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CC 2015-06-23_08j Award Contract 2015 Street Resurfacing pRR0le0 INCORPORATED 92 U MEMORANDUM * JULY 10, 1811 P F0 TO: CITY COUNCIL FROM: GEOFF ENGLISH, PUBLIC WORKS DIRECTOR BY: MIKE LINN, CAPITAL PROJECTS ENGINEER SUBJECT: CONSIDERATION OF AN AWARD OF CONTRACT TO AMERICAN ASPHALT SOUTH, INC. FOR CONSTRUCTION OF THE 2015 STREET RESURFACING PROJECT, PW 2015-07; AND ADOPTION OF A RESOLUTION ESTABLISHING THE SPEED LIMIT ON FAIR OAKS AVENUE FROM VALLEY ROAD TO ORCHARD STREET DATE: JUNE 23, 2015 RECOMMENDATION: It is recommended the City Council: 1. Award a contract for the 2015 Street Resurfacing Project to American Asphalt South, Inc. in the amount of$239,817.90; 2. Authorize the Interim City Manager to approve change orders for 10% of the contract amount, $23,982.00 for unanticipated costs during the construction phase of the project (total construction costs = $239,817.90 + $23,982.00 = $263,799.90); 3. Approve plans to revise roadway striping and marking configurations on Fair Oaks Avenue, between Valley Road and Orchard Street, to incorporate bicycle lanes; 4. Adopt a Resolution to lower the posted speed limit on Fair Oaks Avenue, between Valley Road and Orchard Street, from 40 MPH to 35 MPH to enable the placement of bicycle "Sharrows"; and 5. Direct the City Clerk to file a Notice of Exemption. IMPACT ON FINANCIAL AND PERSONNEL RESOURCES: The Pavement Management Program Project Fund will adequately support both the 2015 Street Repair Project and the 2015 Street Resurfacing Project. A balance of $13,400 is remaining in the Downtown Parking Fund for the improvements to the Car Corral. In the event that additional moneys are available following the completion and cost compilations for the projects, staff may propose performing an additional slurry seal project. Item 8J. - Page 1 CITY COUNCIL CONSIDERATION OF AN AWARD OF CONTRACT TO AMERICAN ASPHALT SOUTH, INC. FOR CONSTRUCTION OF THE 2015 STREET RESURFACING PROJECT PW 2015-07; AND ADOPTION OF A RESOLUTION ESTABLISHING THE SPEED LIMIT ON FAIR OAKS AVENUE FROM VALLEY ROAD TO ORCHARD STREET JUNE 23, 2015 PAGE 2 REVENUE Pavement Management Fund FY 2015/16 $875,000 FY 2014/15 Carry Over $150,000 Car Corral $13,400 $1,038,400 EXPENDITURES 2015 Street Repairs - PW 2015-06 $577,132 2015 Street Resurfacing - PW 2015-02 $263,780 $840,912 Projected Balance $197,488 BACKGROUND: The scope of work involves the maintenance application of a Type II slurry seal over designated streets. Since the membrane applications completely cover the roadway, striping and pavement markings will also be performed. Staff developed the project scope of work to correspond with the recommendations of the Pavement Management Master Plan adopted by Council in September 2010. Street improvements were identified as the City's highest priority unfunded need when the Local Sales Tax measure was approved in 2006. Since then, the City has made significant progress in addressing the worst streets in the City. The City has established a goal of improving all streets to a satisfactory condition on a 7-year cycle. The Pavement Management Plan schedules maintenance for City streets on a seven year basis. Staff evaluates each street as part of the yearly schedules to determine whether revisions are warranted to the striping configurations. This is especially important as the City has implemented a practice to place thermoplastic markings in lieu of paint. Painted markings in the City required a yearly reapplication whereas thermoplastic pavement markings last for many years. Unfortunately, the relative permanence of the thermoplastic makes it more difficult to make changes once it has been applied to the roadway surface. Hence, it is critical that any changes to the striping configuration are considered and determined prior to the placement of the resurfacing. On April 20, 2015, the Traffic Commission advised acceptance of staff's recommendations to revise the striping and pavement marking configuration along Fair Oaks Avenue, between Valley Road and Orchard Street, to enable the installation of bike lanes in each direction. The recommended revisions include the following: • narrow the width of the 11' vehicle lanes between Valley Road to California Street to 10' to enable the installation of 5' bike lane in the each direction, • install "Sharrow" bike symbols for the westbound direction of Fair Oaks, between Valley Road and Orchard Street, as there is inadequate width to support bike lanes on each side of the roadway, • paint the eastbound bike lane green in front of the Arroyo Grande High School driveways to visually alert drivers to the potential presence of bicyclists. Item 8.j. - Page 2 CITY COUNCIL CONSIDERATION OF AN AWARD OF CONTRACT TO AMERICAN ASPHALT SOUTH, INC. FOR CONSTRUCTION OF THE 2015 STREET RESURFACING PROJECT PW 2015-07; AND ADOPTION OF A RESOLUTION ESTABLISHING THE SPEED LIMIT ON FAIR OAKS AVENUE FROM VALLEY ROAD TO ORCHARD STREET JUNE 23, 2015 PAGE 3 Staff incorporated the Fair Oaks Avenue recommendations into the project bid documents. "Sharrows" is the industry accepted name for "shared lane bicycle marking". This pavement marking is composed of a bicycle symbol and two white chevrons and is used on roadways where inadequate width exists for a standard bicycle lane. "Sharrows" reminds motorists that bicyclists are permitted to use the full lane. Previously, on March 23, 2015, the Traffic Commission acknowledged the regulatory requirements specifically state that "Sharrows" cannot be placed on roadways where the posted speed limit exceeds 35 MPH. ANALYSIS OF ISSUES: It is important to emphasize again the general pavement management strategy that the City has been pursuing since the Local Sales Tax measure was approved. It includes an effort to concurrently improve some of the worst streets each year, while also providing maintenance to those streets that are in good condition. This sometimes results in confusion by the public when they see streets improved, while there are others in worse condition. However, since street reconstruction work is so expensive, the City would fall further behind each year if all the funds were invested in those projects. Under the current strategy, more streets are brought up to good condition each year, while preventative maintenance is provided to those in good condition to avoid more expensive treatments in the future. On June 11, 2015, two bids were opened for the 2015 Street Resurfacing Project. The lowest bid, from American Asphalt South, Inc. was in the amount of $239,817.90. The project scope of work is as follows: Schedule B—Miller Way/Circle and Lepoint Street From To Street Type SF Treatment Miller Circle Miller Way End of Cul-de-Sac Residential 6,264 Micro Surfacing Miller Way Le Point Street End of Street Residential 77,616 Micro Surfacing Le Point Street Nevada Street N. Mason Street Residential 39,450 Slurry Seal Item 8.j. - Page 3 i CITY COUNCIL CONSIDERATION OF AN AWARD OF CONTRACT TO AMERICAN ASPHALT SOUTH, INC. FOR CONSTRUCTION OF THE 2015 STREET RESURFACING PROJECT PW 2015-07; AND ADOPTION OF A RESOLUTION ESTABLISHING THE SPEED LIMIT ON FAIR OAKS AVENUE FROM VALLEY ROAD TO ORCHARD STREET JUNE 23, 2015 PAGE 4 Schedule C—North Alpine Area Street From To Street Type SF Treatment Alpine Street(N) East Grand Ave Faeh Ave Residential 41,120 Slurry Seal Bell Street Feah Bennett Ave Residential 12,160 Slurry Seal Bell Street Bennett Ave Cornwall Residential 12,160 Slurry Seal Bell Street Cornwall Ave E.Grand Residential 12,160 Slurry Seal Bennett Ave Halcyon Road El Camino Real Residential 44,000 Slurry Seal Cornwall Ave N. Rena Street El Camino Real Residential 62,440 Slurry Seal Faeh Ave Halcyon Road N.Alpine Residential 9,500 Slurry Seal Faeh Ave N.Apline El Camino Real Residential 14,440 Slurry Seal Oak Street East Grand Ave El Camino Real Residential 13,320 Slurry Seal Rena Street(N) East Grand Ave Bennett Ave Residential 15,600 Slurry Seal Schedule D—Fair Oaks Avenue Street From To Street Type SF Treatment Fair Oaks Avenue Woodland Drive Valley Road Arterial 156,000 Micro Surfacing Fair Oaks Avenue Valley Road Orchard Road Arterial 129,840 Micro Surfacing Fair Oaks Avenue Orchard Road Traffic Way Arterial 35,880 Micro Surfacing Schedule E—Car Corral Parking Lot 78,000 Slurry Seal Schedule F—Corporation Yard Parking Lot 18,000 Slurry Seal Schedule G—Corbett Canyon Road Street From To Street Type SF Treatment Corbett Canyon Road Route 227 City Limit Arterial 47,160 Micro Surfacing Staff has determined the bid to be responsive and the bidder to be responsible. Staff recommends the award of a construction contract to American Asphalt South, Inc. The contract time is 30 calendar days. Work is expected to begin in late July and be completed before Labor Day. Staff further recommends accepting the April 20, 2015 Traffic Commission advisement to revise the striping and pavement marking configuration along Fair Oaks Avenue, between Woodland Drive and Traffic Way, to enable the installation of bike lanes in each direction and adopting a resolution to lower the speed limit for Fair Oaks Avenue, from Orchard Street to Valley Road, from the current 40 MPH to 35 MPH to enable placement of the "Sharrows" along north side of the roadway. The City Engineer has Item 8.j. - Page 4 CITY COUNCIL CONSIDERATION OF AN AWARD OF CONTRACT TO AMERICAN ASPHALT SOUTH, INC. FOR CONSTRUCTION OF THE 2015 STREET RESURFACING PROJECT PW 2015-07; AND ADOPTION OF A RESOLUTION ESTABLISHING THE SPEED LIMIT ON FAIR OAKS AVENUE FROM VALLEY ROAD TO ORCHARD STREET JUNE 23, 2015 PAGE 5 performed an Engineering and Traffic Study (see Attachment No. 3) to justify the reduction in accordance with the requirements of the California Vehicle Code. ALTERNATIVES: The following alternatives are provided for the Council's consideration: 1. Approve staff's recommendations to award a construction contract to American Asphalt South, Inc. for the 2015 Street Resurfacing Project, approve plans for the revised Fair Oaks Avenue striping configuration, and adopt a resolution to lower the speed limit on a segment of Fair Oaks Avenue; 2. Do not award a construction contract for the project; or 3. Provide direction to staff. ADVANTAGES: The consistent application of slurry seals is part of a yearly maintenance program essential to ensure the integrity of the City's roadway network. The program is designed to apply maintenance treatments to every street in the City on an ongoing seven year cycle. The recommendations maintain funding for the highest priority projects and minimize deferring improvement of streets in the approved pavement management program. DISADVANTAGES: There is a temporary inconvenience to the traveling public as vehicles are rerouted when the surface treatments are applied. ENVIRONMENTAL REVIEW: The project is categorically exempt from CEQA pursuant to Section 15301(c). PUBLIC NOTIFICATION AND COMMENTS: Five letters were received from Ocean View Elementary School students in support of more bike lanes, particularly in the area of Arroyo Grande High School. The agenda was posted at City Hall on Thursday, June 18, 2015. The agenda and staff report was posted on the City's website on Friday, June 19, 2015. Attachment: 1. Bid Tabulations 2. Notice of Exemption 3. Fair Oaks Avenue Engineering & Traffic Study & Plans Item 8.j. - Page 5 RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ARROYO GRANDE ESTABLISHING THE SPEED LIMIT ON FAIR OAKS AVENUE FROM VALLEY ROAD TO ORCHARD STREET i WHEREAS, the City Council of Arroyo Grande previously certified engineering and traffic speed surveys (collectively referred to herein as the "surveys") on various City streets in accordance with the requirements of the California Vehicle Code; and WHEREAS, the City Engineer developed a posted speed limit reduction justification for Fair Oaks Avenue through the analysis of the currently certified vehicle survey and proposed revisions to the Fair Oaks Avenue roadway striping and pavement markings to provide additional bicycle safety features, in accordance with the requirements of the California Vehicle Code; and WHEREAS, the Police Chief supports the recommendations of the City Engineer, the Community Development Director, and the Traffic Commission. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Arroyo Grande hereby certifies the speed limit justification and establishes the speed limit on the following City street: Fair Oaks Avenue (Valley Road to Orchard Street) 35 mph On motion by Council Member seconded by Council Member and by the following roll call vote, to wit: AYES: NOES: ABSENT: The foregoing resolution was passed and adopted this day of 2015. Item 8J. - Page 6 RESOLUTION NO. PAGE 2 JIM HILL, MAYOR ATTEST: KELLY WETMORE, CITY CLERK APPROVED AS TO CONTENT: ROBERT McFALL, INTERIM CITY MANAGER APPROVED AS TO FORM: HEATHER WHITHAM, CITY ATTORNEY Item 8.j. - Page 7 ATTACHMENT 1 CITY OF CITY OF ARROYO GRANDE CALI FOR N IA BID OPENING LOG SHEET DEADLINE: THURSDAY, JUNE 11, 2015 - 2:30 PM PROJECT NAME: 2015 STREET RESURFACING PROJECT PROJECT NO. PIN 2015-07 ENGINEER'S ESTIMATE: $200,000.00 SUBMITTED BY: TOTAL Roy Allan Slurry Seal, Inc $313,890.20 Santa Fe Springs, CA American Asphalt South, Inc $239,817.90 Fontana, CA ROYO Gq-4 y -00XTED fie^ Kelly tmor , City Clerk Juv- c: Director of Public Works �P Capital Projects Engineer AL* Interim City Manager Item 8J. - Page 8 Attachment No. 2 Notice of Exemption To: Office of Planning and Research From: (Public Agency) City of Arroyo Grande 1440 Tenth Street, Room 121 300 East Branch Street Sacramento, CA 95814 Arroyo Grande, CA 93420 M County Clerk County of San Luis Obispo County Government Center San Luis Obispo, CA 93408 Project Title: 2015 Street Resurfacing Project, PW 2015-07 Project Location - Specific: Various roadways throughout the City Project Location -City: Arroyo Grande Project Location -County: San Luis Obispo Description of Project: Perform placement of slurry seal surface maintenance treatment to selected streets throughout the City Name of Public Agency Approving Project: City of Arroyo Grande— Public Works Department Name of Person or Agency Carrying Out Project: Geoff English Exempt Status: (check one) ❑ Ministerial (Section 12080(b)(1); 15268); ❑ Declared Emergency (Sec. 21080(b)(3); 15269(a)); ❑ Emergency Project(Sec. 21080(b)(4); 15269(b)(c)); 0 Categorical Exemption. State type and section number: Section 15301(c) ❑ Statutory Exemptions. State code number: Reasons Why Project Is Exempt: Application of maintenance surface coatings to City streets Lead Agency Contact Person: Michael Linn, P.E. Area Code/Telephone/Extension: (805) 473-5444 If filed by Applicant: 1. Attach a certified document of exemption finding. 2. Has a Notice of Exemption been filed by the public agency approving the project? 9 Yes ❑ No Signature: Date: Teresa McClish Director of Community Development Signed by Lead Agency ❑ Date received for filing at OPR: ❑ Signed by Applicant Item 8.j. - Page 9 SIT Y 0 F a ry OF Attachment No. 3 CALIFORNIA. N 4:e0. pW u 6-p vqB� p Engineering and Traffic Survey Fair Oaks Avenue from Orchard Street to Valley Road June 16, 2015 Introduction The City completes roadway maintenance work on an annual basis. Fair Oaks Avenue between Traffic Way and Woodland Drive is planned to be sealed this summer. After Fair Oaks Avenue is sealed, the City will have the opportunity to modify the roadway striping, to better convey bicycle traffic. This revised striping was reviewed and approved by the City's Traffic Commission on March 23, 2015 and April 20, 2015. In order to complete necessary roadway striping revisions, changes to portions of the posted speed limit on Fair Oaks Avenue must occur to comply with the California Manual for Traffic Control Device 2014 edition. This Engineering and Traffic Survey is completed in conformance with the: 1. California Manual for Uniform Traffic Control Devices 2014 Edition 2. California Vehicle Code Section 627 3. California Manual for Setting Speed Limits 2014 Edition Existing Roadway Conditions Fair Oaks between Traffic Way and Valley Road is comprised of four travel lanes, two lanes traveling east bound and two lanes traveling west bound. Sidewalk is available on the south side of the road. No bike lanes are provided. Fair Oaks between Valley Road and Woodland Drive is largely comprised of four travel lanes, two lanes traveling east bound and two traveling west bound reducing down to one travel lane near Woodland Drive. Sidewalk is provided on both sides of the Fair Oaks Avenue as well as bike lanes. Fair Oaks Avenue between Traffic Way and Woodland is classified as a Minor Arterial Road as defined in the California Road System maps produced by the State Department of Transportation (Caltrans). The posted speed limits on Fair Oaks Avenue are: Fair Oaks Reach Existing Posted Proposed From To Speed Limit Posed Speed Limit Traffic Way Orchard Street 35 MPH 35 MPH Orchard Street Valley Road 40 MPH 35 MPH Valley Road Woodland Drive 40 MPH 40 MPH Fair Oaks Avenue from Orchard Street to Valley Road is the subject of this survey. COMMUNITY DEVELOPMENT DEPARTMENT 1, 300 E. Br an dl Street 1, Arroyo (Azmnle, Cafifort�is 93420 Phone. (805) 473...5420 - Fax- (805) 473..-038 6 - E-mail- apity(rr;ar-royograi.n1e.org - Websi.tea www.ar:royograj.nle.org Item 8.j. - Page 10 CITY OF a ry OF =7- f CALIFORNIA. IN u:ew pwua"�,rV� �' Display showing project limits below r ro J d it ' f ✓''u 10 I I tl II,�� y ; Fair Oaks Avenue from Orchard Street to Valley Road is predominately surrounded by agricultural fields to the north and Arroyo Grande High School to the south. Adjacent to Arroyo Grande High School on the southeast side of Fair Oaks Avenue is comprised of residential housing. Pedestrian and Bicyclist Safety In order to provide a greater level of bicycle facilities on Fair Oaks Avenue, vehicle lane width reductions or vehicle lane elimination is required. Due to large morning peak demands, vehicle lane width reductions provides the best balance between both vehicle and bicycle needs. COMMUNITY DEVELOPMENT DEPARTMENT 1, 300 E. Bran dl Street 1, Arroyo (Azmnle, Cafifor"t�ria 93420 Phone. (805) 473...5420 - Fax- (805) 473..-038 6 - E-mail- apity(r,)ar-royograi.n1e.org - Websi.tea www.ar:royograj.nle.org Item 8.j. - Page 11 CITY OF a ry OF =7- f CALIFORNIA. Fair Oaks Reach Existing Section Revised Section WB Bike: Shared WB Bike: Shared Traffic Way WB #2: 13.7 feet WB #2: 14.5 feet to WB #1: 11.5 feet WB #1: 10 feet Station Way EB #1: 12 feet EB #1: 10 feet EB #2: 11.7 feet EB #2: 10 feet EB Bike: Shared EB Bike: 5 feet WB Bike: Shared WB Bike: Shared Station Way WB #2: 13 feet WB #2: 11.8 feet to WB #1: 11.1 feet WB #1: 10 feet HWY 101 SB Off- EB #1: 12.2 feet EB #1: 10 feet ramp EB #2: 12.8 feet EB #2: 10 feet EB Bike: Shared EB Bike: 5 feet WB Bike: Shared WB Bike: Shared HWY 101 SB Off- WB #2: 13 feet WB #2: 11.4 feet ramp WB #1: 11.1 feet WB #1: 10 feet To EB #1: 12.2 feet EB #1: 10 feet California Street EB #2: 12.8 feet EB #2: 10 feet EB Bike: Shared EB Bike: 5 feet WB Bike: Shared WB Bike: 4.7 feet California Street WB #2: 15.5 WB #2: 10 feet to WB #1: 13.8 feet WB #1: 10 feet Valley Road EB #1: 11.1 feet EB #1: 10 feet EB #2: 12.8 feet EB #2: 10 feet EB Bike: Shared EB Bike: 5 feet WB Bike: 4.5 feet WB Bike: 5.6 feet Valley Road WB #2: 11.8 feet WB #2: 11 feet to WB #1: 11.7 feet WB #1: 11 feet Mortuary EB #1: 12.3 feet EB #1: 11 feet EB #2: 11.5 feet EB #2: 11 feet EB Bike: 5.5 feet EB Bike: 6 feet WB Bike: 13.8 feet WB Bike: 6 feet Mortuary WB #2: 0 WB #2: 0 feet to WB #1: 12.2 feet WB #1: 11 feet Woodland EB #1: 11.6 feet EB #1: 11 feet EB #2: 0 EB #2: 0 EB Bike: 12.3 feet EB Bike: 7 feet Prevailing Speeds The existing prevailing speeds were measured on September 3, 2013 on Fair Oaks Avenue between Orchard and Valley Road. The prevailing speeds are shown below. COMMUNITY DEVELOPMENT DEPARTMENT 1, 300 E. Br an dl Street 1, Arroyo Graf. le, Cafifort�is 93424 Phone. (805) 473...5420 - Fax- (805) 473..-0386 - E-mail- apity(rr;ar-royograi.n1e.org - Websi.tea www.ar:royograj.nle.org Item 8.j. - Page 12 CITY OF a ry OF =7- f CALIFORNIA. Direction of Travel Measure 85 th Percentile Speed East 37.95 MPH West 38.6 MPH These measured speeds indicated that either a posted speed limit of 35 MPH or 40 MPH is appropriate. The California Manual for Setting Speed Limits Section 3.4.4 indicates: 3.4.4 Applying a 5 Mile Per Hour Reduction When a speed limit is to be posted, it shall be established at the nearest 5 mph increment to the 85th percentile speed of free-flowing traffic, rounding as standard mathematics directs. Under some circumstances, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed. If a 5 mph reduction is justified, the E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Section 22358. The following examples are provided to explain the application of these speed limit criteria: 1. If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. The 35 mph established speed limit can be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer. 2. If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. The 35 mph established speed limit can be reduced by 5 mph to 30 mph if the conditions and iustification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer. CVC 21400 allows for setting the speed limit at the 5 mph increment below the 85th percentile even if mathematical rounding would require the speed to be posted above the 85th percentile. If this option is used, then the additional 5 mph reduction cannot be used. In effect, this law allows an engineer to round down to the nearest increment of the 85th instead of up. The engineer cannot then take a further reduction. Accident History Since 2010 to current date of this report 39 traffic accidents have been documented. See attachment 3 for map of traffic accidents. COMMUNITY DEVELOPMENT DEPARTMENT 0 300 E. Br an dl Street 1, Arroyo (Azmnle, Cafifort�is 93420 Phone. (805) 473...5420 - Fax- (805) 473..-0386 - E-mail- apity(rr;ar-royograi.n1e.org - Websi.tea www.ar:royograj.nle.org Item 8.j. - Page 13 CITY' OF a ry OF =7- �f CALIFORNIA. Conclusion On Fair Oaks between Traffic Way and California the west bound bike lane is a shared travel lane with vehicle traffic. This is both the existing and proposed condition. Use of shared lane markings (sharrows) is proposed for this area. The California Manual for Uniform Traffic Control Devices section 9C.07 provide guidance that sharrows should not be placed on roadway with a posted speed limit greater than 35 MPH. The measured speeds for Fair Oaks Avenue was completed in the existing condition. Narrowing the existing travel lanes is likely to further reduce the 85th percentile speeds on Fair Oaks Avenue. Therefore, it is recommended that Fair Oaks Avenue between Valley Road and Orchard Street post speed limit be changed from 40 MPH to 35 MPH. This change will allow for: 1. Increased bicycle safety for both directions of travel on Fair Oaks Avenue 2. Allow the use of sharrow markers to better convey to vehicular traffic bicycle presence 3. Reduce the severity of vehicle vs vehicle/bicycle/pedestrian impacts. 4. Compliant with the California Vehicle Code 5. Complaint with the California Manual for Uniform Traffic Control Devices 2014 Edition 6. Compliant with the California Manual for Setting Speed Limits 2014 Edition Attachments 1. Roadway Striping Plans 2. Speed Survey Worksheets 3. Accident Exhibit Complete by: Q�pFESS/0� Matthew A. Horn ��p��E NV q City Engineer, City of Arroyo Grande �, p - June 16, 2015 z * No. C 63611 �ql CIVIL F OF CA��F� COMMUNITY DEVELOPMENT DEPARTMENT 300 E. Br an dl Street Arroyo (Azmnle, Cafifort�is 93420 Phone. (805) 473...5420 - Fax- (805) 473..-0386 - E-mail- apity(rr;ar-royograi.n1e.org - Websi.tea www.ar:royograj.nle.org Item 8.j. - Page 14 ooa\booz/fadWOrvwoa\ezv5z'iv,\\ry s,oz/e/s VIN!0=111VO '30NV1d!9 OAOHIdV d0 A110 M 3nN3Ad SNVO UIVA wo SUDONllI•IUWO JNldl!!1S 8 MINUS MINUS g a SNOISl113 NV�d 21 CH�' EER Lo \ • C CD Co \ + / I 1 ,,I szzo+u-roe x 3 sa+r b cs'ss+ez as rc o sN N III i.I jl�l ° L > � �+I f �.,. ��I 111 w o z + N' 0 'r I n z ZI +�I n I o ill - o z 0 I a - a 2 z ° -I - O - w M a 68'OC+9Z :03 w m K � I ~ I I� �0 1 ill ffI \1 N a x Fi : li I i a a 11 i/ / / o / - - - wz z z z n 2 > ° I w ?, /! / rcLL w / / V n / n � WOODLAND ° ry + DRIVE w �O O y i E ooz\booaVadWOwrvm\ezoscco\\w soz/e/s VIN1dOdI1VO '3ONV!!:1 OAOHIdV d0 A11O M 3nN3Ad SNVO add g "tl N N _ a o ouIDOW—(' + "ui"o o yw SNOIS111321 mR" o NVId ONWIMIS 8 ONINIDIS a CH�'�EER (O 03�31S.�3N'9 � a U a--+ M0138 33S-314I1 H01VW co TRAFFIC WAY Oil m N I I sia�ta�1 I Z9 0919V :id CALIFORNIA s � IUUU�I ill�l d + + ST. t 10'S :J a � I olo old � I I I I I m oM0138 33S-314I1 H01VW + STATION J zS, +ES ad- e { a VALLEY RD. 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Ei ! / ! § ! } : / ! a! /\ ` ) JE )\� ; \ 7 § § Attachment 2 City of Arro�yo Grande Public Works Department En incenin Division; VEHICLE SPEED SURVEY FOR ARTERIALS, AND COLLECTOR ROADS Street: 400 Block Fair Oaks Ave Beqin,Time: 10:24 AM Date: 9/4/2013 Limits: -Valley Rd &Ca Ii rornia-§T End Time-, 11:10 Al" Weather: Sunny/Clear Directiom EASTBOUND Recorders: Rachel Grothe PERCENT � CUMMULA]"IVE MPH I NUMBER OF VEHICLES OF TOTAL I PERCENTAGE, .......... .,.o 50 7 100.0 .. ........- 0�0 100,0! ............ 0 0.o 100.0 .......... .......- O 10U 0 U 1--1,4�,; X JO ........... 0 0�0 919.0 ­................ .......................... ............ 1.0 99.0 2.0 98.0 .......................... I............ 1.0 91 .......... X"'X 5 4�9 92,2 X, ......................... ......... 2.0 87�3 7 8U 'X.. ........ .......... 12 11�8 80,4 x��'X_ X,,,,,, �X,'' 'j 68.6 35 6U _6 10 54 91 ...................... ...... X 6 5,9 45A ............. 11,8 39,2 ........ ��............... 1, 101.8 27,5 ............. '9 16�7 ............ ...................... ............... ,................... 6.9 ....................L, .................11 ............ .......... t; 2 1 2,9 9 0 1 0'0 0 ............... ......... I 0 0,0 1�0 .......... ............ ....................... 1.0 1'0 0, ....................... .......... .......... Total inumber of vehicles 10,2 POSTED SPEED 35 MLP.H. P1 L511,MP.ERCENTILE 29,67 M,P.H C T" 10 p p 27.95 KP�H, AVERAGE SPEED 3425 M.P,K 10 M.P.H."PACE CRITICAL SPEED 37-95 M L;,'-I^ III" PACE 78.31 % Item 8.j. - Page 18 Attachment 2 Cumulative Speed Curve Sheet it Oaks Ave (4001 Block) EAS,TBOUND Average Miles Per Hlmm 34.25 MIPH, Date: 9/4/2013 NUffiber of Vehicle& 102 Posted Speed: 35 MPH Direction: Eastbound critical' 37.95 MPH 101 MPH Pace 2T95-37.95 MPH % ln Pace 7831% .. ........ ................................ ...... 901% ............. ............. th%SPEED: P,: 3T95MPF1 80% ....................................... 709/o F, 60% ZV MEDIANS4EQ/,,� 50% 4- L . ............. CL 40% ....... 30% ...................... .... 20% A 10% w PACE w vu 0% 0 10 20 30 40 50 60 70 Miles Pew-How(MPH) ................. ............................... Item 8.j. - Page 19 Attachment 2 VEHME SPEED SURVEY SHEET FURfllE 0TYAND COUNTY THROUGH 1-flGHWAYS, ARTERIALS,M10 COLLECTOR ROADS Junsdgcbon fir A"14#7 alMer j Recordo Begin Tlifole Eind Tme pyt, NUMBER OF VEHICLES MPH 5 Ila 15 20 25 30 U,T(MAL PCRCVJAGE' 65 t t 50 77- 45 7— mm f1p L q2, 1�001 . ......... - 4o 7,f-llc-( 7 71" F F A 4 t� L 112. IL IL I -lo v "ILI `IP, 'I I ——————————------ rfIP —09, upi rol, 10 10 ilr q -70 7 77 To T, 7 771 szr 20 L :9 V !4 --!4 T0L NUM EO L I ,L L Si( Item 8.j. - Page 20 Attachment 2 City of Arroyo Grande Public Works Department Elneerin VEHICLE SPEED SURVEY FOR ARTERIALS AND COLLECTOR ROAD'S Sfreet, 400 Block Fair Oaks Ave Begin Time: '11:25 AM Date: 9/4/20113 Limits: VaHey Rd& California St End Time: 11:55 AM Weather: Sunny/ Clear D rection: ESTB�QUNQ Recorders, Rachel Girothe NUMBER OF VEHiCLES # iPERCENT CUMMULATIVE MiPH OF TOTAL PERCENTAGE „5a 2 0 .............. 1.......... .......... �0 AJ, . ..........­ 0,0 11 ­ 00: 0,0 100,0 j 0 1 1001�0 X ... ...... ............ ... ........ 0 0.0 i 99.10 ......... .......... ­,,............................... ........... 7­7­ ........ .... .... ....I U ............. ............. ib' qb,�o J J- '0 97.0 j ............ 7....... ..............- 10 97�01 V ...... 2 2.0 94�O 4th 5,0 ....................... A— N 5 5.0 87.0 ............ .............. .......... �x . ,x 'J� 6J', �6 0 8ZQ 7&C) 4 4�O 1i ............ ............. x x X � J X X " ,, x ..........."i............ _J ...... 0, .......... 39 7 7�0 5&0 . 7' 7.0 49,0 .... ........ ........... J 8, 42.0 �,XAI��I 11,0 34,0 4.0 ____23101 6 6.0 19.0 ........... .........7 5 5,0 13,0 .......... -............................ ....... i 5 0 1 &0 0." ........................f� ......... 10 .......... 01 U ZO 7 2 ZO ............... 1 0.0 0.0 .......... ob ..... 0�0..... 0 0.0 ........ Total number of velficles POSTED SPEED 35 �K,P Hd I 15th PERCEN M T�LE 29.34 .P,H,, P�_ AVERAGE SPEED 34.54 M.P.K 10 M:.P.H. PACE 28,60 KP.H. CRITICAL SPEED— 38.60 M, Item 8.j. - Page 21 Attachment 2 Cumulative Speed Curve Sheet Fair Oaks, Ave (400 Block) WESTBOUND Average Wes Per H- our: 34.54 MPH Date, 9W2013 Nur bier of VehlcPes; 100 Posted Spee& 35 MPH, Directiom Westbound C1,rifical Speed: 3&6 MPH 10 MPH Pace 28.60-38.60 MPH % in Pace 74.001% ................ 100% 90 _ fl?....................... 1 8 5th,%SPEED 3&6OMPH! 70% WW 60!% ............... ........... MEDIAN SPEED < 35 MPH' T 5o% 40% ...... 30% 201% A .Lo% 10 K 0 10 20 30 40 50 60 70 Miiles Per Hour(MPH) .. ............. ......... Item 8.j. - Page 22 Attachment 2 VUKLE SPEED SL)[';,VEY S[TEET FOR THE CFrYAND cout,4 n,THROUGH HGHWAYS, ARTEMALS,AND COLLECJOR ROAC)S oc, Rake Begin Tinv End Dme MID I I NUMBER OF VEM"L E IS C E:N p 5,-5TA :L7�1111171 15 10 15 20 211) qO OF MIAL PERCH141AGE A 7 L 45 7—77, 7 __LLL ——— 4 0 ijit oo ,op mr, el), I 17 ,F —,------..-- .— � — , I I Fjl oaf 'L' ­7——.w L LE 12 10 111111 W —'——7 3 13 01 -fAl,IF W CP 0, jo 0 10 —-— ------- 10 1 0, 10 - 1 20, Tl,' JoW EFE-5, 7 �17 I---—------- - ..... me C C)FA L M.AABER OF VEH0.1ES Item 8.j. - Page 23 i N IT N CD co / l f / r ++ L m [2 oo R �/ E°o �. 0 > wmE�E H l Q 0 omo / }, � H`o�acn 0 r x v ILL _ �ww� R� H 6, s�