ~.Q ~#~' ~• L~` ~ J. L% F n:ix il L Je~i ~R;'~'F~ i4 '3 ~i~ i~'~'i~rv~E'~$n ~9 ~ 1?.Q ~~~~~5~t~~i~~z~g5~~ .{i) fii i~x~} ~$'~~^~,~~t~~~i~~~*~~k~1~~L~?~#j~r2 JS t1 ilO~[f i~"Fy'~~aA'~'~'~`~'~'~'7Y'i~'~'i~'~ai1i'nnl~vYn'if~ej'~~'X"~'a~ti 32 10 ~b.{~ 1~~~~5~f~~1:~~~5~€~tz~~~~,g~~~3~~~~5~~:~~~~~a~t;~s ~3 IQ 56,~} ;~~~~;~s~~~~~*~S~~~t~~~~~g~**±~^,~~~~S~~~R~;xs=~5{~~~•'.«~•~~;,n ~4 7 53.t~ :}~~~5~}~~it~~~4*~~;,.~~x~r~=P~~€n~~=~=~a~=x~~~~~r~~~~~~~€~~x~~~.~ ilv ~ Df7s11 ~~'43Y~.~2.'+rryy3S.5Yri,T'ua.SiyX'~'~'~y'~rg.'~1'~1~~d~iR~,~j'~'TA'~"~t}3R~i'r['~i~~."YC~~'J'~~'i'~~j'}'i'~'~'(~iA'k:Cn.~'i'E' .~2t~i ~r i*~.~ i$'~u'kJg€{~j$9'~'~,=yK:~$i$$~'~,~j$~~~°sv~~~~j,~$g;~$$'~~5$n~~J'~$e~kj$~$a~j~x'~aJe~§n7~kA~ Ji ~ lU~t~ IS.YnY'~:L'~'.li'.Y#j~'E1~.Yi~nTn-L,AS~'.iynxPi'='jTE'~i')'~~J~,'~'KY~~'~'~~~~~F'{yCjKF~'R~~'~~~pf3R8~'~~'4'd'(3~°3~$:~ ~O ? C~'t.E} j$~$$J'~t$t5t:~~Jt..3(a~~°3~~i$,~;~}#3;}z~'~#~3=:it:`X~xj$$$s~j$:~'Y~j~s$x~f~':$.~~$"xf4~k~~~~~:~°s~,~j~ .~j 7 ~~.t~ i$~r~~r~~'S~~~F~R$~#8:t~6n;$;`Jfi~~'k~~?Yx~#~]$x~#'t$3#~~j~$~~~#n?~GA~~.~#~$#jff~#§ls:a:~#~ky~r~jz:~4$,~j~Ye~7z:"s~ 'TJ ~ ~3`s~.~ i~~E~~j~~~KliciRaya~%$~i~C§3i~i~#$S,~~i3~$~kj3~Ciityt$$~,~j$$'~F,~7$~~3~~~:~ii~$~t~~'E.Y1i:$$$5~4A~~x$#$,~7~$~7F~#~iY#~$ `+1 t ~lUvV ti3#:tjt~x2~~~~'#k~jt~#e~$~'n$ja#=i.'~#$#:~~~C~$~i~%#'#~$j~##Y,~ji~~s$~#s.~'afj~lE~~1F$,~j~"a$'$l2~~"~nJ#~§'~~R$#~k5~'§~a''3$.~~.~a,~j*w} Y_' ~ ~ i_._ ~••-"-~ sLi LY.Y• -z .• • 4'Y K Y' S73 Ki~Y p Y Y .':x•.v~$}~1;$~:~.a:;tur..,L.,r~.~x.~$jtnR~yztaiyi:~n~a;tri~a~rz~k~j~k$~[.~$$ rn~.. >~~~p'~~~#~$ $s~#.,~$5~$$ Y~F J ~`~S~ ~~n~'S~'unan'Y'ynn~Aj"r.$''afi=a:nS.Cj###'~~~"3~xj1[~~~#~##$$~j$$!F$]f#~~,~~Fa'S~A'[in~IF~I'jygSY~'jn'X'~iE{~.y~'~}S}Q'~n~'~eYiFT'~J~'aa'f,j~TST# 4''.~ t7 ~u,~ is=~3~j•nt$#j~$$#j~}a3L~~$c$~~4~2-w$.Y~i.~jfz.°y:.~~~i~$#$'±~$~$4~j~$~s~j$~~$j~a;$]#$~~~$$.~~?#~6~5~~~~9~r~F?+~S~E~~ ~~ ~(yl (} {} ~3~b 1 E py re C..vn_vty..~v, L~X Y~Y~YS=Y.S:Y.B~{ C y {.~,yr~`{,[ Y~ 3Y'.LiTYi~:i 4n ~. F.~, ~.{j r .,~j, i~~. '~~i[~# a~'~#~ ~_$n 3[ii..'~~...'~av:.7uayjnnw= E~'%a'~~"~'~'~iJ~t~'..'~.'jS:....p~l.'n ~ejnanar n x~'~'yi'~u7u.~'av~1~'d~ ..~:{"'~1'X':'..... ~o ? !Ot?.~ ~~~x~5~r~?~~;~~:~;n~:~~~~~~~5~~~~•,~~~~;3=+~:~=s~a;~x~~:~~~~~5x~~kn~x~z5~~~~7~~~~j$~g~~~~~~5~~~~3~x~~5u~~~4 ~--------------------------- n--------f~?--------;!~°_------3~°-------~r~--------:c}--------6,?--------?,~--------~~~--------9~?-------144 , !~~ AVERA~E SPEE9 = 33.4 PACE ~ 29 - 3~ 5AMP1.E VARIANCE = 19.29233 54~N PERCEMTILE = 32~4 X IN PRCE = 71 9TAtdDARD DEVIAitO~ = 4a~76977 95th PERGENTILE g 37,8 VENICLE9 IN PACE a T7 RANGE 1~8 s 61 94~h PERCENTILE = 3@~5 RAN~E 2+~5 = 57 85th PERCENTILE ~ 3~~fi RAN6E 3+5 = iaa /~ 3~ ~ MOTOR VEHICLE SPEED WORKSHEET Road: Martinelli Way Date: 3/15/10 Location: between Amold Rd. 8~ Iron Horse Pkwy. Time: 8:00-9:30 am, 4:45-6:15 pm Project: Speed Limit Study, Dublin, CA Weather: Clear Road Type: no posted speed limit; 1 lane each way with median; mid-block turn lanes (unstriped); flat; slight curvature; no narkina: dirt shoulders: undevelooed (future mixed-usel: accesses BART aaraae & apartments to west. Direction: EASTBOUND Direction: WESTBOUND # Vehs. # Vehs. MP #Vehicles 5 10 15 20 25 Vehicles 5 10 15 20 25 E.B. W.B. E ~ ~ ~ 1 ~ ~ ~ 0 0 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 63 ; ; ; ; ; ; ; ; 0 0 62 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 61 ; ; ; ; ; ~ ~ ~ 0 0 60 ~ ~ ~ ~ ~ ~ ~ ' 0 0 59 ~ ~ ~ ~ I ~ ~ ~ 0 0 58 ; ; ; ; ; ; ; ; 0 0 57 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 56 i i i i i i i i 0 0 55 ; ; ; ; ; ; ; ; 0 0 rj4 ; ; ; ; i i i i 0 0 53 ; ; ; ; ~ ~ ~ ~ 0 0 52 ~ ~ ~ ~ ' ; ; ' 0 0 51 1 i 1 ~ ~ 1 ~ ~ 0 0 50 ; ; ; ; ; ; ; ; 0 0 49 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 48 ~ i i i i i i i D 0 47 i i i i `~ "~' i i i i 0 2 46 ~T i 7 i i ~SI i ~ i ~ 1 1 45 1 i i i i i~: i i i i 1 1 44 i i i ~ ';~ ~= i ~ i i 0 2 43 ~ ~ ~ ~ -~ ~ ~1 ~. ;ry. ~n~: ~ ~ ~ 0 6 42 ; ; ; ; 1 ; ~ ~ ; 0 4 41 ~' ". 1;; i i i i ~: .s 1 1 :~ i i i i 2 4 40 ~1; ;, 1 :"~? i i i i ~; :f ~' 3 :"1?i i i i 3 5 39 ;4 , ~. 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Date Taken: 3/23,27,30/09 Posted Speed: Not Posted Pace Speed: 26-35 mph % in Pace, Above, Below 81; 15; 4 Critical Speed (85%) 35.0 mph Range of Speeds 24-43 mph Width (ft.): 50'-84' No. of Lanes (Both Directions): 2-4 (1-2 each with median) Average Daily Traffic: 1,937 Date Taken: 4/1-2/09 Special Conditions (Parking, Roadway Alignment, Land Use, School Area, etc.): flat; straiqht; no parkinq~ no existinq development on either side, but drivewavs constructed; new road - no Accident Period Analyzed: 3/1 /07 - 3/1 /10 Number of Accidents (List Total and Each Year): 1('07-'08 = 0, '08-'09 = 1, '09-'10 = 0) Number of Speed Related Accidents (Total and Each Year): 1(0; 1; 0) Calculated Accident Rate: 1.68 acc./m.v.m. Statewide Average Rate: 1.78 -1.83 SURUEY RESULTS = Recommendations: Based on the measured critical speed and the existinq conditions of no adiacent development, Roadway Map no conflictinq drivewaY volumes, and low ADT volumes, it is recommended that the speed limit be established at 35 mph. ~If future development alters the conditions, new surveys DUBLIN s~rro. Study Prepared By: Omni-Means Enqineers & Planners Date: 3/25/10 Approved By: Date: Approved Speed Limit: Per CVC 40803, Survey Expires: ~ ; . ~ s~ s Oi 1 zi ALTAMRAND * N ATTACHMENT e ~~ ~ 33 Fi~P~1L[ ~D. h~~an. G~_61ir~ aly~. ar~ Ri~3~niYa(iG 1A~E~ 3/23 ~7 3C%/~3 ~t~E STAF;i: Vario~!s iI"~~ E4~~~ '~ariaus 4iFRT~iE~: Cleat ku~;u T`!PE: ~-~? id0°5j ~u.zire ~ized-usel~fi~ t~IFEC;i~rti. B~~tf; 5i~f~~ Li"i~. PYUt Post~~ ~53Er;rER~ ~J-N C~;GIBr:nTiGi~ TE51'. 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Time: 7:30-8:30am, 3:00-4:OOpm, 7:45-8:45am Project: Speed Limit Study, Dublin Weather: Clear Road Type: no posted speed limit; 1-2 lanes each way with median; added turn lanes at Dublin Blvd.; flat; straight; nn n~rlrinn' I InfIPVPIl111PfI IfI1tI1~P. 111IYP.fI-IISP.~' SPNP.S 9S aCCBSS tO BART CIa~aQ@ - r _""" Direction: SOUTHBOUND _ ' Direction: NORTHBOUND # Vehs. # Vehs. MP #Vehicles 5 10 15 20 25 #Vehicles 5 10 15 20 25 S.B. 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'~,~i~ ., ;'I 4' ~ ~ 9 14 27 .1, ; ° ~ ~~ ~ " ' . . ~~ ~ ~ ~ 9, ;~ ~. ~~ ~1;~ ~. ~. ~.1 i i ~ 8 8 26 1- c ~ 1" f:~.~ i i i ~1, ':: •~1~ ~~ ' ;~3~: ":~1: i i i 6 7 25 ,1r i i i i ~-j : : ~F ,~~ i i i 1 5 24 :'~'i i i i i ~: I i i i 1 1 23 ~ ~ i i i ~ i ~ i ~ i i i ~ i i 0 0 22 i i i i i i i i 0 0 21 i i i i i i i i 0 0 20 i i i i i i i i 0 Q 19 ~ ~ ~ ~ ~ i ~ ~ 0 0 18 ~ i i i i ~ i i 0 0 17 i i i i i i i i ~ 0 16 ~ ~ ~ ~ ~ ~ ~ ~ 0 0 15 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 14 i i i i i i i i 0 0 13 i i i i i i i i 0 0 12 ~ i i i i i i i Q Q i i i i i i i i 0 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 i i i i i i i i 2, 3, 4, 5=# truck axles T= Trailer B= Bus M= Motorcycle ~ ~uu~ ~uu~ ~/~~~~ ORDINANCE NO. -10 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DUBLIN ****~*~,~~ AMENDING THE DUBLIN TRAFFIC CODE TO ESTABLISH A NEW SPEED LIMIT ON CERTAIN PORTIONS OF AMADOR VALLEY BOULEVARD (VILLAGE PARKWAY TO STAGECOACH ROAD), MARTINELLI WAY (IRON HORSE PARKWAY TO HACIENDA DRIVE), AND ARNOLD ROAD (DUBLIN BOULEVARD TO ALTAMIRANO ROAD) The City Council of the City of Dublin does hereby ordain as follows: Section l: The following language shall be deleted from Section 6.60.010 (Twenty-Five Miles per Hour) of the City of Dublin Traffic Code: "Amador Valley Boulevard: 200 feet east of Village Parkway to 200 feet east of Stagecoach Road." Section 2: The following language shall be added to Section 6.60.020 (Thirty Miles per Hour) of the City of Dublin Traffic Code: "Amador Valley Boulevard: Village Parkway to Stagecoach Road." Section 3: The following language shall be added to Section 6.60.040 (Forty Miles per Hour) of the City of Dublin Traffic Code: "Martinelli Way: Iron Horse Parkway to Hacienda Drive." Section 4: The following language shall be added to Section 6.60.030 (Thirty-Five Miles per Hour) of the City of Dublin Traffic Code: "Arnold Road: Dublin Boulevard to Altamirano Road." Section 5: The following language shall be deleted from Section 6.60.030 (Thirty-Five Miles per Hour) of the City of Dublin Traffic Code: "Amador Valley Boulevard: 200 feet west of Stagecoach Road to Dougherty Road. " Section 6: The following language shall be added to Section 6.60.030 (Thirty-Five Miles per Hour) of the City of Dublin Traffic Code: "Amador Valley Boulevard: Stagecoach Road to Dougherry Road. " Page 1 ATTACHMENT ~ ~ ~ ~~ Section 7. Severability. The provisions of this Ordinance are severable and if any provision, clause, sentence, word or part thereof is held illegal, invalid, unconstitutional, or inapplicable to any person or circumstances, such illegality, invalidity, unconstitutionality, or inapplicability shall not affect or impair any of the remaining provisions, clauses, sentences, sections, words or parts thereof of the ordinance or their applicability to other persons or circumstances. Section 8. Effective Date. This Ordinance shall take effect and be enforced thirty (30) days following its adoption. Section 9. Posting. The City Clerk of the City of Dublin shall cause this Ordinance to be posted in at least three (3) public places in the City of Dublin in accordance with Section 36933 of the Government Code of the State of California. PASSED, APPROVED AND ADOPTED this 1 St day of June, 2010. AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk G:\TRANSPORTATION~L,ocal Traffic\Speed Limits\ordinance_AVB_Martinelli Arnold speed limit_051810.doc Page 2 ~~ ~ .33 CZTY OF DUBLZN Public Works Department City Offices, 100 Civic Plaza, Dublin California 94568 PUBLIC HEARING NOTICE The City of Dublin is writing to inform you that we will be holding a public hearing that might be of interest to you. The City Council will be considering a change to the posted speed limit on Amador Valley Boulevard based on the results of a recently completed Engineering & Traffic Survey. The California Vehicle Code provides very specific direction on how speed limits are legally established. In order for Dublin Police Services to enforce a posted speed limit using radar, the posted speed limit must be established following these specific rules and is based on actual speed surveys conducted on the roadway. Because these surveys expire every 10 years, periodic re-evaluation occurs. City of Dublin staff has completed a new survey for Amador Valley Boulevard between Village Parkway and Stagecoach Road. The posted speed limit on this roadway segment is currently 25 mph. The results of the survey support an increase of the posted speed limit to 30 mph. The public hearing will take place on Tuesday, May 18, 2010, starting at 7:00 p.m. in the City Council Chambers at 100 Civic Plaza in Dublin. Members of the public are encouraged to attend and participate in the public hearing. Comments may also be submitted in writing by 5:00 p.m. on Monday, May 17, 2010, at jaimee.bourgeois _ci.dublin.ca.us, or to: Jaimee Bourgeois, City Traffic Engineer City of Dublin Public Works Department 100 Civic Plaza Dublin, Ca 94568 Should you have any questions in advance of the meeting, please contact Jaimee Bourgeois at (925) 833-6630. G:\TRANSPORTATION\Local Traffic\Speed Limits\notice_AVB speed limit_042810.doc TTACHMENT g A _ 0~..0 a"~ 33 b Resident Resident Resident 6984 Amador Valley Bivd 6996 Amador Valley Blvd 7008 Amador Valley Bivd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7197 Village Parkway, #A 7197 Village Parkway, #B 7197 Village Parkway, #C Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Resident 7197 Village Parkway, #D 7197 Village Parkway, #E 7138 Stagecoach Road Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7197 Amador Valley Blvd 7185 Amador Valley Blvd 7173 Amador Valley Bivd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7161 Amador Valley Blvd 7149 Amador Valley Blvd 7137 Amador Valley Blvd Dubiin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7125 Amador Valiey Blvd 7113 Amador Valley Blvd 7101 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dubiin CA 94568 Resident Resident Resident 7089 Amador Valley Blvd 7077 Amador Valley Bivd 7065 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7053 Amador Valley Bivd 7041 Amador Valley Blvd 7029 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7017 Amador Valley Blvd 7005 Amador Valley Bivd 7016 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7028 Amador Valley Blvd 7040 Amador Valley Bivd 7(l~i') 4m~rJnr \/~Ilo~i Rhir! Dublin CA 94568 Dublin CA 94568 ATTACHMENT ti a~~~ .~~ Resident Resident Resident 7088 Amador Valley Blvd 7100 Amador Valley Blvd 7112 Amador Valley Bivd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7124 Amador Valley Blvd 7136 Amador Valley Blvd 7142 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 7148 Amador Valiey Blvd 7160 Amador Valley Blvd 7172 Amador Valiey Bivd Dublin CA 94568 Dublin CA 94568 Dubiin CA 94568 Resident Resident Resident 6987 Amador Valley Bivd 6969 Amador Valley Blvd 6957 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6945 Amador Valley Blvd 6933 Amador Vailey Blvd 6921 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6909 Amador Valley Blvd 6897 Amador Valley Blvd 6885 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6873 Amador Valley Blvd 6861 Amador Valley Blvd 6849 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6837 Amador Valley Blvd 6825 Amador Valley Blvd 6813 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6801 Amador Valley Blvd 6789 Amador Valley Blvd 6777 Amador Valley Blvd Dub-in CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6766 Amador Valley Blvd 6778 Amador Valley Blvd 6790 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 a~G~.~3 Resident Resident Resident 6802 Amador Valley Blvd 6814 Amador Valley Bivd 6824 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6830 Amador Valley Blvd 6836 Amador Valley Blvd 6848 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6860 Amador Valley Blvd 6872 Amador Valley Blvd 6884 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6896 Amador Valley Blvd 6908 Amador Valley Blvd 6922 Amador Valley Bivd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6934 Amador Valley Blvd 6946 Amador Valley Blvd 6958 Amador Valley Blvd Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6960 Amador Valley Blvd 6972 Amador Valley Blvd 6607 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6504 Amador Valley B~vd. 6541 Pioneer Lane 6570 Amador Valley Blvd. Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6510 Amador Valley Blvd. 6547 Pioneer Lane 6576 Amador Valley Bld. Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6515 Amador Valley Blvd. 6553 Pioneer Lane 6582 Amador Valley Blvd. Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6522 Amador Valley Blvd. 6559 Pioneer Lane 6588 Amador Valley Blvd. Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 G~ / ~ ~~ Resident Resident Resident 6528 Amador Valley Blvd. 6564 Amador Valley Blvd. 6601 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6613 Pioneer Lane 6536 Pioneer Lane 6560 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6619 Pioneer Lane 6542 Pioneer Lane 6566 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6625 Pioneer Lane 6548 Pioneer Lane 6572 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6631 Pioneer Lane 6554 Pioneer Lane 6578 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6584 Pioneer Lane 6602 Pioneer Lane 6614 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6590 Pioneer Lane 6608 Pioneer Lane 6620 Pioneer Lane Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6626 Pioneer Lane 6632 Pioneer Lane 6640 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6537 Conestoga Ln 6561 Conestoga Ln 7043 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6543 Conestoga Ln 6567 Conestoga Ln 7041 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 ~~ ~~ 33 Resident Resident Resident 6549 Conestoga Ln 6573 Conestoga Ln 6603 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6555 Conestoga Ln 7045 Conestoga Ln 6609 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6615 Conestoga Ln 6520 Conestoga Ln 6544 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6621 Conestoga Ln 6526 Conestoga Ln 6550 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6627 Conestoga Ln 6532 Conestoga Ln 6556 Conestoga Ln Dublin CA 94568 Dubiin CA 94568 Dublin CA 94568 Resident Resident Resident 6518 Conestoga Ln 6538 Conestoga Ln 6562 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6568 Conestoga Ln 6586 Conestoga Ln 6604 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6574 Conestoga Ln 6592 Conestoga Ln 6610 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Resident 6580 Conestoga Ln 6598 Conestoga Ln 6616 Conestoga Ln Dublin CA 94568 Dub~in CA 94568 Dublin CA 94568 Resident Resident Resident 6622 Conestoga Ln 6628 Conestoga Ln 6634 Conestoga Ln Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 ~I ~~ ~~ Resident Resident Resident 7126 York Drive 7096 Ann Arbor Way 7095 Ann Arbor Way Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Resident Resident Business Owner/Occupant 7182 Burton Street 6981 Amador Valley Blvd 7249 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7281 Village Parkway 7293 Village Parkway 7297 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7301 Village Parkway 7303 Village Parkway 7305 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7311 Village Parkway 7323 Village Parkway 7335 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7355 Village Parkway 7367 Village Parkway 7373 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7395 Village Parkway 7387 Village Parkway 7413 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7425 Village Parkway 7437 Village Parkway 7293 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7447 Village Parkway 7451 Village Parkway 7458 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7463 Village Parkway 7465 Village Parkway 7467 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 ~~ ~~ .~3 Business Owner/Occupant 7479 Viltage Parkway Dublin CA 94568 Business Owner/Occupant 7471 Village Parkway Dublin CA 94568 Business Owner/Occupant 7473 Village Parkway Dublin CA 94568 Business Owner/Occupant Business Owner/Occupant Business Owner/Occupant 7475 Village Parkway 7477 Village Parkway 7265 Village Parkway Dublin CA 94568 Dublin CA 94568 Dublin CA 94568 Page 1 of 1 Jaimee Bourgeois 33 3 From: Roger Sherwin [rogersherwin@yahoo.com] Sent: Thursday, May 06, 2010 10:37 AM To: Jaimee Bourgeois Subject: Amador Valley Blvd speed limit Greetings, I understand that the City of Dublin will be considering a change in speed limit along Amador Valley Boulevard. From my experience driving this stretch of the boulevard, a speed limit of 30 MPH seems to make sense. I would like the city to consider assigning the 30 MPH speed limit along the entire length of Amador Valley Boulevard. As drivers head eastward on Amador Valley past Stagecoach, they are first presented with a 35 MPH speed limit. Immediately behind that 35 MPH sign is a very large yellow diamond warning of driveways and cautioning drivers to proceed at 25 MPH. These two signs seem contradictory and confusing. Also, since the dog park opened a few years ago, distracted drivers have caused several rear-ender accidents in the same block. One block further east is the pedestrian trail crossing at Alamo creek with it's own warning signs. While drivers are currently allowed to drive 35 MPH in this stretch of roadway, there are many signs suggesting that they drive slower than that. A 30 MPH speed limit along the entire length of Amador Valley Boulevard would offer consistency and be less confusing for drivers. Thank you for considering my request. Roger Sherwin 6504 Amador Valley Blvd Dublin CA 94568 925 875 1705 ATTACHMENT ~~ 5/6/2010