AGENDA
REGULAR JOINT MEETING OF THE OAKLEY CITY COUNCIL/OAKLEY CITY
COUNCIL ACTING AS THE SUCCESSOR AGENCY TO THE OAKLEY
REDEVELOPMENT AGENCY AND SPECIAL MEETING OF THE OAKLEY
PUBLIC FINANCING AUTHORITY
Tuesday, September 26, 2023
6:30 PM
Oakley City Council Chambers located at 3231 Main Street, Oakley, California 94561.
Unless stated otherwise on the agenda, every item on the agenda is exempt from CEQA Guidelines Sections 15060(c), 15061(b)(3), 15273, 15378, 15301, 15323 and/or Public Resources Code Section 21065.
MISSION STATEMENT: The City of Oakley will create a resilient future that fosters and attracts a vibrant and evolving community that welcomes and values all people.
VISION STATEMENT: The City of Oakley celebrates our unique Delta lifestyle and small-town feel where we Live in a safe, dynamic community, Work together to build the future, and Play in our own backyard.
Agendas are posted in Oakley at Oakley City Hall-3231 Main Street, outside the gym at Delta Vista Middle School-4901 Frank Hengel Way and outside the Library at Freedom High School-1050 Neroly Road.
Agendas are also posted on the City’s Internet Website www.ci.oakley.ca.us.
A complete packet of information containing staff reports and exhibits related to each item is available for public review prior to an Oakley City Council and/or City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority meeting at Oakley City Hall, 3231 Main Street, Oakley, CA 94561. Any writings or documents provided to a majority of the Oakley City Council, Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency or Oakley Public Financing Authority regarding any item on this agenda will be made available for public inspection, during regular business hours, at the front counter in the Main Lobby of the Oakley City Hall located at 3231 Main Street, Oakley, CA 94561. Agendas may be picked up at the Oakley City Hall located at 3231 Main Street, Oakley, CA 94561 for no charge. To request information regarding placement on the City’s agenda e-mail distribution list, please contact us at (925) 625-7000.
The City of Oakley provides social media options to stay connected to City Hall through Facebook, Twitter, Next Door and Instagram. Other opportunities to connect with City Hall include Engage In Oakley, Oakley OnDemand on the City's website, and by emailing [email protected].
If you have a physically challenging condition and require special accommodations, please call the City 1 Clerk’s office at (925) 625-7000.
Please keep cell phones/electronic devices turned off during the meeting. Please be advised that City Council meetings are video recorded and attendees may appear on video.
Information Regarding Public Comment
Members of the public may address the Council on items of interest that are within the City’s jurisdiction. In compliance with State law, the council may not take actionor have discussion on any item that is not specifically listed on the agenda. Public comment on items not listed on the agenda will be heard under the Public Comments section of the agenda. Public comments on items listed on the agenda will be heard as the Mayor calls the items. In compliance with State law, the Council may not take action on an item that is not specifically listed on the agenda. If you would like to speak on any agenda item, please fill out a public speaker card available in the lobby and submit it to the City Clerk seated in the Council Chamber prior to the agenda item being called. The Mayor will call you by name to the podium to hear your comment.
PUBLIC COMMENTS ARE LIMITED TO THREE (3) MINUTES. Online public comments are accepted until 5 p.m. the day of the meeting and can be submitted at
https://www.ci.oakley.ca.us/online-public-comment-card/.
1.OPENING MATTERS
1.1 Call to Order and Roll Call of the Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority
1.2 Pledge of Allegiance to the Flag
1.3 Update from Contra Costa Animal Services (Beth Ward, Animal Services Director, Contra Costa Animal Services)
1.4 Update from BART Director Mark Foley
1.5 Update from Nonprofits Awarded American Rescue Plan Act (ARPA) State and Local Fiscal Recovery Grant Funds (a) Eleonore Zwinger, Senior Staff Attorney/East Bay Regional Director, Immigration Institute of the Bay Area (b) Lauren Huffmaster, Founder, Adventure Therapy Foundation
2.PUBLIC COMMENTS
2 At this time, the public is permitted to address the Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority on non-agendized items.
3.CONSENT CALENDAR
Consent Calendar items are typically non-controversial in nature and are considered for approval by the Oakley City Council/ Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority with one single action. Members of the audience, Staff or the Oakley City Council/ Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority who would like an item removed from the Consent Calendar for purposes of public input may request the Mayor remove the item. The public may request to remove an item(s) to provide input by completing a public speaker card and submitting it to the City Clerk prior to the item(s) being called by the Mayor.
3.1 Approve Minutes from the Regular Joint City Council/City Council Acting as the Successor Agency to the Redevelopment Agency/Public Financing Authority Meeting Held September 12, 2023 (Libby Vreonis, City Clerk) Minutes 9-12-23
3.2 Accept Report Out of Closed Session Memo (Derek Cole, City Attorney) Memo
3.3 Adoption of a Resolution to Establish Special Speed Zones for Specific City Streets (Kevin Rohani, P.E., Public Works Director/City Engineer) Staff Report
1. Resolution
2. Engineering and Traffic Survey
3.4 Acceptance of work with the City Hall Human Resources Department Remodeling Project - Capital Improvement Project Number 290 (Kevin Rohani, P.E., Public Works Director/City Engineer)
Staff Report
1. Resolution
2. Notice of Completion
3.5 Adopt a Resolution Authorizing the City Manager to Enter Into a One-Year Agreement with Townsend Public Affairs, Inc. for On-Call Grant Writing Services (Danielle Navarro, Assistant City Manager)
Staff Report
1. Proposed Resolution w/ Exhibit A
4.PUBLIC HEARINGS
3 4.1 Update to the Master Fee Schedule (Kitchen Fees) (Jeri Tejeda, Administrative Services Director)
Suggested Action: Staff Recommendation: 1) Receive the Staff Report, 2) Receive Questions from the City Council, 3) Open the Public Hearing, 4) Receive Public Testimony, 5) Close the Public Hearing, 6) Deliberate, 7) Summarize the Deliberation 8) Adopt the Resolution
Staff Report
1. Resolution
2. Master Fee Schedule
5.REGULAR CALENDAR
6.REPORTS
6.1 CITY MANAGER
(a) City Manager
6.2 OAKLEY CITY COUNCIL/OAKLEY CITY COUNCIL ACTING AS THE
SUCCESSOR AGENCY TO THE OAKLEY REDEVELOPMENT AGENCY
(a) Reports from Council Liaisons to Regional Committees, Commissions and Boards AND Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency
(b) Requests for Future Agendas
7.WORK SESSION
7.1 Review the results of the second online survey for the Oakley Regional Park and for City Council to provide recommendations on a preferred alternative to finalize the Master Plan for this park (Kevin Rohani, P.E., Public Works Director/City Engineer)
Staff Report
1. Community Meeting #2 Survey Data Summary
8.CLOSED SESSIONS
8.1 CONFERENCE WITH LABOR NEGOTIATORS
Agency designated representatives: Jack Hughes, Legal Counsel, Liebert Cassidy Whitmore; Joshua McMurray, City Manager and Jeri Tejeda, 4 Administrative Services Director Employee organization: Oakley Peace Officers Association
9.ADJOURN
5 Minutes of the Regular Joint Meeting of the Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority held September 12, 2023
1) OPENING MATTERS
1.1 Call to Order and Roll Call of the Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency/Oakley Public Financing Authority
Mayor Aaron Meadows called the meeting to order at 6:30 p.m. in the Oakley City Council Chambers located at 3231 Main Street, Oakley, California. Vice Mayor Anissa Williams and Councilmembers Dr. George Fuller, Hugh Henderson and Shannon Shaw were also present.
1.2 Pledge of Allegiance to the Flag (Parker Holder, Laurel Elementary School Student)
Laurel Elementary School Student Parker Holder led the Pledge of Allegiance to the Flag.
1.3 Update from Diablo Water District General Manager Dan Muelrath Diablo Water District General Manager Dan Muelrath provided a PowerPoint presentation.
In relation to the portion of Mr. Muelrath’s presentation that addressed a 20% reduction in residential water in the next 7 years, Dr. Fuller inquired how it will be measured and if newer homes with energy efficiencies will be in the same categories as older neighborhoods.
Mr. Muelrath mentioned 20% is the state number and they recognize that some customers may have only 5% more reduction they can make due to efficiencies already in place whereas others may have 30-40%. He mentioned they will not be targeting the customer, but rather taking a community approach.
Mayor Meadows commented that he likes that the District is proactively calling customers when a spike in usage is noticed.
1.4 Update from Nonprofits Awarded American Rescue Plan Act (ARPA) State and Local Fiscal Recovery Grant Funds (a) Joey Ogo, Director/CFO, Be Exceptional (b) Janette Kennedy, Executive Director, Development and External Relations, Loaves and Fishes of Contra Costa (c) Robin Ryder, Founder/President No Paws Left Behind Kitty Rescue (d) Marivel Mendoza, Co-Founder & Executive Director, Hijas del Campo
6 Loaves and Fishes of Contra Costa
Janette Kennedy, Executive Director, Loaves and Fishes of Contra Costa, provided a PowerPoint presentation.
Vice Mayor Williams requested the hours of operation for the Oakley location and Ms. Kennedy responded that the Oakley location hours are 11:00 a.m.-12:45 p.m. Monday through Friday, and its website has locations, service hours, and directions.
No Paws Left Behind Kitty Rescue
Robin Ryder, Founder/President, No Paws Left Behind Kitty Rescue, shared work they are doing with spaying/neutering services, fostering, education for the public, and a new partnership, all because of the ARPA grant money awarded.
Vice Mayor Williams inquired what their plan is for future funding and Ms. Ryder responded that the cost per animal is approximately $176 to fix and vaccinate, and they will continue fundraisers and campaigns in their work and in helping the City.
Mayor Meadows inquired about the 85 cats Ms. Ryder mentioned during her presentation and if people bring the cats to them or if they trap them and Ms. Ryder responded that both happen.
She explained that they have a TNR (trap, neuter, return) program which they recently applied to cats on Delta Road as well as people contacting them, and they cover the cost for everything, i.e., supplies, food, medical, fostering.
Hijas del Campo
Executive Director Marivel Mendoza and Program Director Dorina Salgado-Moraida with Hijas del Campo, provided a PowerPoint presentation.
Dr. Fuller inquired if there are concentration areas in Oakley of the distribution mentioned during their presentation and Ms. Mendoza mentioned it is all over the City.
Vice Mayor Williams inquired what their plan is for future funding and Ms. Mendoza explained they will raise funds and get donations from the community, i.e., back to school drive, Halloween costume drive for new costumes, and support from the community health fund.
Be Exceptional
Joey Ogo with Be Exceptional, shared that funding has been applied toward recreation classes. social events, skateboarding, tumbling, gymnastic, dance, biddy sports, a sensory room, social groups/growth, to provide an inclusive program, and now with a location, they can increase the volume of Oakley participants.
Vice Mayor Williams inquired what their plan is for future funding and Mr. Ogo explained increased participants provides increased funding and they are looking to grow into a new location.
Mayor Meadows inquired where they are located, and Mr. Ogo responded in downtown Antioch.
1.5 Presentation-Oakley Chamber of Commerce (Oleksii Chuiko) Oleksii Chuiko provided a Powerpoint presentation and announced he will host a Chamber kickoff meeting on September 20, 2023, beginning at 6:00 p.m. in the Oakley City Council Chambers.
7 Dr. Fuller thanked him for recognizing and supporting non-profits in the community along with what he is doing with businesses.
2) PUBLIC COMMENTS
Mayor Meadows announced online public comments were received and will be made part of the meeting record. He called upon Lauren Stone to speak but she was not present. Online public comments were submitted by Bethe Mounce, Daniel Molleson, Lauren Stone, Michael Dupray, Blank Blank, Ryan Hink and Anonymous 1.
Michael Dupray submitted written comments which he read aloud with some modifications.
Bud Chaddock discussed the pond at Emerson Park, toxic algae, the need for aeration of the pond, and before more ponds are built, to take care of it in a better manner.
Lisa Gonsalves suggested placing arrows on Main Street heading in the direction of the freeway for safety to let drivers know there is only one lane.
Oke Johnson, Executive Vice President of WinnResidential, the property management company for The Oaks, mentioned there are 509 units and more than 2,500 residents at The Oaks. He mentioned they take pest control very seriously and they know from experience that pest control problems are not irradicated in one treatment nor are they solved in isolation from other factors like housekeeping, ability to effectively treat units, the condition of surrounding apartments, abutting properties or undeveloped land, or the pest itself; it takes time to be effective and cooperation and partnership of residents. He mentioned at The Oaks, pest control is performed twice a month on individual apartments, interior common areas and the building exterior. He also mentioned that management inspected 509 units and those that identified with pest issues are slated for treatment and will remain on the treatment list until their vendor communicates to them that those treatments have been successful. He added that last month, 56 apartments were inspected and determined to need treatment (42 had requested treatment and 14 were identified as needing treatment); unfortunately, 19 of the 56 either denied entry for the vendor or did not cooperate with preparation for service which means pest control cannot be effectively administered. He mentioned in cases where housekeeping is chronically contributing to pest control issues and where residents refuse to cooperate with control measures, they have and will continue to initiate eviction proceedings against households that have consistently refused to cooperate because if one household refuses to cooperate, it contributes to pest issues for the entire community. He encouraged all residents to report all maintenance issues, including pest issues, to management staff (online, by phone, or in person) so they may be addressed promptly. He added that they cannot address individual concerns that have not been reported to them and they evaluate and adjust their operation as needed to meet demands because they take their mission and responsibility seriously. He expressed that they hear, understand, and appreciate the concerns expressed by their residents and they have raised the bar of expectations of their staff. He asked that residents work with them as active, constructive partners in this effort.
John Gonzalez submitted a public speaker card that was made part of the meeting record. 3) CONSENT CALENDAR
3.1 Approve Minutes from the Regular Joint City Council/City Council Acting as the Successor Agency to the Redevelopment Agency/Public Financing Authority Meeting held August 8, 2023 (Libby Vreonis, City Clerk) 8 3.2 Approve Minutes from the Special City Council Meeting held August 22, 2023 (Libby Vreonis, City Clerk)
3.3 Accept Report Out of Closed Session Memo (Derek P. Cole, City Attorney)
3.4 Ratify Election: Adopt Ordinance No. 4-23 Authorizing the Levy of a Special Tax on Parcels of Land within Tax Area Zone 188 within the Oakley Special Police Tax Area for Police Protection Services for the Honey Creekside project (Subdivision 9579) located at 463 and 560 Honey Lane (APNs 033-030-028 and 033-030-032) (Kevin Rohani, P.E., Public Works Director/City Engineer)
3.5 Acceptance of Work Associated with the Sheriff Annex Building Demolition Project-Capital Improvement Project Number 271 (Kevin Rohani, P.E., Public Works Director/City Engineer)
3.6 Review and Adoption of 2023 Economic Development Work Plan (Harumi Murata, Economic Development Analyst)
3.7 Approval of Response to Civil Grand Jury Report No. 2306, Affordable Housing: A Plan Without a Home (Joshua McMurray, City Manager)
3.8 Annexation No. 35 (Honey Creekside SD 9579) to the City of Oakley Community Facilities District No. 2015-2 (Parks, Streetlight, Landscape and Stormwater Services) (Kevin Rohani, Public Works Director/City Engineer)
3.9 Annexation No. 9 (Elm Lane Apartments) to the City of Oakley Community Facilities District No. 2018-1 (Fire Protection Services) (Kevin Rohani, P.E., Public Works Director/City Engineer)
3.10 Annexation No. 36 (McDonald’s at Laurel Plaza) to the City of Oakley Community Facilities District No. 2015-2 (Parks, Streetlight, Landscape and Stormwater Services) (Kevin Rohani, P.E., Public Works Director/City Engineer) Dr. Fuller requested agenda items 3.6 and 3.7 be pulled for discussion.
It was moved by Dr. Fuller and seconded by Councilmember Shaw to approve the remainder of the Consent Calendar. Motion was unanimous and so ordered. (5-0) Item 3.6
Dr. Fuller requested to change page 2, Competitive Analysis, Challenges, bullet point reading:
“Senior population (age 60+) is growing at a much faster rate than the incoming talent pipeline (under age 19) which could indicate a future workforce shortage; fortunately Oakley employers can draw from a workforce of 1.2 million in a 30-mile radius.” He mentioned he takes issue with saying the talent is under the age of 19 and the burden is age 60+ since many people are working past 60 years of age, sometimes even 70 years of age. He requested the bullet point be changed to read: “Senior population (age 60+) is growing at a much faster rate than the under age 19 population which could indicate a future workforce shortage; Oakley employers can draw from a workforce of 1.2 million in a 30-mile radius.”
Mayor Meadows commented that he is okay with that and does not want “unfortunately” included. He inquired if the Council is okay with that and there were no objections. 9 Dr. Fuller requested to change page 17, Challenges, bullet point reading: “The share of Oakley’s population with higher education degrees is unimpressive (18.6%), fortunately employers are able to draw workers from throughout the county which reports 42% of the population over the age of 25 has a bachelor, graduate, or doctorate degree.” He expressed that it bothers him that they are marginalizing those without higher degrees through use of the words “unimpressive” and “fortunately”. He requested the bullet point be changed to read: “The share of Oakley’s population with higher education degrees is 18.6%, employers are able to draw workers from throughout the county which reports 42% of the population over the age of 25 has a bachelor, graduate, or doctorate degree.” He mentioned they have a diversified work force, and everyone is making a contribution.
Councilmember Shaw requested clarification if Dr. Fuller is requesting to remove “unimpressive” and “fortunately” and Dr. Fuller confirmed that is correct. Councilmember Shaw confirmed she is fine with that.
Councilmember Henderson approved.
It was moved by Dr. Fuller and seconded by Councilmember Shaw to adopt the resolution with the aforementioned changes to the 2023 Economic Development Work Plan. Motion was unanimous and so ordered. (5-0)
Item 3.7
Dr. Fuller commented that the portion of the draft response for F9 concerns him that reads:
“Voters need to approve virtually all new funding or financing mechanisms to generate the revenues or funds needed to preserve existing affordable housing and construct or finance new affordable housing. The Board of Supervisors and Town/City Councils cannot, for example, float bonds any longer without voter approval.” He mentioned this will become a public document and they have not yet decided on AB 1657 or SB 555 of which they are not sure they are backing because they wish to maintain local control, but here they would be saying bond money is needed to sustain affordable housing. He suggested they change it to exclude the aforementioned portion and add, “Municipalities cannot arrange for financing of affordable housing.” He explained that he could see someone reaching down in a campaign and saying that if bonds are passed ($20 billion), Oakley will fill affordable housing.
Mayor Meadows requested clarification if Dr. Fuller is requesting to remove “…ability to create new funding sources.”
Dr. Fuller confirmed to remove that portion and the remainder. He made a motion to approve the item with those changes. The motion died for lack of a second.
It was moved by Councilmember Henderson and seconded by Councilmember Shaw to approve the item as presented by staff. AYES: Henderson, Meadows, Shaw, Williams. NOES:
Fuller. (4-1)
4) PUBLIC HEARINGS
4.1 Adoption of the State of California Density Bonus Law (SDBL) - Repeal Local Density Bonus Regulations (Oakley Municipal Code Section 9.1.412) and Replace with Adoption of the State Density Bonus Law by Reference (RZ 03-23) (Ken Strelo, Planning Manager)
10 Planning Manager Ken Strelo presented the staff report and provided a PowerPoint presentation.
Mayor Meadows called for questions of the Council. There being none, he opened the public hearing and called for public comments. There being none, he closed the public hearing.
Dr. Fuller expressed concerned regarding AB1657, SB 555, and others coming out of the Assembly and Legislature and in the past, because the state has and is redefining our density.
He mentioned there is a clause in AB 1657 that they can change requirements for affordable housing, and this is how the state works in relation to SB 9. He shared that he will vote for the item but this is one example how the state dictates how the City uses its land and that is disconcerting to him and he thinks many others.
Councilmember Shaw commented that this looks like it includes a link to the state website, not a copy and paste of state law within. She inquired if it is required and keeps the City from having to update it anytime the law changes, but staff will still keep on top of any changes.
Mr. Strelo explained that there could be extra allowances to developers if the City is not in compliance with state law, and thus far staff has been relying on the clause that indicates any inconsistency falls on state law and this would eliminate that. He further explained that any changes in state law would supersede this ordinance.
Councilmember Shaw commented that she wants to know when any changes that affect the City occur so they are aware and Mr. Strelo agreed that staff can provide updates to the Council.
It was moved by Vice Mayor Williams and seconded by Councilmember Shaw to waive the first reading and introduce the ordinance. Motion was unanimous and so ordered. (5-0)
4.2 Grand Cypress Preserve Development Agreements Master Amendment (DA 01-23) Continued from August 8, 2023 (Ken Strelo, Planning Manager) Mayor Meadows announced staff has requested to continue this item to date uncertain. 5) REGULAR CALENDAR
5.1 Oakley Union Elementary School District Freestanding Electronic Reader Boards (SP 03-23) Consideration of a proposed Sign Permit to replace multiple letterboard marquee static freestanding signs along various elementary and middle school frontages with double-sided freestanding electronic reader boards (Ken Strelo, Planning Manager)
Planning Manager Ken Strelo presented the staff report and provided a PowerPoint presentation.
It was moved by Vice Mayor Williams and seconded by Dr. Fuller to adopt the resolution. Motion was unanimous and so ordered. (5-0)
5.2 Adopt a Resolution to Establish an Affordable Housing Ad-Hoc Advisory Committee (Joshua McMurray, City Manager)
City Manager Joshua McMurray presented the staff report. 11 Vice Mayor Williams commented that Mayor Meadows asked for the committee to be specific to Carol Lane and the name of this committee seems more general. She inquired if the intent is for it to be broader or a narrow focus.
Mr. McMurray responded that he understood the ask from the Mayor was to form an ad-hoc committee with the intent to address the issues at Carol Lane. Mayor Meadows confirmed that is correct.
Vice Mayor Williams suggested they reduce confusion and name it more specifically for clarity.
Dr. Fuller requested they add that the ad-hoc committee will focus on The Oaks, with the December 31, 2023 deadline and they can bring it back if needed, and the ad-hoc committee will not take action without the entire Council.
Public Comments
Michael Dupray submitted an online public comment that was made part of the meeting record.
Oke Johnson, Executive Vice President for WinnResidential, commented he endorses the concept of an ad hoc committee to support affordable housing residents, owners and operators in Oakley as safe and affordable housing is a vision that they all share, and community support and partnership play an important part to its success. He requested owners and operators be included. He reminded all that affordable housing is heavily regulated field at the federal, state and local level and requested that committee members receive training on subsidy programs, income restrictions for the area, Fair Housing law and regulations that govern landlord/tenant actions.
Councilmember Shaw commented that she is interested in being on the committee. She shared that she manages affordable housing in her day job and has the training mentioned. She requested the committee have a few seats for The Oaks residents to have true representation.
She expressed concern regarding the December date working as it takes time to get applications and get seated so she would like to extend it a few months out.
Mayor Meadows expressed that he would like to be on the committee. He shared that he works in property management. He requested two members from The Oaks on the committee and would also be okay with Oke Johnson present.
Vice Mayor Williams commented that she wants to include more people and make progress.
She explained when she was first seated, she expressed how bad it was there and they are back to the same thing. She mentioned extending the timeline concerns her as the people living there need action and she wants to see some traction. She also mentioned she wants reassurance that there are currently steps being taken to improve their conditions in the interim of appointing an ad-hoc committee. She mentioned residents and owners should be involved and she would like to have a report at each Council meeting to update them on progress.
Councilmember Henderson requested they keep the timeline staff provided as to not slow down the process, and if they need to extend because it gets close to the deadline, they can extend.
Councilmember Shaw commented that she is thinking with upcoming holidays in November and December there is a lot going on, but she is okay if they want to keep the December date and extend out if needed. She mentioned she wants to be clear that the committee is not being formed to be a mediator between residents and management. 12 Vice Mayor Williams inquired if staff could bring it forward at the October meeting, if they can appoint a certain number of people now, and if they can set a first meeting date now so people applying for it know what they are committing to.
Mr. McMurray responded that it is premature to set date at this meeting, staff would need to put the word out and receive applications, and they need to know the schedules of everyone who will be part of the committee so they can determine when they can meet. He mentioned the adhoc committee would be subject to open meeting law, so they will need to publicly notice the meetings and hold public meetings. He asked the Council to provide direction if it is desired to keep the December date and have committee members from the Council, public and property management.
Mayor Meadows proposed that the committee consist of himself and Councilmember Shaw, two members from The Oaks and 1 person from management that has authority.
It was moved by Dr. Fuller and seconded by Vice Mayor Williams to establish an Affordable Housing Ad-Hoc Advisory Committee consisting of Mayor Meadows and Councilmember Shaw and 3 public members, targeting the Oaks Apartments, with no action taken by the committee without Council approval, and that it will terminate December 31, 2023. Motion was unanimous and so ordered. (5-0)
6) REPORTS
6.1 CITY MANAGER
(a) City Manager
City Manager Joshua McMurray announced upcoming events:
Heart of Oakley Festival, September 23, 2023, 11:00 a.m.-5:00 p.m. in Civic Center Plaza Friday Night Bites and Concert Series, October 6, 2023, 5:00 p.m.-9:00 p.m., with Maya Latin Roots performing.
(b) August Business License Report
Mr. McMurray mentioned he will provide a report to the Council the first meeting of each month covering the prior month.
6.2 OAKLEY CITY COUNCIL/OAKLEY CITY COUNCIL ACTING AS THE SUCCESSOR
AGENCY TO THE OAKLEY REDEVELOPMENT AGENCY
(a) Reports from Council Liaisons to Regional Committees, Commissions and Boards AND Oakley City Council/Oakley City Council Acting as the Successor Agency to the Oakley Redevelopment Agency
Councilmember Henderson reported that since the last regular Council meeting, he has attended the Diablo Water District meeting, Friday Night Bites, and the Habitat Conservancy meeting.
Dr. Fuller reported he attended the Freedom Fuel Café at Freedom High School ran by the life skills class. He also reported he watched the BAHFA/MTC committee meeting in August where MTC was absent and BAHFA was approving things for both, and they want a regional 2/3 vote on a general obligation bond of $20 billion for the entire ABAG region, and they are not telling cities how to run affordable housing, but they are adamant that no city will get money unless they meet BAHFA standards. He shared that he tried to ask about RHNA. He explained that 13 Berkeley Mayor Arreguin and others are trying to reduce their RHNA numbers and move them out. He mentioned they ignored his question as well as his question on discrimination. He also mentioned there will be several ABAG informational meetings and they acknowledge they can’t campaign so they will have many informational meetings on this.
Vice Mayor Williams reported she attended the Tri-Delta Transit Board meeting where they discussed the bus feeder service for 2025 and beyond; $6.8 million comes to this region from BART to fund service and BART will be reporting a $93 million budget shortfall in 2025, therefore Tri-Delta will lose 36,000 hours from its total allotted 192,000 for fixed route services.
She mentioned Tri-Delta distributed Pass2Class which gives high school and middle school students use of the bus system and 908 students received 2 passes each to help them get to school at the beginning of the year. She also mentioned Clipper Start was discussed for people 200% of the federal poverty level or less that receive a 20% discount on fare and the Board increased it to a 50% discount. She mentioned at that meeting she made a future agenda request item for bus shelter and shading based on a public comment received at a Council meeting. She shared that she attended a BAHFA workshop and met with an executive director from BAHFA and confirmed this funding allows no changes to RHNA but rather provides a funding mechanism to incentivize affordable housing and neither BAHFA or the County can require those units to be built; the state will continue enforcement; it’s just a way to get return to source funds to encourage more affordable housing. She mentioned more follow-up needs to be done but she did get information that she will share. She reported she met with the family of Michael Orr and wanted to make sure Police know they appreciate them, and the public to know the work that they did.
Councilmember Shaw reported she attended the Annual Fishing Derby to help hand out awards, the Ironhouse Sanitary District Board meeting where good governance, communication, including some policy on social media, were discussed and they discussed going to two meetings a month. She shared that she caught the end of the BAHFA workshop virtually, she attended the special Oakley City Council meeting, and she attended the Tri-Delta Transit Board meeting. She shared that the extension for the Clipper Start program will start in January 2024.
She also reported she attended the Contra Costa Mayors Conference, Freedom High School homecoming, and had many texts, emails, and calls regarding Carol Lane.
Mayor Meadows reported he attended the MCE meeting, Mayors Conference, and a meeting with the County Agriculture Department and a state agency regarding the quarantine of 100 square miles of which $150 million in agricultural product has been affected by the fruit fly found along Lone Tree Way; farmers can’t farm locally like they need to which creates a huge impact on farmers as the list of crops is huge.
(b) Requests for Future Agendas
Dr. Fuller requested a work session regarding residential low-cost rehabilitation loans for residents to make repairs to their property, i.e., paint, repair roofs, etc. Mayor Meadows commented he supports it if they can include “depending on staff time” to which Dr. Fuller agreed. Dr. Fuller also requested staff look into how to leave ABAG. There was no support for this item.
7) WORK SESSIONS
None.
14 8) CLOSED SESSION
Mayor Meadows announced the closed session item and that the meeting will adjourn thereafter. He mentioned the next regular Council meeting will be held September 26, 2023, beginning at 6:30 p.m., in the Oakley City Council Chambers. He announced a five-minute break.
8.1 CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED LITIGATION-SIGNIFICANT
EXPOSURE TO LITIGATION
Pursuant to Government Code Section 54956.9(d)(2). One potential case.
The Council reconvened to its antechamber and heard the item. 9) ADJOURN
There being no further business, the meeting was adjourned at 8:45 p.m.
Respectively Submitted,
Libby Vreonis
City Clerk
15 MEMORANDUM
City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.CI.Oakley.CA.US Date: September 13, 2023
To: Mayor and City Councilmembers
From: Derek P. Cole, City Attorney
CC: Joshua McMurray, City Manager
Subject: Closed Session Report-Out Memo
For Consideration at the City Council Meeting of September 26, 2023 Background and Analysis
The City Council considered the following closed session item during its regular meeting held September 12, 2023:
CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED LITIGATIONSIGNIFICANT EXPOSURE TO LITIGATION Pursuant to Government Code Section 54956.9(d)(2). One potential case.
Direction was provided to staff. There was no reportable action.
Fiscal Impact
None.
Recommendation
Receive and file this report.
Attachments
None.
16 STAFF REPORT
City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.ci.oakley.ca.us DATE: September 26, 2023
TO: Joshua McMurray, City Manager
FROM: Kevin Rohani, P.E., Public Works Director/City Engineer SUBJECT: Adoption of a Resolution to Establish Special Speed Zones for Specific City Streets
Background and Analysis
The California Vehicle Code (CVC) requires that all speed limits in excess of 25 miles per hour be established on the basis of an engineering and traffic survey conducted in accordance with procedures adopted by Caltrans if they are to be enforceable by the use of police radar. These special speed zone surveys are required to be updated every seven (7) years to continue the use of radar enforcement by police officers.
Speed survey data was collected in April and May 2023 for preparation of the special speed zone surveys used to establish the speed limits recommended in the attached resolution.
In general, the speed limit of a roadway is set at the nearest five mile per hour interval where eighty-five percent of the vehicles travel at or below the speed, known as the 85th percentile or critical speed. Based on the engineering survey the speed limit can be adjusted downward depending on the physical characteristics of the road, such as abrupt changes in horizontal and/or vertical alignment, and pavement width, so as to enhance its safety. In order for speeding violations to be enforceable in court the Police Department must have current speed zone certifications on file at the courthouse.
The recommended speed limits contained in the attached resolution reflect the current traffic conditions on Bethel Island Road, Brown Road, Carpenter Road, Main Street, Neroly Road, Rose Avenue, and Vintage Parkway. The recommended speed limits include maintaining the existing posted speed limits on Bethel Island Road, Carpenter Road, four segments on Main Street, Neroly Road, and Rose Avenue and increasing the currently posted speed limit on Brown Road (Neroly Road to Carpenter Road), two segments of Main Street (Highway 160 to Big Break Road and Big Break Road to Empire Avenue), and Vintage Parkway (Main Street to Rutherford Lane) an additional 5 MPH from the existing speed limit. Adoption of these speed limits will allow enforcement by the use of Police radar.
The recommended speed limits shown in the attached resolution are based on an analysis of the traffic survey data and engineering and traffic studies. Adoption of the attached resolution will approve the recommendations and traffic order of the City Approved and
Forwarded to the
City Council
17 STAFF REPORT
City of Oakley | 3231 Main Street, Oakley, CA 94561 2
O (925) 625-7000 | F (925) 625-9859 | www.CI.Oakley.CA.US Engineer establishing the speed limits on the listed streets consistent with the California Vehicle Code and The City’s Municipal Code.
All traffic surveys used for development of the traffic order were prepared in accordance with the standards adopted by Caltrans. A copy of the surveys, along with a copy of the approved resolution, will be maintained in the Public Works and Engineering files, with a copy in the Police Department and a copy delivered to the Contra Costa County Traffic Court.
Consistency with the Oakley Strategic Plan 27+
This action is consistent with the Oakley Strategic Plan 27+ under the Community Health and Safety goal to provide safe streets. The adopted speed limits for these roadway sections allow the Police Department’s Traffic Enforcement Team to improve traffic safety by having an approved Engineering and Traffic Survey Report to enforce the required speed limits in our roadway network.
Fiscal Impact
Adoption of the resolution will maintain the existing signed speed limits on Bethel Island Road, Carpenter Road, four segments on Main Street, Neroly Road, and Rose Avenue, and establish a new speed limit on Brown Road (Neroly Road to Carpenter Road), two segments of Main Street (Highway 160 to Big Break Road and Big Break Road to Empire Avenue), and Vintage Parkway (Main Street to Rutherford Lane).
Existing speed limit signs will be replaced for the new speed limits, and additional signs will be installed as needed to increase motorist’s awareness of the speed limit and to advise radar enforcement. The cost of the replacement and additional signs is included in the current Public Works operations budget.
Staff Recommendation
Staff is recommending that the City Council adopt a resolution to approve the special speed zones being recommended by the City Engineer as a result of the most recent speed studies of Brown Road, two segments of Main Street (Highway 160 to Big Break Road and Big Break Road to Empire Avenue), and Vintage Parkway.
Attachments
1. Resolution
2. Engineering and Traffic Survey
18 Resolution No. XX-23 Page 1 of 2
RESOLUTION NO. XX-23
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKLEY ADOPTING A
TRAFFIC ORDER OF THE CITY ENGINEER ESTABLISHING SPEED LIMITS WHEREAS, in April and May of 2023, the City Engineer had engineering and traffic surveys conducted for purposes of establishing prima facie speed limits on specific City streets; and
WHEREAS, on August 30, 2023, a final Engineering and Traffic Survey Report was prepared by TJKM Transportation Consultants outlining the findings of the speed surveys and the recommendations to speed limits on certain roadway segments; and WHEREAS, based on the Engineering and Traffic Survey report, the following listed streets and speed limits are recommended by the City Engineer.
Street___________ Limits____________
Speed
Limit
__(mph)__
Study
Date_____
Bethel Island Road E. Cypress Road to Sandmound
Blvd.
50 4/26/2023
Brown Road Carpenter Road to Neroly Road 30 4/25/2023
Carpenter Road Empire Avenue to Brown Road 40 4/25/2023 Carpenter Road Brown Road to O’Hara Avenue 40 4/25/2023 Carpenter Road O’Hara Avenue to Rose Avenue 30 4/25/2023 Main Street Highway 160 to Big Break Road 50 4/25/2023
Main Street Big Break Road to Empire Avenue 45 4/26/2023 Main Street Rose Avenue to E. Cypress Road 45 4/26/2023 Main Street E. Cypress Road to Bernard Road 45 4/25/2023 19 Resolution No. XX-23 Page 2 of 2
Main Street Bernard Road to Delta Road 40 4/25/2023
Neroly Road Empire Avenue to Brown Road 35 4/25/2023
Neroly Road Brown Road to O’Hara Avenue 30 4/25/2023
Rose Avenue Main Street to W. Cypress Road 35 5/31/2023 Rose Avenue W. Cypress Road to Laurel Road 40 4/26/2023 Vintage Parkway Walnut Meadows to Main Street 35 5/31/2023 Main Street Empire Avenue to Teakwood
Drive
40 5/31/2023
NOW THEREFORE, the City Council of the City of Oakley hereby resolves to approve the recommendations and Traffic Order of the City Engineer as listed above.
PASSED AND ADOPTED by the City Council of the City of Oakley this 26th day of September 2023 by the following vote:
AYES:
NOES:
ABSENT:
ABSTENTIONS:
APPROVED:
___________________
Aaron Meadows, Mayor
ATTEST:
____________________ ___________________
Libby Vreonis, City Clerk Date
20 Engineering and Traffic Survey
August 30, 2023
City of Oakley, California
21 i
This Citywide Engineering and Traffic Survey has been prepared under the direction of a licensed Civil Engineer. The licensed Civil Engineer attests to the technical information contained therein, and has judged the qualifications of any technical specialists providing engineering data, which recommendations, conclusions and decisions are based. These surveys conform to Sections 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommend speed limits appropriate to facilitate the safe and orderly movement of traffic.
Prepared By:
____________________________
Chris D. Kinzel, PE, TE
Vice President, TJKM
4305 Hacienda Drive, Suite 550
Pleasanton, CA 94588-2798
Tel: 925.463.0611
Fax: 925.463.3691
22 ii
TABLE OF CONTENTS
1.0 Introduction ..................................................................................................................................................................................... 1
1.1 Relevant California Vehicle Code Sections ................................................................................................................. 6
2.0 Data Collection and Analysis ..................................................................................................................................................10
2.1 Radar Speed Surveys and Analysis ..............................................................................................................................10
2.2 Average Daily Traffic (ADT) Volumes ..........................................................................................................................11
2.3 Field Observations ..............................................................................................................................................................12
2.4 Traffic Collision Data ..........................................................................................................................................................16
3.0 Speed Limit Recommendations.............................................................................................................................................21 TABLES
Table 1: Survey Segments ................................................................................................................................................................. 3 Table 2: Speed Survey Summary ..................................................................................................................................................13 Table 3: Average Daily Traffic Volumes .....................................................................................................................................14 Table 4: Collision History Summary (Jan. 2017 – Dec. 2021) .............................................................................................17 Table 5: Comparison of Segment Collision Rates to Statewide Average Collision Rate ........................................19 Table 6: Recommended Speed Limits Summary ...................................................................................................................24
FIGURES
Figure 1: Types of Speed Limits ...................................................................................................................................................... 1 Figure 2: Survey Segments ............................................................................................................................................................... 4 Figure 3: Existing Speed Limits ........................................................................................................................................................ 5 Figure 4: Average Daily Traffic Volumes................................................................................................................................... 15 Figure 5: Collision Analysis ............................................................................................................................................................ 20 Figure 6: Recommended Speed Limit Changes .................................................................................................................... 23 Figure 7: Recommended Speed Limits ..................................................................................................................................... 25
APPENDICES
Appendix A: Recommended Speed Limit Certifications
Appendix B: Speed Survey Data Collection Forms
Appendix C: Average Daily Traffic (ADT) Volumes
Appendix D: Previous Recommended Speed Limit Certifications 23 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
1.0 INTRODUCTION
The California State Legislature sets in place the regulations for California speed limits and the California Vehicle Code (CVC) places these regulations into language used primarily for enforcement purposes.
Various jurisdictions have responsibility for roadways throughout California, including the responsibility to set speed limits on these roadways according to the standards and procedures established by Caltrans.
The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. February, 2020) are used in this study. These guidelines help in establishing speed limits that are uniform throughout the state and avoid influence from political pressure or emotional perceptions. The different types of speed limits are shown on Figure 1.
The purpose of this survey is to evaluate the posted speed limits for 15 street segments within the City of Oakley and recommend speed limit changes, if any, in accordance with the State of California regulations and guidelines. CVC Section 40802 requires that Engineering and Traffic Survey (E&TS) for speed limits should be conducted at least once every 5, 7 or 10 years based on established criteria. State and local agencies re-evaluate non-statutory speed limits on their street segments that have undergone a significant change in roadway characteristics or surrounding land uses since the speed limits were last reviewed.
Figure 1: Types of Speed Limits
Speed limits are established primarily for protecting the public from the behavior of reckless, unreliable, or dangerous drivers. Speed limits are generally established at or near the 85th percentile speed. The 85th percentile speed, also referred to as the critical speed, is defined as the speed at or below which 85 percent of traffic is moving in free flow conditions. Speed limits established on this basis conform to the consensus of those who drive on the roadways as to what speed is reasonable and safe under normal driving conditions.
Many factors influence drivers and their perception of the safe speed at which to operate a vehicle. These factors should be considered as a whole because it is not practical to consider each individually. The design and physical characteristics of the roadway place limitations on the safe operating speed of vehicles. These characteristics include:
Source: FHWA
24 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | Roadway geometrics, shoulder condition, grade, alignment, and sight distance Roadside development, zoning, and environment
Parking practices, bicycle and pedestrian activity
Driveway density
Signalized or stop-controlled intersections
Rural, residential or developed areas
This report presents the results of the E&TS conducted in April, 2023 for 15 street segments throughout the City of Oakley, and includes radar speed surveys, daily traffic counts, collision summary and analysis of roadway characteristics. The 15 survey segments included in the study are classified in the manner shown below:
Nine street segments are designated as “Arterial”
Seven street segments are designated as “Collector”
The street segments surveyed in this E&TS report are listed in Table 1 and shown in Figure 2. The existing speed limits for the survey segments are illustrated in Figure 3. 25 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | Table 1: Survey Segments
# Street Name Survey Limits Roadway
Classification
No. of
Lanes
Width1
(feet)
Ave.
Lane
width
(feet)
Length
(miles)
Existing
Speed Limit
(mph)
1 Bethel Island
Road
E. Cypress Road to
Sandmound Avenue Arterial 2 26 13 1.09 50
2 Brown Road Carpenter Road to
Neroly Road Collector 2 35 12 0.51 25
3 Carpenter Road Empire Avenue to
Brown Road Collector 2 25-38 14 0.49 40
4 Carpenter Road Brown Road to
O'Hara Avenue Collector 2 38 14 0.50 40
5 Carpenter Road O'Hara Avenue to
Rose Avenue Collector 2 25-38 12-18 0.49 30
6 Main Street SR-160 to Big Break
Road Arterial 4 65 12 1.13 45
7 Main Street Big Break Road to
Empire Avenue Arterial 4 78 12 0.45 40
8 Main Street Rose Avenue to E.
Cypress Road Arterial 2 - 4 48 - 80 12 0.53 45
9 Main Street E. Cypress Road to
Bernard Road Arterial 2 - 4 75 13 0.32 45
10 Main Street Bernard Road to
Delta Road Arterial 2 - 4 24 - 80 12 1.20 40
11 Neroly Road Empire Avenue to
Brown Road Arterial 4 80 12 0.73 35
12 Neroly Road Brown Road to
O'Hara Avenue Arterial 4 80 13 0.42 30
13 Rose Avenue Main Street to W.
Cypress Road Collector 2 22 11 0.31 35
14 Rose Avenue W. Cypress Road to
Laurel Road Collector 2 22 11 0.50 40
15 Vintage Parkway Walnut Meadows to
Main Street Collector 2 33 12 0.39 30
16 Main Street Empire Avenue to
Teakwood Drive Arterial 4 78 12 0.26 40
Notes: 1 Width represents curb-to-curb width as determined using Google Earth. 26 UNINCORPORATED
BRENTWOOD
ANTIOCH
UNINCORPORATED
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
1 2
3 4 5
6 7
8 9
10 11
12 14
13 15
16 0 0.5 1 2
Miles
Main Street - E Cypress Rd. to Bernard Rd.
Main Street - Bernard Rd. to Delta Rd.
Neroly Road - Empire Ave. to Brown Rd.
Neroly Road - Brown Rd. to O’Hara Ave.
Rose Avenue - Main St. to W. Cypress Rd.
Rose Avenue - W. Cypress Rd. to Laurel Rd.
Vintage Parkway - Rutherford Ln. to Main St.
Main Street - Empire Ave. to Teakwood Dr.
Bethel Island Road - East Cypress Rd. to Sandmound Ave.
Brown Road - Carpenter Rd. to Neroly Rd.
Carpenter Road - Empire Ave. to Brown Rd.
Carpenter Road - Brown Rd. to O’Hara Ave.
Carpenter Road - O’Hara Ave. to Rose Ave.
Main Street - Highway 160 to Big Break Rd.
Main Street - Big Break Rd. to Empire Ave.
Main Street - Rose Ave. to E. Cypress Rd.
Study Segments
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
Figure 2: Survey Locations
WALNUT MEADOWS DR
27 UNINCORPORATED
BRENTWOOD
ANTIOCH
UNINCORPORATED
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
1 2
3 4 5
6 7
8 9
10 11
12 14
13 15
16 Existing Speed Limits
40 mph
50 mph
XX City of Oakley
45 mph
XX Segment ID
25 mph
30 mph
35 mph
0 0.5 1 2
Miles
Main Street - E Cypress Rd. to Bernard Rd.
Main Street - Bernard Rd. to Delta Rd.
Neroly Road - Empire Ave. to Brown Rd.
Neroly Road - Brown Rd. to O’Hara Ave.
Rose Avenue - Main St. to W. Cypress Rd.
Rose Avenue - W. Cypress Rd. to Laurel Rd.
Vintage Parkway - Rutherford Ln. to Main St.
Main Street - Empire Ave. to Teakwood Dr.
Bethel Island Road - East Cypress Rd. to Sandmound Ave.
Brown Road - Carpenter Rd. to Neroly Rd.
Carpenter Road - Empire Ave. to Brown Rd.
Carpenter Road - Brown Rd. to O’Hara Ave.
Carpenter Road - O’Hara Ave. to Rose Ave.
Main Street - Highway 160 to Big Break Rd.
Main Street - Big Break Rd. to Empire Ave.
Main Street - Rose Ave. to E. Cypress Rd.
Study Segments
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
Figure 3: Existing Speed Limits
WALNUT MEADOWS DR
28 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
1.1 Relevant California Vehicle Code Sections
Applicable California Vehicle Code (CVC) Code sections for conducting an E&TS are summarized below:
CVC SECTION 235 – BUSINESS DISTRICT: An area in which at least 50 percent of the properties are used for business for a minimum distance of 400 feet on one side or 300 feet on both sides of a highway.
CVC SECTION 515 – RESIDENCE DISTRICT: An area outside of the Business District along a highway that has a minimum of 13 separate dwelling units on one side, or 16 on both sides within a distance of a quarter mile.
CVC SECTION 627 – ENGINEERING AND TRAFFIC SURVEY: A survey of highway and traffic conditions in accordance with methods determined by the California Department of Transportation (Caltrans) for use by state and local authorities, which shall include consideration of prevailing speeds as determined by traffic engineering measurements, accident records, and highway, traffic, and roadside conditions not readily apparent to the driver. Local authorities may also consider residential district density (as defined in Section 515) and pedestrian and bicyclist safety.
CVC SECTION 21400 – ROUNDING OF SPEED LIMITS: 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 lower 5 mph increment near the 85th instead of rounding up even when the higher 5 mph increment is closer. The engineer cannot then take a further reduction.
CVC SECTION 22349 – MAXIMUM SPEED LIMITS: Provides that no person shall drive a vehicle upon a highway at a speed greater than 65 mph. An exception to this, as stated in CVC Section 22356, is that Caltrans may increase the speed and these increases can only be made after consultation with the California Highway Patrol (CHP) and based on an engineering and traffic survey. Even if the maximum speed is raised, certain vehicles are still not permitted to be driven over 55 mph. These are listed below. Motor trucks having three or more axles or any truck towing another vehicle Passenger vehicles towing other vehicles
School buses transporting school pupils
Farm labor vehicles transporting passengers
Vehicles transporting explosives
CVC SECTION 22350 – BASIC SPEED LAW: Provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property. In other words, a driver violates the basic speed law if he or she is driving at unsafe speeds, even if that speed is lower than the posted regulatory speed limit sign. 29 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | CVC SECTION 22351 – SPEED LAW VIOLATIONS: States that the speed of any vehicle upon a highway not in excess of the limits specified in CVC Section 22352 or established as authorized in the CVC is lawful unless clearly proved to be in violation of the Basic Speed Law. This same section also states that the speed of any vehicle upon a highway in excess of the prima facie speed limits in CVC Section 22352 or established as authorized in the CVC is unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the Basic Speed Law at the time, place and under the conditions then existing.
CVC SECTION 22352 – PRIMA FACIE SPEED LIMITS: Establishes prima facie speed limits for local roads and streets. The term “prima facie”, as used in the CVC, is a speed limit that applies when no other specific speed limit is posted. It is a Latin term meaning “at first face” or “at first appearance”. It is also defined as “first view” and “before investigation”. Prima facie evidence is evidence sufficient to establish fact, or to raise presumption of fact, unless rebutted. These speed limits shall be applicable unless changed as authorized in the CVC and, if so changed, only when signs have been erected giving notice thereof. It sets two speed limits covering six classes of location.
A speed limit of 15 MPH applies at railroad crossings, at uncontrolled highway intersections with obstructed view, and on alleys. A speed limit of 25 MPH applies on any highway other than State highways in any business or residence district, unless a different limit is established by procedures described in the CVC. The 25 MPH limit also applies in school zones.
CVC SECTION 22357 (INCREASE OF LOCAL SPEED LIMITS TO 65 MPH) AND CVC SECTION 22358 (DECREASE OF LOCAL SPEED LIMITS): Authorizes local authorities to establish prima facie speed limits on streets and roads under their jurisdiction, on the basis of an engineering and traffic survey.
CVC SECTION 22358.3 (DECREASE ON NARROW STREETS) AND CVC SECTION 22358.4 (DECREASE OF LOCAL LIMITS NEAR SCHOOLS OR SENIOR CENTERS): Authorizes local agencies to reduce prima facie speed limits to 20 or 15 mph on narrow streets (with roadway width less than 25 feet), school zones, or senior centers on the basis of engineering and traffic surveys.
CVC SECTION 22358.5 – DOWNWARD SPEED ZONING: Physical conditions such as width, curvature, grade, and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning.
CVC SECTION 22358.6 – ROUNDING SPEED LIMIT: Allows to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic. However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment. A local authority may additionally lower the speed limit as provided in Sections 22358.7 and 22358.8.
30 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | CVC SECTION 22358.7 – ADDITIONAL 5 MPH REDUCTION: Allows additional 5 mph reduction for either of the following reasons:
(1) The portion of highway has been designated as a safety corridor. (2) The portion of highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those from vulnerable groups such as children, seniors, persons with disabilities, and the unhoused.
CVC SECTION 22358.8 – RETAIN THE CURRENT SPEED LIMIT: Authorizes to retain the current speed limit or restore the immediately prior speed limit if that speed limit was established with an engineering and traffic survey and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit.
CVC SECTION 40802 (A)(2) – PRIMA FACIE SPEED LIMITS: Provides that prima facie speed limits established under CVC Sections 22352(b)(1), 22354, 22357, 22358, and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey within the last five years. This CVC section does not apply to a local street, road or school zone.
CVC SECTION 40802 (B) – PRIMA FACIE SPEED LIMITS: For purposes of this section, a local street or road is one that is functionally classified as "local" on the "California Road System Maps," that are approved by the Federal Highway Administration and maintained by the Department of Transportation.
When a street or road does not appear on the "California Road System Maps," it may be defined as a "local street or road" if it primarily provides access to abutting residential property and meets the following three conditions:
Roadway width of not more than 40 feet.
Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in CVC Section 445.
Not more than one traffic lane in each direction.
CALIFORNIA ASSEMBLY BILL 43: A new California law was approved by the Governor on October 8, 2021 (effective January 1, 2022) that deals with various aspects of establishing and enforcing speed limits.
Currently, speed limits in residential districts and business districts are 25 mph, but not on state highways.
Now, state highways are included in this provision. Currently a local authority and Caltrans may establish speed limits from 65 mph to 25 mph on their roadways based on speed studies prescribed by Caltrans.
The new law also allows speeds of 20 mph and 15 mph to be established on the same basis. Current law allows speed limits to be automatically set near school grounds without a study. The new law extends this provision to business districts.
When establishing speed studies, the current provisions require rounding the results of the 85th percentile speeds to the nearest 5 mph increment. The new law allows rounding to the lower 5 mph 31 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | increment. An additional 5 mph reduction is allowed based on a number of factors, which now includes the presence of a “safety corridor”, which is a roadway that generates high concentrations of bicyclists or pedestrians, especially the young, the old, those disabled, and those unhoused. A local agency may designate up to 20 percent of its streets as safety corridors. Safety corridors can be identified as those highways with high collision rates involving serious injuries and fatalities. The net effect of such changes is likely to results in lower speed limits in many California cities and counties.
Current law allows public agencies to extend the effective dates of speed limits to seven and ten years if a registered engineer indicates that no significant changes have occurred. The new law extends this to 14 years. The new law also addresses enforcement procedures when speed limits have been reduced to require the use of warning citations for the first 30 days. 32 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
2.0 DATA COLLECTION AND ANALYSIS
The basic purpose of this study was to evaluate selected arterial, collector and local streets within the City of Oakley limits and to recommend appropriate speed limit revisions consistent with current laws and practices of California. The TJKM team, in coordination with the City of Oakley staff, conducted the E&TS.
The data collection procedure and speed survey analysis methodology are briefly discussed below:
2.1 Radar Speed Surveys and Analysis
The speed surveys involve the use of radar guns to collect sample speeds on selected street segments. A key aspect for conducting the surveys is to ensure that street segments with unique characteristics are individually surveyed. The most crucial component of a speed zone survey is the selection of locations for the data collection task. The prevailing speed at the data collection point was selected to be representative of the entire speed zone area.
The project team worked with the City of Oakley staff and finalized the 15 street segments to be analyzed in this E&TS. Radar speed surveys were conducted in April, 2023 on days with fair weather, clear visibility and dry pavement conditions. The survey locations were selected where the prevailing speeds were representative of the entire street segment and not too close to any traffic control device. The selected locations were situated beyond the influence of stops, dips, curves, parked vehicles and any other condition that may affect the normal rate of travel. An effort was made to ensure that the presence of radar survey equipment did not affect the speed of the traffic being surveyed.
The radar speed surveys for each roadway segment was conducted using calibrated radar equipment by certified technicians. Most samples sizes for a particular segment included 100-200 vehicles. In case of low volume roadways, surveys were conducted for a minimum review of 90 minutes.
A Speed Survey Form was used to collect and summarize the following attributes:
Street surveyed
Precise location
Street direction
Date/day of the survey
Start time & end time of survey
Number of vehicles surveyed
85th percentile speed, 50th percentile speed, 10 mile pace Percent and number of vehicles observed within the 10 mph pace speed Percent and number of vehicles observed below pace
Percent and number of vehicles observed above pace
Range of speeds observed and standard deviation
33 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | A description of some of the attributes is provided below:
50TH PERCENTILE SPEED (MEDIAN SPEED): The speed above and below which 50 percent of the sample speeds were observed.
85TH PERCENTILE SPEED (CRITICAL SPEED): The speed at or below which 85 percent of the sample speeds were observed. The 85th percentile speed of a spot speed survey is the primary indicator of the appropriate speed limit for a section of the roadway.
10 MPH PACE SPEED: The 10 mph increment (range) of speeds containing the greatest number of vehicles. In most cases, the 85th percentile speed and the recommended speed lie within the range, frequently in the middle to upper range of the interval. The percent of vehicles that fall within the pace speed is an indicator of the bunching of vehicular speeds. The number of observed vehicles within the 10 mph pace is often between 40 and 80 percent of the entire sample.
AVERAGE SPEED: The average speed is simply the cumulative speed divided by the number of observed vehicles.
SPEED RANGE: The range of speed is the speed of the fastest and slowest vehicles observed. A large range of speeds (in excess of 30 mph, for example) indicates less favorable conditions than a smaller range. The greater the range, the more inconsistency in travel speeds with a greater likelihood of traffic collisions. In general, uniform speeds result in the smooth progression of traffic.
The radar speed survey data was compiled and analyzed to determine the 50th percentile speed, 85th percentile speed, average speed, speed range, 10 mph pace speed and the percent of vehicles observed within the 10 mph pace.
Table 2 presents the speed survey summary with existing speed limits, median speed, critical speed, 10 mile pace speed, and the percent of vehicles observed within pace. The completed speed survey forms for all 15 study segments are included in Appendix B.
2.2 Average Daily Traffic (ADT) Volumes
The TJKM team collected average daily traffic (ADT) counts for all study segments. These counts were used to determine the accident rates for each segment, which in turn was used as a factor in determining the appropriate speed limit for each segment. Table 3 summarizes the roadway classification and average daily traffic volumes for all of the study segments. The existing average daily traffic volumes for the survey segments are illustrated in Figure 4. The collected summary sheets are available in Appendix C. 34 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
2.3 Field Observations
A final field check was conducted by driving each study segment while “floating” with prevailing traffic to determine the speed of traffic that is reasonable from the engineer’s viewpoint. The traffic engineer evaluates the appropriateness of the 85th percentile speed and adds the perspective of human judgment to set the appropriate speed limit. Factors such as roadside development, the number and location of driveways, parked vehicles; emergency shoulder areas, schools and playgrounds, areas frequented by pedestrians, horizontal and vertical alignment of the roadway, intersection spacing, visibility and control, landscaping, street fixtures, and other less tangible factors, all contribute to finalizing the recommended speed limits.
35 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | Table 2: Speed Survey Summary
# Street Survey Limits
Existing Speed
Limit
(mph)
# Speed
Data
Collected
Median
Speed
85th
Percentile
10-
Mile
Pace
Percent
w/in
Pace
1 Bethel Island
Road
E. Cypress Road to
Sandmound Avenue 50 109 44 50 36-45 72%
2 Brown Road Carpenter Road to
Neroly Road
25 81 32 38 26-35 81%
3 Carpenter
Road
Empire Avenue to
Brown Road
40 110 42 46 37-46 78%
4 Carpenter
Road
Brown Road to
O'Hara Avenue 40 114 42 46 37-46 87%
5 Carpenter
Road
O'Hara Avenue to
Rose Avenue
30 113 33 35 28-37 96%
6 Main Street SR-160 to Big Break
Road
45 190 50 55 46-55 72%
7 Main Street Big Break Road to
Empire Avenue
40 170 44 51 39-48 58%
8 Main Street Rose Avenue to E.
Cypress Road 45 125 42 47 39-48 65%
9 Main Street E. Cypress Road to
Bernard Road
45 166 46 51 41-50 69%
10 Main Street Bernard Road to
Delta Road
40 146 43 48 39-48 83%
11 Neroly Road Empire Avenue to
Brown Road
35 104 38 43 34-43 72%
12 Neroly Road Brown Road to
O'Hara Avenue 30 139 39 45 34-43 70%
13 Rose
Avenue
Main Street to W.
Cypress Road 35 114 32 39 27-36 62%
14 Rose
Avenue
W. Cypress Road to
Laurel Road
40 118 40 47 33-42 58%
15 Vintage
Parkway
Walnut Meadows to
Main Street 30 143 37 42 33-42 77%
16 Main Street Empire Avenue to
Teakwood Drive
40 200 42 46 38-47 76%
36 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | Table 3: Average Daily Traffic Volumes
# Street Survey Limits Direction Roadway
Classification NB/EB SB/WB
Avg.
Daily
Traffic
1 Bethel Island
Road
E. Cypress Road to Sandmound
Avenue NB/SB Arterial 3,627
3,442
7,069
2 Brown Road Carpenter Road to Neroly Road NB/SB Collector 963
737
1,700
3 Carpenter
Road Empire Avenue to Brown Road EB/WB Collector 2,507
2,283
4,790
4 Carpenter
Road Brown Road to O'Hara Avenue EB/WB Collector 2,603
2,332
4,935
5 Carpenter
Road O'Hara Avenue to Rose Avenue EB/WB Collector 1,822
1,606
3,428
6 Main Street SR-160 to Big Break Road EB/WB Arterial
11,537
10,754
22,291
7 Main Street Big Break Road to Empire
Avenue NB/SB Arterial 8,813
9,867
18,680
8 Main Street Rose Avenue to E. Cypress
Road EB/WB Arterial 6,461
6,086
12,547
9 Main Street E. Cypress Road to Bernard
Road NB/SB Arterial 9,428
9,248
18,676
10 Main Street Bernard Road to Delta Road NB/SB Arterial 7,250
6,909
14,159
11 Neroly Road Empire Avenue to Brown Road EB/WB Arterial 3,981
4,213
8,194
12 Neroly Road Brown Road to O'Hara Avenue EB/WB Arterial 3,397
3,237
6,634
13 Rose Avenue Main Street to W. Cypress Road NB/SB Collector 399
983
1,382
14 Rose Avenue W. Cypress Road to Laurel
Road NB/SB Collector 1,196
1,583
2,779
15 Vintage
Parkway Walnut Meadows to Main Street NB/SB Collector 2,435
2,454
4,889
16 Main Street Empire Avenue to Teakwood
Drive EB/WB Arterial 10,177
8,961
19,138
37 UNINCORPORATED
BRENTWOOD
ANTIOCH
UNINCORPORATED
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
WALNUT MEADOWS DR
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
7,069
14,159
22,291
8,194
18,680
1,700
4,935
2,779
4,790 3,428
4,889
6,634
12,547
1,382
18,676
18,680
Daily Traffic Count
Segment
Roads
XX City of Oakley
XXXX Daily Traffic Count
0 0.5 1 2
Miles
Main Street - E Cypress Rd. to Bernard Rd.
Main Street - Bernard Rd. to Delta Rd.
Neroly Road - Empire Ave. to Brown Rd.
Neroly Road - Brown Rd. to O’Hara Ave.
Rose Avenue - Main St. to W. Cypress Rd.
Rose Avenue - W. Cypress Rd. to Laurel Rd.
Vintage Parkway - Rutherford Ln. to Main St.
Main Street - Empire Ave. to Teakwood Dr.
Study Segments
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
Bethel Island Road - East Cypress Rd. to Sandmound Ave.
Brown Road - Carpenter Rd. to Neroly Rd.
Carpenter Road - Empire Ave. to Brown Rd.
Carpenter Road - Brown Rd. to O’Hara Ave.
Carpenter Road - O’Hara Ave. to Rose Ave.
Main Street - Highway 160 to Big Break Rd.
Main Street - Big Break Rd. to Empire Ave.
Main Street - Rose Ave. to E. Cypress Rd.
Figure 4: Average Daily Tra c
38 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
2.4 Traffic Collision Data
Collisions reported at study roadway segments were obtained from the Statewide Integrated Traffic Records System (SWITRS) database for a period of 5 years from January 2017 to December 2021. Collision rates are a significant factor in determining the appropriate speed limits.
Table 4 summarizes the type and the total number of collisions for all study segments. Table 5 summarizes the collision rate for the study segments in comparison with the statewide averages.
Definitions for Collision Types: The types of collisions and their definitions as defined by CHP are listed below:
Head-On: Two motor vehicles, approaching from opposite directions, make direct contact. For example, the front of one vehicle collides with the front of another, or prior to impact, one vehicle skids sideways, causing the side of the skidding vehicle to collide with the front of the other.
Sideswipe: One motor vehicle strikes the side of another with a glancing blow. For example, two vehicles are proceeding in the same direction or from opposite directions, and the side of one vehicle strikes the side of the other.
Rear End: Two motor vehicles, traveling in the same direction, make direct contact. For example, the front of one vehicle strikes the rear of another vehicle, or Vehicle #1 approaches Vehicle #2 from the rear and skids sideways during a braking action, causing the side of Vehicle #1 to strike the rear of Vehicle #2.
Broadside: One motor vehicle strikes another vehicle at an angle greater than that of a sideswipe.
Hit Object: A motor vehicle strikes a fixed object or other object.
Overturned: A motor vehicle overturns and no prior collision or hitting an object caused the overturning. This would include a motorcyclist losing control, causing the vehicle to lie down on its side.
Auto/Ped: A vehicle strikes a pedestrian.
Other: A collision not covered in the preceding elements. This entry shall be explained in the narrative, such as a vehicle involved with - a bicycle, train, or animal; an automobile fire; passengers falling or jumping from a vehicle; a vehicle backing; a bicycle involved with a pedestrian or another bicycle, etc.
39 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | Table 4: Collision History Summary (Jan. 2017 – Dec. 2021) # Street Name Survey Limits Number of
Collisions
Collision Type Collision Severity
HeadOnSideswipeRear
End
Broad
side
Hit
Object
OverturnedAuto
/ Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
1 Bethel Island
Road
E. Cypress Road to
Sandmound Avenue 15 5 2 0 4 4 0 0 0 1 0 0 3 11
2 Brown Road Carpenter Road to
Neroly Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3 Carpenter
Road
Empire Avenue to
Brown Road 8 3 1 2 1 1 0 0 0 0 0 0 2 6
4 Carpenter
Road
Brown Road to O'Hara
Avenue 3 1 1 0 1 0 0 0 0 0 0 0 1 2
5 Carpenter
Road
O'Hara Avenue to
Rose Avenue 5 0 0 1 3 1 0 0 0 0 0 0 1 4
6 Main Street SR-160 to Big Break
Road 68 2 15 23 15 9 0 2 2 0 4 2 10 52
7 Main Street Big Break Road to
Empire Avenue 28 0 5 7 10 4 0 1 1 0 1 1 8 18
8 Main Street Rose Avenue to E.
Cypress Road 13 0 2 6 2 1 0 2 0 0 0 1 3 9
9 Main Street E. Cypress Road to
Bernard Road 24 2 0 10 7 3 1 0 1 0 0 2 6 16
10 Main Street Bernard Road to Delta
Road 63 8 8 16 18 12 0 0 1 0 2 3 14 44
11 Neroly Road Empire Avenue to
Brown Road 18 2 1 1 7 6 0 1 0 0 0 3 5 10
12 Neroly Road Brown Road to O'Hara
Avenue 11 0 1 1 5 4 0 0 0 0 0 0 2 9
40 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | # Street Name Survey Limits Number of
Collisions
Collision Type Collision Severity
HeadOnSideswipeRear
End
Broad
side
Hit
Object
OverturnedAuto
/ Ped Other Fatal Severe Injury
Other
Visible
Injury
Injury:
Complaint
of Pain
Property
Damage
Only
13 Rose Avenue Main Street to W.
Cypress Road 5 0 1 0 4 0 0 0 0 0 0 0 0 5
14 Rose Avenue W. Cypress Road to
Laurel Road 9 0 0 3 4 2 0 0 0 0 0 0 1 8
15 Vintage
Parkway
Walnut Meadows to
Main Street 8 2 0 1 3 1 0 1 0 0 0 1 1 6
16 Main Street Empire Avenue to
Teakwood Drive 18 2 2 8 3 2 0 0 1 0 0 3 1 14
41 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | Table 5: Comparison of Segment Collision Rates to Statewide Average Collision Rate # Street Survey Limits Roadway
Class.
# of Collisions
(January 2019 -
December 2020)
Collision
Rate
State
Avg.
Collision
Rate
(2018)
Less than
State
Average?
1 Bethel Island
Road
E. Cypress Road to Sandmound
Avenue Arterial 15 1.07 1.08 YES
2 Brown Road Carpenter Road to Neroly Road Collector 0 0.00 1.08 YES 3 Carpenter
Road Empire Avenue to Brown Road Collector 8 1.85 1.08 NO 4 Carpenter
Road Brown Road to O'Hara Avenue Collector 3 0.67 1.08 YES 5 Carpenter
Road O'Hara Avenue to Rose Avenue Collector 5 1.62 1.08 NO 6 Main Street SR-160 to Big Break Road Arterial 68 1.48 1.44 NO 7 Main Street Big Break Road to Empire
Avenue Arterial 28 1.81 0.97 NO
8 Main Street Rose Avenue to E. Cypress
Road Arterial 13 1.08 1.08 YES
9 Main Street E. Cypress Road to Bernard
Road Arterial 24 2.22 1.08 NO
10 Main Street Bernard Road to Delta Road Arterial 63 2.03 1.08 NO 11 Neroly Road Empire Avenue to Brown Road Arterial 18 1.64 0.97 NO 12 Neroly Road Brown Road to O'Hara Avenue Arterial 11 2.18 0.97 NO 13 Rose Avenue Main Street to W. Cypress Road Collector 5 6.36 1.08 NO 14 Rose Avenue W. Cypress Road to Laurel
Road Collector 9 3.53 1.08 NO
15 Vintage
Parkway Walnut Meadows to Main Street Collector 8 2.28 1.08 NO 16 Main Street Empire Avenue to Teakwood
Drive Arterial 18 1.96 0.97 NO
42 UNINCORPORATED
BRENTWOOD
ANTIOCH
UNINCORPORATED
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
1 2
3 4 5
6 7
8 9
10 11
12 14
13 15
16 Collision Analysis
Collision Rate Above Statewide Average
Roads
XX City of Oakley
Collision Rate Below Statewide Average
XX Segment ID
16 Main Street - E Cypress Rd. to Bernard Rd.
Main Street - Bernard Rd. to Delta Rd.
Neroly Road - Empire Ave. to Brown Rd.
Neroly Road - Brown Rd. to O’Hara Ave.
Rose Avenue - Main St. to W. Cypress Rd.
Rose Avenue - W. Cypress Rd. to Laurel Rd.
Vintage Parkway - Rutherford Ln. to Main St.
Main Street - Empire Ave. to Teakwood Dr.
Bethel Island Road - East Cypress Rd. to Sandmound Ave.
Brown Road - Carpenter Rd. to Neroly Rd.
Carpenter Road - Empire Ave. to Brown Rd.
Carpenter Road - Brown Rd. to O’Hara Ave.
Carpenter Road - O’Hara Ave. to Rose Ave.
Main Street - Highway 160 to Big Break Rd.
Main Street - Big Break Rd. to Empire Ave.
Main Street - Rose Ave. to E. Cypress Rd.
0 0.5 1 2
Miles
Study Segments
Figure 5: Collision Analysis
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 WALNUT MEADOWS DR
43 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
3.0 SPEED LIMIT RECOMMENDATIONS
The setting of speed limits requires a rational and defensible procedure to maintain the confidence of the public and legal systems. Speed limit determinations rely on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of drivers; one will be able to select a speed limit that is both reasonable and effective by measuring drivers' speeds.
In 2004, in order to better conform to the standards established in the Federal Highway Administration’s Manual on Uniform Traffic Control Devices (MUTCD), the speed zoning section of the California MUTCD was changed to require rounding the 85th percentile to the nearest 5 mph increment rather than the lower 5 mph increment.
This specific guideline revision resulted in raising certain street speed limits and has become a challenge to state and local jurisdictions.
In 2007, the California Traffic Control Devices Committee (CTCDC) ruled to approve a language change in the CA MUTCD to clarify how local speed limits should be set. Caltrans ultimately issued a Traffic Operations Policy Directive (No. 09-04), effective July 1, 2009, which clearly defined these changes and incorporated new requirements into the CA MUTCD. The changes are summarized below:
Posted speed limits will be set "rounded to the nearest" 5 mph increment of the 85th percentile speed. Jurisdictions can lower this speed by an additional 5 mph based on and justified by conditions and factors cited in the California Vehicle Code.
Studies of the effects of establishing, raising and lowering speed limits include federal studies FHWA-RD-92-084 and FHWA-RD-98-154. These studies demonstrate that the most effective attribute in establishing the speed limit is to determine the 85th percentile speed and set the posted speed close to that value. The empirical data in these studies demonstrates that setting the speed limit too high or too low can increase collisions. Speed limits that are set near the 85th percentile speed of free flowing traffic are safer and produce less variance in vehicle speeds. Because of this, the 85th percentile is used to establish the upper limit of operating speeds that are considered reasonable and prudent. In addition, setting the speed limit arbitrarily low often makes violators of a disproportionate number of drivers, does not facilitate the orderly movement of traffic, and requires constant enforcement to maintain compliance.
The 2014 Edition of the CA MUTCD requires as a standard that a speed limit shall be established at the nearest 5 mph increment of the 85th percentile speed, except that the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th percentile speed in compliance with CVC Sections 627 and CVC 22358.5.
According to CVC 21400, for cases in which the nearest 5 mph increment of the 85th percentile speed would require rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed if no further reduction is used. The following examples are provided to explain the application of these speed limit criteria:
If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit could be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. The 35 mph 44 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | established speed limit can be reduced by additional 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.
If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit could 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 justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.
Section 2B.13 of the 2014 CA MUTCD further states that justification for reducing speed limits can be based on residential density, pedestrian/bicyclist safety and other factors not readily apparent to drivers but essential to meet the traffic safety needs of the community. The following factors may be considered to adjust and determine the final speed limits:
Road characteristics, shoulder condition, grade, alignment, and sight distance 10 mph pace speed (a 10 miles per hour range in which the highest number of data is recorded) Roadside development and environment
Parking practices and bicycle/pedestrian activity
Reported crash experience for at least a 12-month period The guidelines from the California Manual for Setting Speed Limits published by Caltrans (Rev. February, 2020) published by Caltrans were followed in this study. Figure 6 shows recommended speed limit changes to particular segments based on the guidelines and speed data analysis discussed above. The recommended speed limits for all 15 segments are shown in Table Error! Bookmark not defined. and Figure 7. The speed limit for each study segment was recommended after determining the average speed, 85th percentile speed, pace speed and considering other significant factors such as existing land use, roadway design characteristics and accident rates. Appendix A presents the results of the traffic survey analyses, which include prevailing speed data, collision history, traffic factors, and roadway conditions. The recommended speed limit for each street segment is also shown with a comment on the rationale for the recommendation. 45 UNINCORPORATED
BRENTWOOD
ANTIOCH
UNINCORPORATED
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
1 2
3 4 5
6 7
8 9
10 11
12 14
13 15
16 Changes to Speed Limits
XX
Speed increase by 5 mph
Speed remains same
Speed decrease by 5 mph
Roads
XX City of Oakley
XX Segment ID
0 0.5 1 2
Miles
16 Main Street - E Cypress Rd. to Bernard Rd.
Main Street - Bernard Rd. to Delta Rd.
Neroly Road - Empire Ave. to Brown Rd.
Neroly Road - Brown Rd. to O’Hara Ave.
Rose Avenue - Main St. to W. Cypress Rd.
Rose Avenue - W. Cypress Rd. to Laurel Rd.
Vintage Parkway - Rutherford Ln. to Main St.
Main Street - Empire Ave. to Teakwood Dr.
Bethel Island Road - East Cypress Rd. to Sandmound Ave.
Brown Road - Carpenter Rd. to Neroly Rd.
Carpenter Road - Empire Ave. to Brown Rd.
Carpenter Road - Brown Rd. to O’Hara Ave.
Carpenter Road - O’Hara Ave. to Rose Ave.
Main Street - Highway 160 to Big Break Rd.
Main Street - Big Break Rd. to Empire Ave.
Main Street - Rose Ave. to E. Cypress Rd.
Study Segments
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 Figure 6: Recommended Speed Limit Changes
WALNUT MEADOWS DR
46 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y | Table 6: Recommended Speed Limits Summary
# Street Survey Limits Roadway
Classification
Width
(feet)
Avg.
Lane
Width
(feet)
Speed (mph)
Existing 85th
Percentile Recom. Changes to Existing
1 Bethel
Island Road
E. Cypress Road to
Sandmound Avenue Arterial 26 13 50 50 50 0
2 Brown
Road
Carpenter Road to
Neroly Road Collector 35 12 25 38 30 5
3 Carpenter
Road
Empire Avenue to
Brown Road Collector 25-38 14 40 46 40 0
4 Carpenter
Road
Brown Road to
O'Hara Avenue Collector 38 14 40 46 40 0
5 Carpenter
Road
O'Hara Avenue to
Rose Avenue Collector 25-38 12-18 30 35 30 0
6 Main Street SR-160 to Big Break
Road Arterial 65 12 45 55 50 5
7 Main Street Big Break Road to
Empire Avenue Arterial 78 12 40 51 45 5
8 Main Street Rose Avenue to E.
Cypress Road Arterial 48 - 80 12 45 47 45 0
9 Main Street E. Cypress Road to
Bernard Road Arterial 75 13 45 51 45 0
10 Main Street Bernard Road to
Delta Road Arterial 24 - 80 12 40 48 40 0
11 Neroly
Road
Empire Avenue to
Brown Road Arterial 80 12 35 43 35 0
12 Neroly
Road
Brown Road to
O'Hara Avenue Arterial 80 13 30 45 30 0*
13 Rose
Avenue
Main Street to W.
Cypress Road Collector 22 11 35 39 35 0
14 Rose
Avenue
W. Cypress Road to
Laurel Road Collector 22 11 40 47 40 0
15 Vintage
Parkway
Walnut Meadows to
Main Street Collector 33 12 30 42 35 5
16 Main Street Empire Avenue to
Teakwood Drive Arterial 78 12 40 46 40 0
* The results of the prior E&TS conducted in 2016 remain valid and have been used in accordance with AB 43 as described above in section 1.1.
47 UNINCORPORATED
BRENTWOOD
ANTIOCH
UNINCORPORATED
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
E CYPRESS RD
SELLERS AVE
EMPIRE RD
MAIN ST
LIVE OAK AVE
DELTA DE ANZA
JERSEY ISLAND RD
BROWN RD
BIG BREAK RD
HILL AVE
VINTAGE PKWY
LAUREL RDROSE AVE
ELM LN
HAGAR LN
NEROLY RD
W CYPRESS RD
MAIN ST
MAIN ST
NEROLY RD
BETHEL ISLAND RD SANDMOUND AVE
CARPENTER RD O’HARA AVE
TEAKWOOD DR
BERNARD RD
DELTA RD
1 2
3 4 5
6 7
8 9
10 11
12 14
13 15
16 Recommended Speed Limits
40 mph
50 mph
XX City of Oakley
45 mph
XX Segment ID
25 mph
30 mph
35 mph
0 0.5 1 2
Miles
16 Main Street - E Cypress Rd. to Bernard Rd.
Main Street - Bernard Rd. to Delta Rd.
Neroly Road - Empire Ave. to Brown Rd.
Neroly Road - Brown Rd. to O’Hara Ave.
Rose Avenue - Main St. to W. Cypress Rd.
Rose Avenue - W. Cypress Rd. to Laurel Rd.
Vintage Parkway - Rutherford Ln. to Main St.
Main Street - Empire Ave. to Teakwood Dr.
Bethel Island Road - East Cypress Rd. to Sandmound Ave.
Brown Road - Carpenter Rd. to Neroly Rd.
Carpenter Road - Empire Ave. to Brown Rd.
Carpenter Road - Brown Rd. to O’Hara Ave.
Carpenter Road - O’Hara Ave. to Rose Ave.
Main Street - Highway 160 to Big Break Rd.
Main Street - Big Break Rd. to Empire Ave.
Main Street - Rose Ave. to E. Cypress Rd.
Study Segments
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 Figure 7: Recommended Speed Limits
WALNUT MEADOWS DR
48 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
APPENDIX A
RECOMMENDED SPEED LIMIT CERTIFICATIONS
49 Segment #1
Street: Bethel Island Road
Limits: E. Cypress Road to Sandmound Avenue
Direction: NB/SB
Date /Location of Survey 45042, Bet. Cypress Rd. & Sandmound Blvd.
Posted Speed Limit (mph) 50
# Speed Data Collected 109
85th Percentile (mph) 50
10 mph Pace 36-45
Percent in Pace 72%
Average Daily Traffic (ADT) 7,069
Length of Segment (mi.) 1.09
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 15
Accident Rate (Acc/MVM) 1.07
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 50
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 50
Signed:
Title:
D. Roadway Conditions
Undeveloped on both sides
Two- to four-lane undivided arterial through undeveloped land. Mostly straight, with a single horizontal curve near E. Cypress Road. Widens to 4 lanes near E. Cypress Road.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 50 Segment #2
Street: Brown Road
Limits: Carpenter Road to Neroly Road
Direction: NB/SB
Date /Location of Survey 45041, Bet. Lavender Way & Neroly Rd.
Posted Speed Limit (mph) 25
# Speed Data Collected 81
85th Percentile (mph) 38
10 mph Pace 26-35
Percent in Pace 81%
Average Daily Traffic (ADT) 1,700
Length of Segment (mi.) 0.51
Street Classification Collector
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 0
Accident Rate (Acc/MVM) 0.00
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
Yes
Recommended Speed Limit: 30
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 25
Signed:
Title:
D. Roadway Conditions
Single family homes on both sides, accessed via Lavender Way, and Fremont High School.
Two-lane undivided collector through a residential area, with two alternating horizontal curves, continuous sidewalks, and bike lanes on both sides.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 51 Segment #3
Street: Carpenter Road
Limits: Empire Avenue to Brown Road
Direction: EB/WB
Date /Location of Survey 45041, Bet. Heathrow Dr. & Amaryllis St.
Posted Speed Limit (mph) 40
# Speed Data Collected 110
85th Percentile (mph) 46
10 mph Pace 37-46
Percent in Pace 78%
Average Daily Traffic (ADT) 4,790
Length of Segment (mi.) 0.49
Street Classification Collector
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 8
Accident Rate (Acc/MVM) 1.85
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 40
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 40
Signed:
Title:
D. Roadway Conditions
Mostly single family homes on both sides, accessed via side streets, and Almond Grove Elementary School Two lane undivided collector through a residential area, mostly straight, with continuous sidewalks on the north side and bike lanes on both sides along the eastern portion of the segment.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 52 Segment #4
Street: Carpenter Road
Limits: Brown Road to O'Hara Avenue
Direction: EB/WB
Date /Location of Survey 45041, Bet. Brown Rd. & Vineyard Dr.
Posted Speed Limit (mph) 40
# Speed Data Collected 114
85th Percentile (mph) 46
10 mph Pace 37-46
Percent in Pace 87%
Average Daily Traffic (ADT) 4,935
Length of Segment (mi.) 0.50
Street Classification Collector
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 3
Accident Rate (Acc/MVM) 0.67
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 40
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 40
Signed:
Title:
D. Roadway Conditions
Single family homes on both sides, mostly accessed via side streets Two lane undivided collector, mostly straight, with continuous sidewalks on the north side and bike lanes on both sides along the western portion of the segment.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 53 Segment #5
Street: Carpenter Road
Limits: O'Hara Avenue to Rose Avenue
Direction: EB/WB
Date /Location of Survey 45041, Bet. Cinnamon Ridge Dr. & Rose Ave.
Posted Speed Limit (mph) 30
# Speed Data Collected 113
85th Percentile (mph) 35
10 mph Pace 28-37
Percent in Pace 96%
Average Daily Traffic (ADT) 3,428
Length of Segment (mi.) 0.49
Street Classification Collector
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 5
Accident Rate (Acc/MVM) 1.62
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 30
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 30
Signed:
Title:
D. Roadway Conditions
Single family homes and undeveloped land, with some agriculture Two lane undivided collector, straight, with an isolated segment of sidewalk on the north side.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 54 Segment #6
Street: Main Street
Limits: SR-160 to Big Break Road
Direction: EB/WB
Date /Location of Survey 45042, W/O Live Oak Ave.
Posted Speed Limit (mph) 45
# Speed Data Collected 190
85th Percentile (mph) 55
10 mph Pace 46-55
Percent in Pace 72%
Average Daily Traffic (ADT) 22,291
Length of Segment (mi.) 1.13
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 68
Accident Rate (Acc/MVM) 1.48
Statewide Average Accident Rate 1.44
Adjacent Land Use
Roadway Geometrics
Comments
Yes
Recommended Speed Limit: 50
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 45
Signed:
Title:
D. Roadway Conditions
Mostly commercial and agricultural, with some single family homes accessed via side streets Four lane arterial with two-way left turn lane and raised median near SR-160. Isolated sections of sidewalk, class II and class III bike facilities near Big Break Rd.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 55 Segment #7
Street: Main Street
Limits: Big Break Road to Empire Avenue
Direction: NB/SB
Date /Location of Survey 45042, S/O Carol Ln.
Posted Speed Limit (mph) 40
# Speed Data Collected 170
85th Percentile (mph) 51
10 mph Pace 39-48
Percent in Pace 58%
Average Daily Traffic (ADT) 18,680
Length of Segment (mi.) 0.45
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 28
Accident Rate (Acc/MVM) 1.81
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
Yes
Recommended Speed Limit: 45
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 40
Signed:
Title:
D. Roadway Conditions
Commercial uses, with residential uses accessed via side streets Four lane arterial with raised medians and sidewalks on both sides.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 56 Segment #8
Street: Main Street
Limits: Rose Avenue to E. Cypress Road
Direction: EB/WB
Date /Location of Survey 45041, E/O Rose Ave.
Posted Speed Limit (mph) 45
# Speed Data Collected 125
85th Percentile (mph) 47
10 mph Pace 39-48
Percent in Pace 65%
Average Daily Traffic (ADT) 12,547
Length of Segment (mi.) 0.53
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2023
Total Accidents 13
Accident Rate (Acc/MVM) 1.08
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 45
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 45
Signed:
Title:
D. Roadway Conditions
Single family homes, accessed via side streets, and undeveloped land Four lane arterial with raised medians near E. Cypress Rd. and sidewalks on the north side near E. Cypress Rd.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 57 Segment #9
Street: Main Street
Limits: E. Cypress Road to Bernard Road
Direction: NB/SB
Date /Location of Survey 45041, Bet. E. Cypress Rd. & Bernard Rd.
Posted Speed Limit (mph) 45
# Speed Data Collected 166
85th Percentile (mph) 51
10 mph Pace 41-50
Percent in Pace 69%
Average Daily Traffic (ADT) 18,676
Length of Segment (mi.) 0.32
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2024
Total Accidents 24
Accident Rate (Acc/MVM) 2.22
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 45
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 45
Signed:
Title:
D. Roadway Conditions
Mostly commercial uses and undeveloped land, with residential uses accessed via side streets Two- to four-lane undivided arterial with raised median and partial sidewalks on the east side near E. Cypress Rd.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 58 Segment #10
Street: Main Street
Limits: Bernard Road to Delta Road
Direction: NB/SB
Date /Location of Survey 45041, N/O Shady Oak Dr.
Posted Speed Limit (mph) 40
# Speed Data Collected 146
85th Percentile (mph) 48
10 mph Pace 39-48
Percent in Pace 83%
Average Daily Traffic (ADT) 14,159
Length of Segment (mi.) 1.20
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2025
Total Accidents 63
Accident Rate (Acc/MVM) 2.03
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 40
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 40
Signed:
Title:
D. Roadway Conditions
Mostly single family homes on both sides, accessed via side streets, with some undeveloped land Two- to four-lane undivided arterial, mostly straight, with intermittent sidewalks.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 59 Segment #11
Street: Neroly Road
Limits: Empire Avenue to Brown Road
Direction: EB/WB
Date /Location of Survey 45041, Bet. Daffodil Dr. & Lavender Way Posted Speed Limit (mph) 35
# Speed Data Collected 104
85th Percentile (mph) 43
10 mph Pace 34-43
Percent in Pace 72%
Average Daily Traffic (ADT) 8,194
Length of Segment (mi.) 0.73
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2026
Total Accidents 18
Accident Rate (Acc/MVM) 1.64
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 35
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 35
Signed:
Title:
D. Roadway Conditions
Single family homes on both sides, accessed via side streets Four lane divided arterial with alternating horizontal curves, bike lanes, and sidewalks on both sides.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 60 Segment #12
Street: Neroly Road
Limits: Brown Road to O'Hara Avenue
Direction: EB/WB
Date /Location of Survey 45041, W/O O'Hara Ave.
Posted Speed Limit (mph) 30
# Speed Data Collected 139
85th Percentile (mph) 45
10 mph Pace 34-43
Percent in Pace 70%
Average Daily Traffic (ADT) 6,634
Length of Segment (mi.) 0.42
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2027
Total Accidents 11
Accident Rate (Acc/MVM) 2.18
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 30
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 30
Signed:
Title:
D. Roadway Conditions
Single family homes on both sides, accessed via side streets, and Fremont High School.
Four lane divided arterial with alternating horizontal curves, bike lanes, and sidewalks on both sides.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
CVC section 22358.8 allows a local authority to retain the current speed limit if established with a previous E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the E&TS that established the prior speed limit. The results of the previous E&TS from 2016 is included in Appendix D of the attached E&TS and establishes a speed limit of 30 mph for the subject survey segment. Additionally, no general purpose lanes have been added to the roadway since. As such, maintaining the existing posted speed limit of 30 mph is recommended in accordance with CVC section 22358.8.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 61 Segment #13
Street: Rose Avenue
Limits: Main Street to W. Cypress Road
Direction: NB/SB
Date /Location of Survey 45077, S/O Main St.
Posted Speed Limit (mph) 35
# Speed Data Collected 114
85th Percentile (mph) 39
10 mph Pace 27-36
Percent in Pace 62%
Average Daily Traffic (ADT) 1,382
Length of Segment (mi.) 0.31
Street Classification Collector
Date Range Covered Jan 1, 2018 - Dec 31, 2028
Total Accidents 5
Accident Rate (Acc/MVM) 6.36
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 35
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 35
Signed:
Title:
D. Roadway Conditions
Residential and agricultural
Two-lane undivided collector, straight.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 62 Segment #14
Street: Rose Avenue
Limits: W. Cypress Road to Laurel Road
Direction: NB/SB
Date /Location of Survey 45042, Bet. Vinewood Dr. & Anvilwood Dr.
Posted Speed Limit (mph) 40
# Speed Data Collected 118
85th Percentile (mph) 47
10 mph Pace 33-42
Percent in Pace 58%
Average Daily Traffic (ADT) 2,779
Length of Segment (mi.) 0.50
Street Classification Collector
Date Range Covered Jan 1, 2018 - Dec 31, 2029
Total Accidents 9
Accident Rate (Acc/MVM) 3.53
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 40
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 40
Signed:
Title:
D. Roadway Conditions
Residential and agricultural
Two-lane undivided collector, straight.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 63 Segment #15
Street: Vintage Parkway
Limits: Walnut Meadows to Main Street
Direction: NB/SB
Date /Location of Survey 45077, S/O Walnut Meadows Dr.
Posted Speed Limit (mph) 30
# Speed Data Collected 143
85th Percentile (mph) 42
10 mph Pace 33-42
Percent in Pace 77%
Average Daily Traffic (ADT) 4,889
Length of Segment (mi.) 0.39
Street Classification Collector
Date Range Covered Jan 1, 2018 - Dec 31, 2030
Total Accidents 8
Accident Rate (Acc/MVM) 2.28
Statewide Average Accident Rate 1.08
Adjacent Land Use
Roadway Geometrics
Comments
Yes
Recommended Speed Limit: 35
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
Existing Speed Limit: 30
Signed:
Title:
D. Roadway Conditions
Single family homes accessed via side streets, Vintage Parkway Elementary School, and some commercial and undeveloped land Two lane undivided collector, with gentle horizontal curves at either end of segment, and some sidewalks at northern end of segment.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 64 Segment #16
Street: Main Street
Limits: Empire Avenue to Teakwood Drive
Direction: EB/WB
Date /Location of Survey 45077, Bet. Empire Ave. & Brock Ln.
Posted Speed Limit (mph) 40
# Speed Data Collected 200
85th Percentile (mph) 46
10 mph Pace 38-47
Percent in Pace 76%
Average Daily Traffic (ADT) 19,138
Length of Segment (mi.) 0.26
Street Classification Arterial
Date Range Covered Jan 1, 2018 - Dec 31, 2031
Total Accidents 18
Accident Rate (Acc/MVM) 1.96
Statewide Average Accident Rate 0.97
Adjacent Land Use
Roadway Geometrics
Comments
No
Recommended Speed Limit: 40
Approved and Authorized for release by the City of Oakley:
Signed: Chris D. Kinzel, PE
Title: Vice President, TJKM Transportation Consultants
Existing Speed Limit: 40
Signed:
Title:
D. Roadway Conditions
Commercial and residential uses, senior apartments near Empire Ave.
Four lane arterial with raised medians and sidewalks on both sides.
Results of attached engineering & traffic survey information support maintaining the existing posted speed limit.
Speed Limit Change?
Factors
A. Prevailing Speed Data
B. Traffic Factors
C. Collision History
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic. 65 E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
APPENDIX B
SPEED SURVEY DATA COLLECTION FORMS
66 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35
36 4
37 5
38 2
39 8
40 8
41 12
42 7
43 6
44 14
45 6
46 1
47 8
48 1
49 6
50 7
51 52 6
53 3
54 55 2
56 57
58 59 2
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 109 33 - 59 44 mph 50 mph 36 - 45 72 66% 0% / 1 34% / 36
SPEED PARAMETERS
Bethel Island Rd Bet. E Cypress Rd & Sandmound Blvd
City of Oakley
Northbound & Southbound Spot Speeds
12:45-14:15
4/26/2023
Project #: 23-080101-001
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
67 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 4
37 38 2
39 40 6
41 1
42 6
43 5
44 10
45 5
46 47 4
48 1
49 6
50 2
51 52 5
53 1
54 55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 59 36 - 55 44 mph 50 mph 40 - 49 44 75% 10% / 6 16% / 9
SPEED PARAMETERS
Bethel Island Rd Bet. E Cypress Rd & Sandmound Blvd
City of Oakley
Northbound Spot Speeds
12:45-14:15
4/26/2023
Project #: 23-080101-001
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
68 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 50 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35
36 37 5
38 39 8
40 2
41 11
42 1
43 1
44 4
45 1
46 1
47 4
48 49
50 5
51 52 1
53 2
54 55 1
56 57
58 59 2
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 33 - 59 41 mph 50 mph 37 - 46 34 68% 2% / 1 30% / 15
SPEED PARAMETERS
Bethel Island Rd Bet. E Cypress Rd & Sandmound Blvd
City of Oakley
Southbound Spot Speeds
12:45-14:15
4/26/2023
Project #: 23-080101-001
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
69 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 2
27 3
28 9
29 3
30 3
31 13
32 15
33 34 6
35 12
36 1
37 38 8
39 5
40 41
42 43
44 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
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 81 25 - 39 32 mph 38 mph 26 - 35 66 81% 1% / 1 18% / 14
SPEED PARAMETERS
Brown Rd Bet. Lavender Way & Neroly Rd
City of Oakley
Northbound & Southbound Spot Speeds
11:15-13:15
4/25/2023
Project #: 23-080101-002
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
70 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 2
27 28
29 1
30 31 5
32 5
33 34 5
35 12
36 37
38 7
39 5
40 41
42 43
44 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
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 42 26 - 39 35 mph 38 mph 30 - 39 39 93% 7% / 3 0% / 0
SPEED PARAMETERS
Brown Rd Bet. Lavender Way & Neroly Rd
City of Oakley
Northbound Spot Speeds
11:15-13:15
4/25/2023
Project #: 23-080101-002
0 2 4 6 810 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
71 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 3
28 9
29 2
30 3
31 8
32 10
33 34 1
35 36 1
37 38 1
39 40
41 42
43 44
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
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 39 25 - 38 31 mph 32 mph 25 - 34 37 95% 0% / 0 6% / 2
SPEED PARAMETERS
Brown Rd Bet. Lavender Way & Neroly Rd
City of Oakley
Southbound Spot Speeds
11:15-13:15
4/25/2023
Project #: 23-080101-002
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
72 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 1
33 34
35 4
36 4
37 2
38 11
39 7
40 13
41 9
42 12
43 5
44 10
45 6
46 11
47 1
48 4
49 4
50 3
51 52 1
53 54
55 56 1
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 31 - 56 42 mph 46 mph 37 - 46 86 78% 9% / 10 13% / 14
SPEED PARAMETERS
Carpenter Rd Bet. Heathrow Dr & Amaryllis St
City of Oakley
Eastbound & Westbound Spot Speeds
10:00-11:10
4/25/2023
Project #: 23-080101-003
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
73 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 3
36 3
37 38 4
39 4
40 7
41 6
42 7
43 4
44 3
45 2
46 8
47 48 3
49 2
50 2
51 52 1
53 54
55 56 1
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 60 35 - 56 42 mph 46 mph 37 - 46 45 75% 10% / 6 15% / 9
SPEED PARAMETERS
Carpenter Rd Bet. Heathrow Dr & Amaryllis St
City of Oakley
Eastbound Spot Speeds
10:00-11:10
4/25/2023
Project #: 23-080101-003
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
74 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 1
33 34
35 1
36 1
37 2
38 7
39 3
40 6
41 3
42 5
43 1
44 7
45 4
46 3
47 1
48 1
49 2
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 31 - 50 41 mph 46 mph 37 - 46 41 82% 8% / 4 10% / 5
SPEED PARAMETERS
Carpenter Rd Bet. Heathrow Dr & Amaryllis St
City of Oakley
Westbound Spot Speeds
10:00-11:10
4/25/2023
Project #: 23-080101-003
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
75 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 36 3
37 2
38 6
39 9
40 21
41 7
42 12
43 13
44 8
45 10
46 11
47 1
48 5
49 50 2
51 1
52 2
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 114 34 - 52 42 mph 46 mph 37 - 46 99 87% 3% / 4 10% / 11
SPEED PARAMETERS
Carpenter Rd Bet. Brown Rd & Vineyard Dr
City of Oakley
Eastbound & Westbound Spot Speeds
11:20-12:20
4/25/2023
Project #: 23-080101-004
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
76 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 1
37 38 4
39 6
40 9
41 4
42 8
43 6
44 4
45 8
46 7
47 1
48 3
49 50 1
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 63 36 - 52 42 mph 46 mph 38 - 47 57 90% 1% / 1 8% / 5
SPEED PARAMETERS
Carpenter Rd Bet. Brown Rd & Vineyard Dr
City of Oakley
Eastbound Spot Speeds
11:20-12:20
4/25/2023
Project #: 23-080101-004
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
77 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 36 2
37 2
38 2
39 3
40 12
41 3
42 4
43 7
44 4
45 2
46 4
47 48 2
49 50 1
51 1
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 51 34 - 52 42 mph 46 mph 37 - 46 43 84% 5% / 3 10% / 5
SPEED PARAMETERS
Carpenter Rd Bet. Brown Rd & Vineyard Dr
City of Oakley
Westbound Spot Speeds
11:20-12:20
4/25/2023
Project #: 23-080101-004
0 2 4 6 810 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
78 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 5
29 5
30 5
31 11
32 17
33 18
34 24
35 16
36 37 8
38 39 4
40 41
42 43
44 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
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 113 28 - 39 33 mph 35 mph 28 - 37 109 96% 0% / 0 4% / 4
SPEED PARAMETERS
Carpenter Rd Bet. Cinnamon Ridge Dr & Rose Ave
City of Oakley
Eastbound & Westbound Spot Speeds
10:05-11:05
4/25/2023
Project #: 23-080101-005
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
79 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 3
29 4
30 2
31 6
32 15
33 10
34 14
35 3
36 37 5
38 39
40 41
42 43
44 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
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 62 28 - 37 33 mph 34 mph 28 - 37 62 100% 0% / 0 0% / 0
SPEED PARAMETERS
Carpenter Rd Bet. Cinnamon Ridge Dr & Rose Ave
City of Oakley
Eastbound Spot Speeds
10:05-11:05
4/25/2023
Project #: 23-080101-005
0 2 4 6 8 10 12 14 16
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
80 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 2
29 1
30 3
31 5
32 2
33 8
34 10
35 13
36 37 3
38 39 4
40 41
42 43
44 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
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 51 28 - 39 34 mph 35 mph 30 - 39 48 94% 5% / 3 0% / 0
SPEED PARAMETERS
Carpenter Rd Bet. Cinnamon Ridge Dr & Rose Ave
City of Oakley
Westbound Spot Speeds
10:05-11:05
4/25/2023
Project #: 23-080101-005
0 2 4 6 810 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
81 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 1
37 2
38 1
39 1
40 3
41 42 5
43 6
44 12
45 8
46 17
47 15
48 10
49 10
50 23
51 6
52 9
53 5
54 26
55 15
56 2
57 5
58 6
59 60 1
61 62 1
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 190 36 - 62 50 mph 55 mph 46 - 55 136 72% 20% / 39 8% / 15
SPEED PARAMETERS
Main St W/O Live Oak Ave
City of Oakley
Eastbound & Westbound Spot Speeds
09:00-10:00
4/26/2023
Project #: 23-080101-006
0 5 10 15 20 25 30
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
82 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 1
37 38 1
39 40 3
41 42 5
43 3
44 3
45 6
46 13
47 10
48 5
49 3
50 5
51 52 5
53 2
54 10
55 6
56 1
57 3
58 1
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 86 36 - 58 47 mph 54 mph 45 - 54 59 69% 18% / 16 13% / 11
SPEED PARAMETERS
Main St W/O Live Oak Ave
City of Oakley
Eastbound Spot Speeds
09:00-10:00
4/26/2023
Project #: 23-080101-006
0 2 4 6 810 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
83 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 2
38 39 1
40 41
42 43 3
44 9
45 2
46 4
47 5
48 5
49 7
50 18
51 6
52 4
53 3
54 16
55 9
56 1
57 2
58 5
59 60 1
61 62 1
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 104 37 - 62 50 mph 55 mph 46 - 55 77 74% 16% / 17 10% / 10
SPEED PARAMETERS
Main St W/O Live Oak Ave
City of Oakley
Westbound Spot Speeds
09:00-10:00
4/26/2023
Project #: 23-080101-006
0 2 4 6 8 10 12 14 16 18 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
84 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 33
34 3
35 9
36 4
37 4
38 3
39 8
40 13
41 10
42 20
43 7
44 13
45 10
46 2
47 10
48 6
49 5
50 13
51 3
52 5
53 9
54 4
55 4
56 57 3
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 170 30 - 57 44 mph 51 mph 39 - 48 99 58% 14% / 25 28% / 46
SPEED PARAMETERS
Main St S/O Carol Ln
City of Oakley
Northbound & Southbound Spot Speeds
09:00-10:00
4/26/2023
Project #: 23-080101-007
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
85 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 33
34 3
35 5
36 1
37 3
38 1
39 7
40 2
41 7
42 16
43 4
44 5
45 3
46 1
47 7
48 1
49 3
50 6
51 52 2
53 5
54 2
55 4
56 57 1
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 91 30 - 57 42 mph 52 mph 38 - 47 53 58% 15% / 14 27% / 24
SPEED PARAMETERS
Main St S/O Carol Ln
City of Oakley
Northbound Spot Speeds
09:00-10:00
4/26/2023
Project #: 23-080101-007
0 2 4 6 8 10 12 14 16 18
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
86 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 4
36 3
37 1
38 2
39 1
40 11
41 3
42 4
43 3
44 8
45 7
46 1
47 3
48 5
49 2
50 7
51 3
52 3
53 4
54 2
55 56
57 2
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 79 35 - 57 44 mph 51 mph 40 - 49 47 59% 13% / 11 27% / 21
SPEED PARAMETERS
Main St S/O Carol Ln
City of Oakley
Southbound Spot Speeds
09:00-10:00
4/26/2023
Project #: 23-080101-007
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
87 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 2
33 2
34 3
35 8
36 4
37 8
38 6
39 11
40 11
41 2
42 11
43 9
44 8
45 8
46 4
47 8
48 9
49 4
50 1
51 52 2
53 1
54 55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 125 30 - 55 42 mph 47 mph 39 - 48 81 65% 28% / 35 8% / 9
SPEED PARAMETERS
Main St E/O Rose Ave
City of Oakley
Eastbound & Westbound Spot Speeds
14:50-15:50
4/25/2023
Project #: 23-080101-008
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
88 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 1
33 2
34 3
35 8
36 3
37 8
38 4
39 8
40 7
41 42 4
43 2
44 3
45 4
46 1
47 2
48 1
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 64 30 - 49 39 mph 44 mph 33 - 42 47 73% 4% / 3 22% / 14
SPEED PARAMETERS
Main St E/O Rose Ave
City of Oakley
Eastbound Spot Speeds
14:50-15:50
4/25/2023
Project #: 23-080101-008
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
89 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 1
33 34
35 36 1
37 38 2
39 3
40 4
41 2
42 7
43 7
44 5
45 4
46 3
47 6
48 8
49 3
50 1
51 52 2
53 1
54 55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 61 32 - 55 44 mph 48 mph 39 - 48 49 80% 6% / 4 14% / 8
SPEED PARAMETERS
Main St E/O Rose Ave
City of Oakley
Westbound Spot Speeds
14:50-15:50
4/25/2023
Project #: 23-080101-008
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
90 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 1
37 4
38 5
39 6
40 6
41 8
42 12
43 11
44 10
45 15
46 6
47 16
48 14
49 4
50 19
51 7
52 11
53 2
54 3
55 3
56 1
57 58 1
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 166 35 - 58 46 mph 51 mph 41 - 50 115 69% 13% / 23 17% / 28
SPEED PARAMETERS
Main St Bet. E Cypress Rd & Bernard Rd
City of Oakley
Northbound & Southbound Spot Speeds
14:55-15:55
4/25/2023
Project #: 23-080101-009
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
91 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36 1
37 2
38 1
39 6
40 3
41 4
42 5
43 5
44 5
45 7
46 3
47 4
48 11
49 50 13
51 5
52 5
53 1
54 2
55 2
56 1
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 86 36 - 56 47 mph 51 mph 42 - 51 58 67% 19% / 17 13% / 11
SPEED PARAMETERS
Main St Bet. E Cypress Rd & Bernard Rd
City of Oakley
Northbound Spot Speeds
14:55-15:55
4/25/2023
Project #: 23-080101-009
0 2 4 6 810 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
92 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 37 2
38 4
39 40 3
41 4
42 7
43 6
44 5
45 8
46 3
47 12
48 3
49 4
50 6
51 2
52 6
53 1
54 1
55 1
56 57
58 1
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 80 35 - 58 45 mph 50 mph 41 - 50 58 73% 12% / 10 15% / 12
SPEED PARAMETERS
Main St Bet. E Cypress Rd & Bernard Rd
City of Oakley
Southbound Spot Speeds
14:55-15:55
4/25/2023
Project #: 23-080101-009
0 2 4 6 810 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
93 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 36 4
37 4
38 4
39 7
40 17
41 5
42 17
43 14
44 12
45 13
46 18
47 6
48 12
49 3
50 5
51 3
52 53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 146 34 - 53 43 mph 48 mph 39 - 48 121 83% 8% / 13 9% / 12
SPEED PARAMETERS
Main St N/O Shady Oak Dr
City of Oakley
Northbound & Southbound Spot Speeds
13:40-14:40
4/25/2023
Project #: 23-080101-010
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
94 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34 1
35 36 4
37 1
38 1
39 3
40 9
41 3
42 11
43 10
44 5
45 8
46 9
47 3
48 4
49 3
50 1
51 1
52 53 1
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 78 34 - 53 43 mph 47 mph 39 - 48 65 83% 8% / 7 8% / 6
SPEED PARAMETERS
Main St N/O Shady Oak Dr
City of Oakley
Northbound Spot Speeds
13:40-14:40
4/25/2023
Project #: 23-080101-010
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
95 Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 3
38 3
39 4
40 8
41 2
42 6
43 4
44 7
45 5
46 9
47 3
48 8
49 50 4
51 2
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 68 37 - 51 44 mph 48 mph 39 - 48 56 82% 8% / 6 9% / 6
SPEED PARAMETERS
Main St N/O Shady Oak Dr
City of Oakley
Southbound Spot Speeds
13:40-14:40
4/25/2023
Project #: 23-080101-010
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
96 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 2
32 5
33 7
34 5
35 4
36 9
37 18
38 7
39 2
40 10
41 5
42 6
43 9
44 1
45 6
46 2
47 1
48 49 3
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 104 30 - 50 38 mph 43 mph 34 - 43 75 72% 14% / 15 14% / 14
SPEED PARAMETERS
Neroly Rd Bet. Daffodil Dr & Lavender Way
City of Oakley
Eastbound & Westbound Spot Speeds
13:45-14:45
4/25/2023
Project #: 23-080101-011
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
97 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 2
32 2
33 34 5
35 1
36 4
37 7
38 2
39 1
40 7
41 5
42 3
43 5
44 1
45 1
46 47
48 49 3
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 49 39 mph 43 mph 34 - 43 40 80% 10% / 5 10% / 5
SPEED PARAMETERS
Neroly Rd Bet. Daffodil Dr & Lavender Way
City of Oakley
Eastbound Spot Speeds
13:45-14:45
4/25/2023
Project #: 23-080101-011
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
98 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 3
33 7
34 35 3
36 5
37 11
38 5
39 1
40 3
41 42 3
43 4
44 45 5
46 2
47 1
48 49
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 54 32 - 50 37 mph 45 mph 31 - 40 38 70% 0% / 0 30% / 16
SPEED PARAMETERS
Neroly Rd Bet. Daffodil Dr & Lavender Way
City of Oakley
Westbound Spot Speeds
13:45-14:45
4/25/2023
Project #: 23-080101-011
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
99 Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 4
31 1
32 2
33 4
34 8
35 20
36 12
37 7
38 11
39 7
40 12
41 1
42 10
43 9
44 5
45 9
46 4
47 1
48 7
49 1
50 1
51 2
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 139 30 - 52 39 mph 45 mph 34 - 43 97 70% 7% / 11 23% / 31
SPEED PARAMETERS
Neroly Rd W/O O'Hara Ave
City of Oakley
Eastbound & Westbound Spot Speeds
12:30-13:30
4/25/2023
Project #: 23-080101-012
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
100
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 33 2
34 4
35 8
36 4
37 1
38 8
39 3
40 8
41 1
42 3
43 5
44 2
45 6
46 1
47 48 3
49 50
51 2
52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 64 30 - 52 39 mph 45 mph 34 - 43 45 70% 6% / 4 24% / 15
SPEED PARAMETERS
Neroly Rd W/O O'Hara Ave
City of Oakley
Eastbound Spot Speeds
12:30-13:30
4/25/2023
Project #: 23-080101-012
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
101
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 3
31 32 2
33 2
34 4
35 12
36 8
37 6
38 3
39 4
40 4
41 42 7
43 4
44 3
45 3
46 3
47 1
48 4
49 1
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 75 30 - 50 38 mph 45 mph 34 - 43 52 69% 9% / 7 22% / 16
SPEED PARAMETERS
Neroly Rd W/O O'Hara Ave
City of Oakley
Westbound Spot Speeds
12:30-13:30
4/25/2023
Project #: 23-080101-012
0 2 4 6 810 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
102
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 2
22 2
23 1
24 3
25 3
26 3
27 6
28 8
29 7
30 8
31 7
32 8
33 10
34 6
35 5
36 6
37 6
38 3
39 5
40 4
41 1
42 2
43 1
44 1
45 46 1
47 1
48 1
49 1
50 51
52 53
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 114 20 - 54 32 mph 39 mph 27 - 36 71 62% 13% / 15 25% / 28
SPEED PARAMETERS
Rose Ave S/O Amond Dr
City of Oakley
Northbound & Southbound Spot Speeds
10:15-11:30
5/31/2023
Project #: 23-080183-002
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
103
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 24 1
25 2
26 2
27 2
28 4
29 5
30 4
31 5
32 3
33 5
34 3
35 3
36 2
37 3
38 1
39 2
40 1
41 1
42 1
43 44
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
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 51 22 - 42 31 mph 37 mph 28 - 37 37 73% 15% / 8 12% / 6
SPEED PARAMETERS
Rose Ave S/O Amond Dr
City of Oakley
Northbound Spot Speeds
10:15-11:30
5/31/2023
Project #: 23-080183-002
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
104
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 2
22 1
23 1
24 2
25 1
26 1
27 4
28 4
29 2
30 4
31 2
32 5
33 5
34 3
35 2
36 4
37 3
38 2
39 3
40 3
41 42 1
43 1
44 1
45 46 1
47 1
48 1
49 1
50 51
52 53
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 63 20 - 54 33 mph 40 mph 27 - 36 35 56% 14% / 9 31% / 19
SPEED PARAMETERS
Rose Ave S/O Amond Dr
City of Oakley
Southbound Spot Speeds
10:15-11:30
5/31/2023
Project #: 23-080183-002
0246
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
105
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 3
31 2
32 1
33 6
34 8
35 5
36 7
37 10
38 2
39 4
40 12
41 9
42 6
43 6
44 6
45 1
46 6
47 10
48 4
49 3
50 1
51 1
52 1
53 2
54 55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 118 29 - 55 40 mph 47 mph 33 - 42 69 58% 5% / 7 36% / 42
SPEED PARAMETERS
Rose Ave Bet. Vinewood Dr & Anvilwood Dr
City of Oakley
Northbound & Southbound Spot Speeds
10:15-11:40
4/26/2023
Project #: 23-080101-014
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
106
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 2
31 2
32 1
33 1
34 6
35 1
36 1
37 6
38 2
39 1
40 1
41 3
42 5
43 3
44 2
45 46 4
47 4
48 3
49 1
50 51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 51 41 mph 47 mph 34 - 43 29 58% 12% / 6 30% / 15
SPEED PARAMETERS
Rose Ave Bet. Vinewood Dr & Anvilwood Dr
City of Oakley
Northbound Spot Speeds
10:15-11:40
4/26/2023
Project #: 23-080101-014
02468
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
107
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 1
31 32
33 5
34 2
35 4
36 6
37 4
38 39 3
40 11
41 6
42 1
43 3
44 4
45 1
46 2
47 6
48 1
49 2
50 1
51 52 1
53 2
54 55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 68 29 - 55 40 mph 47 mph 33 - 42 42 62% 2% / 2 36% / 24
SPEED PARAMETERS
Rose Ave Bet. Vinewood Dr & Anvilwood Dr
City of Oakley
Southbound Spot Speeds
10:15-11:40
4/26/2023
Project #: 23-080101-014
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
108
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 2
27 1
28 2
29 2
30 2
31 3
32 5
33 6
34 6
35 11
36 16
37 16
38 18
39 10
40 11
41 7
42 9
43 4
44 3
45 2
46 3
47 1
48 1
49 50
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 143 25 - 51 37 mph 42 mph 33 - 42 110 77% 12% / 18 11% / 15
SPEED PARAMETERS
Vintage Pkwy Bet. Rutherford Ln & Main St
City of Oakley
Northbound & Southbound Spot Speeds
11:45-12:45
5/31/2023
Project #: 23-080183-003
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
109
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 2
27 28 1
29 30 1
31 1
32 3
33 3
34 3
35 5
36 9
37 8
38 10
39 5
40 4
41 4
42 6
43 3
44 1
45 2
46 1
47 48 1
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 74 25 - 48 37 mph 42 mph 33 - 42 57 77% 12% / 9 11% / 8
SPEED PARAMETERS
Vintage Pkwy Bet. Rutherford Ln & Main St
City of Oakley
Northbound Spot Speeds
11:45-12:45
5/31/2023
Project #: 23-080183-003
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
110
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:
TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 1
29 2
30 1
31 2
32 2
33 3
34 3
35 6
36 7
37 8
38 8
39 5
40 7
41 3
42 3
43 1
44 2
45 46 2
47 1
48 49
50 51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 69 27 - 51 37 mph 41 mph 33 - 42 53 77% 13% / 9 11% / 7
SPEED PARAMETERS
Vintage Pkwy Bet. Rutherford Ln & Main St
City of Oakley
Southbound Spot Speeds
11:45-12:45
5/31/2023
Project #: 23-080183-003
0 2 4 6 810
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
111
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 29
30 1
31 2
32 1
33 3
34 3
35 5
36 8
37 9
38 11
39 14
40 14
41 16
42 17
43 21
44 17
45 17
46 13
47 12
48 7
49 5
50 2
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 200 27 - 51 42 mph 46 mph 38 - 47 152 76% 16% / 33 8% / 15
SPEED PARAMETERS
Main St Bet. Empire Ave & Brock Ln
City of Oakley
Eastbound & Westbound Spot Speeds
09:00-09:50
5/31/2023
Project #: 23-080183-001
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
112
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 29
30 1
31 2
32 33 2
34 2
35 3
36 5
37 7
38 7
39 8
40 8
41 8
42 7
43 10
44 7
45 6
46 6
47 5
48 2
49 2
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 27 - 50 41 mph 46 mph 37 - 46 74 74% 16% / 16 10% / 10
SPEED PARAMETERS
Main St Bet. Empire Ave & Brock Ln
City of Oakley
Eastbound Spot Speeds
09:00-09:50
5/31/2023
Project #: 23-080183-001
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
113
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:
TIME: Posted Speed: 40 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32 1
33 1
34 1
35 2
36 3
37 2
38 4
39 6
40 6
41 8
42 10
43 11
44 10
45 11
46 7
47 7
48 5
49 3
50 1
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 32 - 51 43 mph 47 mph 39 - 48 81 81% 14% / 14 5% / 5
SPEED PARAMETERS
Main St Bet. Empire Ave & Brock Ln
City of Oakley
Westbound Spot Speeds
09:00-09:50
5/31/2023
Project #: 23-080183-001
0 2 4 6 810 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
114
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
APPENDIX C
AVERAGE DAILY TRAFFIC (ADT) VOLUMES
115
Day: City: Oakley
Date: Project #: CA23_080100_001
NB SB EB WB
3,627 3,442 00
AM Period NB SB EB WB NB SB EB WB
00:00 8 0 8 39 51 90
00:15 3 0 3 40 55 95
00:30 7 1 8 63 45 108
00:45 7 25 2 3 9 28 43 185 50 201 93 386
01:00 5 2 7 63 42 105
01:15 1 0 1 66 48 114
01:30 4 1 5 61 53 114
01:45 3 13 0 3 3 16 39 229 67 210 106 439
02:00 2 1 3 80 60 140
02:15 1 0 1 55 62 117
02:30 2 4 6 81 69 150
02:45 3 8 2 7 5 15 66 282 68 259 134 541
03:00 2 4 6 59 68 127
03:15 3 0 3 59 72 131
03:30 0 2 2 95 63 158
03:45 2 7 5 11 7 18 82 295 59 262 141 557
04:00 1 4 5 82 62 144
04:15 0 3 3 99 51 150
04:30 4 11 15 75 55 130
04:45 7 12 10 28 17 40 84 340 53 221 137 561
05:00 5 13 18 71 39 110
05:15 5 18 23 66 56 122
05:30 8 30 38 69 52 121
05:45 3 21 40 101 43 122 84 290 39 186 123 476
06:00 19 51 70 67 53 120
06:15 24 51 75 72 42 114
06:30 33 51 84 52 54 106
06:45 32 108 49 202 81 310 55 246 21 170 76 416
07:00 28 43 71 64 31 95
07:15 45 62 107 60 43 103
07:30 43 81 124 61 30 91
07:45 56 172 98 284 154 456 51 236 28 132 79 368
08:00 66 71 137 50 29 79
08:15 45 83 128 41 25 66
08:30 60 46 106 38 25 63
08:45 47 218 53 253 100 471 34 163 20 99 54 262
09:00 42 69 111 35 11 46
09:15 30 66 96 24 19 43
09:30 55 56 111 24 9 33
09:45 53 180 57 248 110 428 27 110 8 47 35 157
10:00 47 58 105 18 6 24
10:15 49 53 102 20 3 23
10:30 47 56 103 10 6 16
10:45 50 193 56 223 106 416 17 65 1 16 18 81
11:00 34 64 98 15 3 18
11:15 56 72 128 12 5 17
11:30 54 63 117 11 2 13
11:45 44 188 67 266 111 454 3 41 0 10 3 51
TOTALS 1145 1629 2774 2482 1813 4295
SPLIT % 41.3% 58.7% 39.2% 57.8% 42.2% 60.8%
NB SB EB WB
3,627 3,442 00
AM Peak Hour 07:45 07:30 07:30 15:30 14:30 15:30
AM Pk Volume 227 333 543 358 277 593
Pk Hr Factor 0.860 0.849 0.881 0.904 0.962 0.938
7 ‐ 9 Volume 390 537 00 927 630 407 00 1037
7 ‐ 9 Peak Hour 07:45 07:30 07:30 16:00 16:00 16:00
7 ‐ 9 Pk Volume 227 333 0 0 543 340 221 0 0 561 Pk Hr Factor 0.860 0.849 0.000 0.000 0.881 0.859 0.891 0.000 0.000 0.935 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Bethel Island Rd Bet. E Cypress Rd & Sandmound Blvd
21:30
21:45
22:00
Total
7,069
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
7,069
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
116
Day: City: Oakley
Date: Project #: CA23_080100_002
NB SB EB WB
963 737 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 0 3 5 8
00:15 0 0 0 5 6 11
00:30 1 0 1 8 3 11
00:45 0 1 1 1 1 2 6 22 9 23 15 45
01:00 0 0 0 7 10 17
01:15 0 0 0 5 11 16
01:30 0 1 1 19 5 24
01:45 0 0 1 0 1 4 35 9 35 13 70
02:00 0 0 0 7 4 11
02:15 0 0 0 8 9 17
02:30 1 0 1 10 11 21
02:45 0 1 0 0 1 7 32 21 45 28 77
03:00 0 0 0 22 26 48
03:15 0 0 0 98 70 168
03:30 0 0 0 119 53 172
03:45 0 0 0 26 265 12 161 38 426
04:00 0 0 0 10 11 21
04:15 0 0 0 12 12 24
04:30 0 0 0 26 9 35
04:45 0 0 0 9 57 7 39 16 96
05:00 0 0 0 16 9 25
05:15 0 2 2 20 8 28
05:30 1 0 1 9 9 18
05:45 0 1 1 3 1 4 14 59 2 28 16 87
06:00 0 0 0 6 2 8
06:15 0 0 0 6 7 13
06:30 0 3 3 2 5 7
06:45 1 1 2 5 3 6 1 15 4 18 5 33
07:00 2 2 4 11 6 17
07:15 1 3 4 4 2 6
07:30 1 11 12 3 4 7
07:45 4 8 11 27 15 35 3 21 2 14 5 35
08:00 13 12 25 4 1 5
08:15 4 19 23 6 5 11
08:30 10 10 20 2 1 3
08:45 16 43 24 65 40 108 1 13 2 9 3 22
09:00 49 39 88 1 1 2
09:15 124 93 217 2 1 3
09:30 146 72 218 1 1 2
09:45 26 345 17 221 43 566 1 5 2 5 3 10
10:00 4 6 10 0 2 2
10:15 5 4 9 0 0 0
10:30 3 3 6 3 1 4
10:45 7 19 7 20 14 39 1 4 0 3 1 7
11:00 6 6 12 0 0 0
11:15 5 2 7 0 0 0
11:30 2 1 3 1 0 1
11:45 2 15 5 14 7 29 0 1 0 0 1
TOTALS 434 357 791 529 380 909
SPLIT % 54.9% 45.1% 46.5% 58.2% 41.8% 53.5%
NB SB EB WB
963 737 0 0
AM Peak Hour 09:00 08:45 09:00 15:00 14:45 15:00
AM Pk Volume 345 228 566 265 170 426
Pk Hr Factor 0.591 0.613 0.649 0.557 0.607 0.619
7 ‐ 9 Volume 51 92 00 143 116 67 00 183
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:30 16:00 16:30
7 ‐ 9 Pk Volume 43 65 0 0 108 71 39 0 0 104
Pk Hr Factor 0.672 0.677 0.000 0.000 0.675 0.683 0.813 0.000 0.000 0.743 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Brown Rd Bet. Lavender Way & Neroly Rd
21:30
21:45
22:00
Total
1,700
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
1,700
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
117
Day: City: Oakley
Date: Project #: CA23_080100_003
NB SB EB WB
00 2,507 2,283
AM Period NB SB EB WB NB SB EB WB
00:00 3 3 6 42 19 61
00:15 4 2 6 46 32 78
00:30 4 3 7 55 40 95
00:45 5 16 0 8 5 24 48 191 96 187 144 378
01:00 4 0 4 39 49 88
01:15 0 1 1 41 39 80
01:30 1 1 2 35 24 59
01:45 1 6 1 3 2 9 40 155 35 147 75 302
02:00 0 0 0 46 23 69
02:15 2 3 5 37 31 68
02:30 0 0 0 37 28 65
02:45 2 4 2 5 4 9 49 169 34 116 83 285
03:00 2 0 2 52 39 91
03:15 2 6 8 87 72 159
03:30 1 3 4 63 68 131
03:45 2 7 4 13 6 20 50 252 43 222 93 474
04:00 0 2 2 53 37 90
04:15 0 3 3 56 32 88
04:30 2 12 14 57 41 98
04:45 1 3 7 24 8 27 36 202 43 153 79 355
05:00 0 16 16 68 34 102
05:15 4 17 21 64 27 91
05:30 1 12 13 69 28 97
05:45 5 10 18 63 23 73 56 257 25 114 81 371
06:00 6 22 28 52 31 83
06:15 3 24 27 60 27 87
06:30 15 22 37 43 31 74
06:45 11 35 24 92 35 127 42 197 30 119 72 316
07:00 7 26 33 36 40 76
07:15 12 23 35 40 20 60
07:30 31 21 52 32 25 57
07:45 42 92 44 114 86 206 34 142 22 107 56 249
08:00 47 58 105 33 16 49
08:15 54 100 154 36 17 53
08:30 32 69 101 15 22 37
08:45 31 164 37 264 68 428 25 109 20 75 45 184
09:00 43 35 78 26 11 37
09:15 58 48 106 20 9 29
09:30 43 50 93 20 13 33
09:45 22 166 32 165 54 331 14 80 10 43 24 123
10:00 19 33 52 14 4 18
10:15 21 27 48 8 4 12
10:30 24 28 52 4 3 7
10:45 27 91 27 115 54 206 8 34 3 14 11 48
11:00 27 32 59 6 4 10
11:15 33 22 55 2 4 6
11:30 21 32 53 6 2 8
11:45 26 107 22 108 48 215 4 18 2 12 6 30
TOTALS 701 974 1675 1806 1309 3115
SPLIT % 41.9% 58.1% 35.0% 58.0% 42.0% 65.0%
NB SB EB WB
00 2,507 2,283
AM Peak Hour 07:45 07:45 07:45 17:00 12:30 15:00
AM Pk Volume 175 271 446 257 224 474
Pk Hr Factor 0.810 0.678 0.724 0.931 0.583 0.745
7 ‐ 9 Volume 00 256 378 634 00 459 267 726
7 ‐ 9 Peak Hour 07:45 07:45 07:45 17:00 16:00 17:00
7 ‐ 9 Pk Volume 0 0 175 271 446 0 0 257 153 371 Pk Hr Factor 0.000 0.000 0.810 0.678 0.724 0.000 0.000 0.931 0.890 0.909 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
4,790
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Carpenter Rd Bet. Heathrow Dr & Amaryllis St
21:30
21:45
22:00
Total
4,790
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
118
Day: City: Oakley
Date: Project #: CA23_080100_004
NB SB EB WB
00 2,603 2,332
AM Period NB SB EB WB NB SB EB WB
00:00 2 1 3 31 25 56
00:15 1 4 5 33 37 70
00:30 3 2 5 43 51 94
00:45 2 8 0 7 2 15 77 184 62 175 139 359
01:00 3 0 3 52 40 92
01:15 1 1 2 33 49 82
01:30 0 3 3 35 28 63
01:45 0 4 0 4 0 8 35 155 38 155 73 310
02:00 0 0 0 51 24 75
02:15 2 3 5 34 31 65
02:30 0 0 0 33 25 58
02:45 3 5 1 4 4 9 41 159 35 115 76 274
03:00 2 1 3 56 55 111
03:15 1 3 4 105 69 174
03:30 0 2 2 99 59 158
03:45 2 5 4 10 6 15 68 328 48 231 116 559
04:00 2 3 5 58 32 90
04:15 1 3 4 49 31 80
04:30 3 12 15 58 47 105
04:45 3 9 7 25 10 34 43 208 36 146 79 354
05:00 1 16 17 64 41 105
05:15 2 16 18 73 32 105
05:30 2 11 13 65 34 99
05:45 6 11 22 65 28 76 47 249 29 136 76 385
06:00 7 19 26 58 39 97
06:15 5 22 27 58 32 90
06:30 13 23 36 43 28 71
06:45 13 38 24 88 37 126 36 195 37 136 73 331
07:00 9 31 40 49 38 87
07:15 11 23 34 34 22 56
07:30 23 28 51 42 29 71
07:45 43 86 52 134 95 220 33 158 22 111 55 269
08:00 56 61 117 29 17 46
08:15 46 68 114 39 19 58
08:30 45 70 115 14 20 34
08:45 32 179 37 236 69 415 27 109 25 81 52 190
09:00 42 34 76 25 13 38
09:15 49 55 104 21 11 32
09:30 67 50 117 21 10 31
09:45 34 192 28 167 62 359 9 76 12 46 21 122
10:00 20 34 54 13 5 18
10:15 17 27 44 8 5 13
10:30 26 23 49 5 2 7
10:45 23 86 26 110 49 196 7 33 3 15 10 48
11:00 30 33 63 3 5 8
11:15 31 24 55 3 4 7
11:30 22 35 57 5 4 9
11:45 28 111 29 121 57 232 4 15 1 14 5 29
TOTALS 734 971 1705 1869 1361 3230
SPLIT % 43.0% 57.0% 34.5% 57.9% 42.1% 65.5%
NB SB EB WB
00 2,603 2,332
AM Peak Hour 09:00 07:45 07:45 15:15 15:00 15:00
AM Pk Volume 192 251 441 330 231 559
Pk Hr Factor 0.716 0.896 0.942 0.786 0.837 0.803
7 ‐ 9 Volume 00 265 370 635 00 457 282 739
7 ‐ 9 Peak Hour 07:45 07:45 07:45 17:00 16:30 16:30
7 ‐ 9 Pk Volume 0 0 190 251 441 0 0 249 156 394 Pk Hr Factor 0.000 0.000 0.848 0.896 0.942 0.000 0.000 0.853 0.830 0.938 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Carpenter Rd Bet. Brown Rd & Vineyard Dr
21:30
21:45
22:00
Total
4,935
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
4,935
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
119
Day: City: Oakley
Date: Project #: CA23_080100_005
NB SB EB WB
00 1,822 1,606
AM Period NB SB EB WB NB SB EB WB
00:00 1 0 1 22 21 43
00:15 2 1 3 16 15 31
00:30 1 1 2 23 12 35
00:45 0 4 0 2 0 6 24 85 20 68 44 153
01:00 1 1 2 25 17 42
01:15 0 1 1 37 23 60
01:30 0 2 2 30 31 61
01:45 0 1 0 4 0 5 36 128 14 85 50 213
02:00 0 0 0 38 18 56
02:15 0 0 0 33 20 53
02:30 0 0 0 34 27 61
02:45 1 1 0 1 1 29 134 31 96 60 230
03:00 0 2 2 31 40 71
03:15 0 1 1 43 54 97
03:30 0 3 3 118 47 165
03:45 1 1 3 9 4 10 67 259 40 181 107 440
04:00 0 2 2 36 26 62
04:15 1 2 3 40 25 65
04:30 0 3 3 39 44 83
04:45 0 1 2 9 2 10 27 142 20 115 47 257
05:00 2 10 12 40 24 64
05:15 2 10 12 63 25 88
05:30 1 8 9 44 25 69
05:45 6 11 15 43 21 54 41 188 34 108 75 296
06:00 6 16 22 44 29 73
06:15 3 8 11 34 18 52
06:30 9 17 26 26 15 41
06:45 8 26 14 55 22 81 27 131 26 88 53 219
07:00 7 18 25 38 25 63
07:15 13 16 29 23 22 45
07:30 7 19 26 28 20 48
07:45 23 50 43 96 66 146 23 112 12 79 35 191
08:00 35 35 70 18 12 30
08:15 17 41 58 31 16 47
08:30 17 25 42 16 12 28
08:45 19 88 35 136 54 224 16 81 9 49 25 130
09:00 28 48 76 16 6 22
09:15 31 74 105 13 8 21
09:30 59 52 111 17 4 21
09:45 20 138 16 190 36 328 10 56 5 23 15 79
10:00 17 20 37 11 3 14
10:15 23 16 39 2 2 4
10:30 15 19 34 4 1 5
10:45 14 69 21 76 35 145 6 23 2 8 8 31
11:00 16 19 35 0 1 1
11:15 19 14 33 2 1 3
11:30 25 30 55 1 2 3
11:45 27 87 17 80 44 167 3 6 2 6 5 12
TOTALS 477 700 1177 1345 906 2251
SPLIT % 40.5% 59.5% 34.3% 59.8% 40.2% 65.7%
NB SB EB WB
00 1,822 1,606
AM Peak Hour 09:00 08:45 08:45 15:15 15:00 15:00
AM Pk Volume 138 209 346 264 181 440
Pk Hr Factor 0.585 0.706 0.779 0.559 0.838 0.667
7 ‐ 9 Volume 00 138 232 370 00 330 223 553
7 ‐ 9 Peak Hour 07:45 07:45 07:45 17:00 16:00 17:00
7 ‐ 9 Pk Volume 0 0 92 144 236 0 0 188 115 296 Pk Hr Factor 0.000 0.000 0.657 0.837 0.843 0.000 0.000 0.746 0.653 0.841 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
3,428
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Carpenter Rd Bet. Cinnamon Ridge Dr & Rose Ave
21:30
21:45
22:00
Total
3,428
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
120
Day: City: Oakley
Date: Project #: CA23_080100_006
NB SB EB WB
00 11,537 10,754
AM Period NB SB EB WB NB SB EB WB
00:00 20 10 30 188 162 350
00:15 15 9 24 170 147 317
00:30 8 5 13 174 149 323
00:45 12 55 7 31 19 86 145 677 145 603 290 1280
01:00 8 4 12 163 142 305
01:15 10 4 14 200 161 361
01:30 9 2 11 194 165 359
01:45 10 37 10 20 20 57 200 757 137 605 337 1362
02:00 8 7 15 211 134 345
02:15 5 12 17 235 160 395
02:30 5 11 16 229 228 457
02:45 4 22 15 45 19 67 239 914 182 704 421 1618
03:00 9 20 29 211 165 376
03:15 8 25 33 253 149 402
03:30 12 18 30 243 183 426
03:45 8 37 40 103 48 140 265 972 173 670 438 1642
04:00 6 51 57 245 165 410
04:15 12 66 78 282 170 452
04:30 15 90 105 262 159 421
04:45 19 52 108 315 127 367 281 1070 151 645 432 1715
05:00 25 101 126 269 147 416
05:15 19 122 141 316 171 487
05:30 38 131 169 262 162 424
05:45 55 137 171 525 226 662 252 1099 150 630 402 1729
06:00 49 157 206 242 143 385
06:15 53 183 236 225 125 350
06:30 60 187 247 216 149 365
06:45 81 243 168 695 249 938 200 883 109 526 309 1409
07:00 74 161 235 174 115 289
07:15 102 169 271 173 105 278
07:30 131 197 328 180 108 288
07:45 218 525 267 794 485 1319 163 690 95 423 258 1113
08:00 190 268 458 166 86 252
08:15 136 230 366 130 86 216
08:30 145 195 340 107 66 173
08:45 149 620 194 887 343 1507 96 499 61 299 157 798
09:00 101 138 239 81 62 143
09:15 109 151 260 80 58 138
09:30 133 178 311 61 55 116
09:45 156 499 145 612 301 1111 63 285 49 224 112 509
10:00 125 129 254 55 45 100
10:15 126 142 268 48 33 81
10:30 126 165 291 57 30 87
10:45 141 518 135 571 276 1089 40 200 27 135 67 335
11:00 147 179 326 40 19 59
11:15 160 135 295 35 22 57
11:30 135 149 284 32 15 47
11:45 168 610 162 625 330 1235 29 136 11 67 40 203
TOTALS 3355 5223 8578 8182 5531 13713
SPLIT % 39.1% 60.9% 38.5% 59.7% 40.3% 61.5%
NB SB EB WB
00 11,537 10,754
AM Peak Hour 11:45 07:30 07:45 16:30 14:15 16:45
AM Pk Volume 700 962 1649 1128 735 1759
Pk Hr Factor 0.931 0.897 0.850 0.892 0.806 0.903
7 ‐ 9 Volume 00 1145 1681 2826 00 2169 1275 3444
7 ‐ 9 Peak Hour 07:45 07:30 07:45 16:30 16:00 16:45
7 ‐ 9 Pk Volume 0 0 689 962 1649 0 0 1128 645 1759 Pk Hr Factor 0.000 0.000 0.790 0.897 0.850 0.000 0.000 0.892 0.949 0.903 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Main St W/O Live Oak Ave
21:30
21:45
22:00
Total
22,291
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
22,291
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
121
Day: City: Oakley
Date: Project #: CA23_080100_007
NB SB EB WB
8,813 9,867 00
AM Period NB SB EB WB NB SB EB WB
00:00 10 20 30 153 169 322
00:15 6 7 13 136 168 304
00:30 6 15 21 144 145 289
00:45 7 29 13 55 20 84 127 560 158 640 285 1200
01:00 5 10 15 139 148 287
01:15 1 6 7 153 152 305
01:30 8 6 14 150 170 320
01:45 3 17 10 32 13 49 133 575 171 641 304 1216
02:00 4 6 10 145 188 333
02:15 5 2 7 146 184 330
02:30 4 5 9 150 227 377
02:45 8 21 6 19 14 40 155 596 187 786 342 1382
03:00 15 8 23 140 225 365
03:15 10 5 15 139 200 339
03:30 10 5 15 198 211 409
03:45 22 57 9 27 31 84 205 682 231 867 436 1549
04:00 17 7 24 148 238 386
04:15 42 9 51 161 209 370
04:30 30 10 40 158 230 388
04:45 36 125 12 38 48 163 138 605 232 909 370 1514
05:00 49 25 74 155 242 397
05:15 69 18 87 150 253 403
05:30 82 20 102 129 198 327
05:45 85 285 31 94 116 379 126 560 212 905 338 1465
06:00 83 26 109 123 200 323
06:15 105 35 140 139 180 319
06:30 119 44 163 124 162 286
06:45 106 413 56 161 162 574 105 491 162 704 267 1195
07:00 112 68 180 104 151 255
07:15 107 65 172 112 137 249
07:30 118 111 229 104 125 229
07:45 160 497 164 408 324 905 106 426 135 548 241 974
08:00 136 167 303 88 132 220
08:15 184 148 332 87 114 201
08:30 179 119 298 52 92 144
08:45 143 642 144 578 287 1220 73 300 84 422 157 722
09:00 107 94 201 48 72 120
09:15 137 107 244 39 78 117
09:30 115 111 226 54 50 104
09:45 113 472 129 441 242 913 35 176 53 253 88 429
10:00 133 120 253 31 47 78
10:15 142 124 266 30 30 60
10:30 126 122 248 25 44 69
10:45 144 545 124 490 268 1035 26 112 32 153 58 265
11:00 150 141 291 17 32 49
11:15 145 154 299 14 23 37
11:30 130 137 267 8 18 26
11:45 153 578 173 605 326 1183 10 49 18 91 28 140
TOTALS 3681 2948 6629 5132 6919 12051
SPLIT % 55.5% 44.5% 35.5% 42.6% 57.4% 64.5%
NB SB EB WB
8,813 9,867 00
AM Peak Hour 07:45 11:45 07:45 15:30 16:30 15:30
AM Pk Volume 659 655 1257 712 957 1601
Pk Hr Factor 0.895 0.947 0.947 0.868 0.946 0.918
7 ‐ 9 Volume 1139 986 00 2125 1165 1814 00 2979
7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:15 16:30 16:30
7 ‐ 9 Pk Volume 659 598 0 0 1257 612 957 0 0 1558 Pk Hr Factor 0.895 0.895 0.000 0.000 0.947 0.950 0.946 0.000 0.000 0.967 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
18,680
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Main St S/O Carol Ln
21:30
21:45
22:00
Total
18,680
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
122
Day: City: Oakley
Date: Project #: CA23_080100_008
NB SB EB WB
00 6,461 6,086
AM Period NB SB EB WB NB SB EB WB
00:00 12 8 20 112 80 192
00:15 3 7 10 90 71 161
00:30 7 7 14 84 96 180
00:45 10 32 3 25 13 57 99 385 70 317 169 702
01:00 4 2 6 90 102 192
01:15 4 2 6 105 84 189
01:30 2 1 3 105 93 198
01:45 4 14 0 5 4 19 99 399 74 353 173 752
02:00 3 4 7 100 100 200
02:15 4 2 6 98 112 210
02:30 4 6 10 131 127 258
02:45 5 16 7 19 12 35 145 474 94 433 239 907
03:00 5 6 11 167 93 260
03:15 2 9 11 164 133 297
03:30 7 4 11 138 175 313
03:45 4 18 11 30 15 48 155 624 139 540 294 1164
04:00 10 14 24 146 119 265
04:15 7 27 34 146 122 268
04:30 9 24 33 144 118 262
04:45 11 37 18 83 29 120 127 563 119 478 246 1041
05:00 13 43 56 158 95 253
05:15 21 46 67 130 98 228
05:30 10 45 55 128 85 213
05:45 23 67 50 184 73 251 128 544 83 361 211 905
06:00 33 58 91 113 95 208
06:15 27 69 96 152 84 236
06:30 22 71 93 103 76 179
06:45 48 130 69 267 117 397 124 492 75 330 199 822
07:00 51 75 126 95 87 182
07:15 66 57 123 92 72 164
07:30 92 102 194 89 75 164
07:45 118 327 130 364 248 691 106 382 67 301 173 683
08:00 124 137 261 85 47 132
08:15 130 165 295 77 45 122
08:30 95 143 238 73 47 120
08:45 98 447 86 531 184 978 54 289 39 178 93 467
09:00 64 86 150 35 31 66
09:15 61 89 150 61 38 99
09:30 56 76 132 36 25 61
09:45 81 262 81 332 162 594 27 159 27 121 54 280
10:00 67 95 162 32 19 51
10:15 82 81 163 28 13 41
10:30 64 84 148 14 13 27
10:45 76 289 96 356 172 645 21 95 13 58 34 153
11:00 84 114 198 11 11 22
11:15 94 92 186 12 8 20
11:30 97 87 184 16 11 27
11:45 88 363 92 385 180 748 14 53 5 35 19 88
TOTALS 2002 2581 4583 4459 3505 7964
SPLIT % 43.7% 56.3% 36.5% 56.0% 44.0% 63.5%
NB SB EB WB
00 6,461 6,086
AM Peak Hour 07:45 07:45 07:45 15:00 15:15 15:15
AM Pk Volume 467 575 1042 624 566 1169
Pk Hr Factor 0.898 0.871 0.883 0.934 0.809 0.934
7 ‐ 9 Volume 00 774 895 1669 00 1107 839 1946
7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:15 16:00 16:00
7 ‐ 9 Pk Volume 0 0 467 575 1042 0 0 575 478 1041 Pk Hr Factor 0.000 0.000 0.898 0.871 0.883 0.000 0.000 0.910 0.980 0.971 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Main St E/O Rose Ave
21:30
21:45
22:00
Total
12,547
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
12,547
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
123
Day: City: Oakley
Date: Project #: CA23_080100_009
NB SB EB WB
9,428 9,248 00
AM Period NB SB EB WB NB SB EB WB
00:00 30 4 34 142 121 263
00:15 22 12 34 107 111 218
00:30 19 5 24 132 105 237
00:45 12 83 11 32 23 115 139 520 128 465 267 985
01:00 9 7 16 134 112 246
01:15 12 7 19 130 126 256
01:30 11 8 19 151 120 271
01:45 9 41 5 27 14 68 150 565 148 506 298 1071
02:00 11 5 16 152 135 287
02:15 6 12 18 166 152 318
02:30 8 15 23 184 161 345
02:45 7 32 13 45 20 77 172 674 186 634 358 1308
03:00 2 17 19 228 202 430
03:15 10 15 25 260 259 519
03:30 5 26 31 225 196 421
03:45 13 30 25 83 38 113 191 904 157 814 348 1718
04:00 15 46 61 183 166 349
04:15 11 72 83 179 180 359
04:30 27 72 99 185 157 342
04:45 20 73 86 276 106 349 193 740 186 689 379 1429
05:00 24 63 87 193 158 351
05:15 26 86 112 185 140 325
05:30 35 81 116 170 136 306
05:45 51 136 106 336 157 472 197 745 114 548 311 1293
06:00 46 77 123 162 161 323
06:15 41 97 138 172 130 302
06:30 77 144 221 169 124 293
06:45 62 226 99 417 161 643 174 677 128 543 302 1220
07:00 85 94 179 157 94 251
07:15 99 114 213 134 101 235
07:30 153 186 339 122 87 209
07:45 172 509 222 616 394 1125 117 530 84 366 201 896
08:00 235 213 448 122 77 199
08:15 142 171 313 90 80 170
08:30 118 143 261 107 76 183
08:45 107 602 166 693 273 1295 95 414 57 290 152 704
09:00 108 213 321 90 48 138
09:15 124 154 278 64 46 110
09:30 104 118 222 73 41 114
09:45 93 429 117 602 210 1031 71 298 48 183 119 481
10:00 109 104 213 42 39 81
10:15 110 111 221 46 23 69
10:30 98 112 210 44 21 65
10:45 118 435 119 446 237 881 43 175 20 103 63 278
11:00 109 103 212 30 16 46
11:15 124 122 246 24 12 36
11:30 107 131 238 26 9 35
11:45 138 478 134 490 272 968 32 112 7 44 39 156
TOTALS 3074 4063 7137 6354 5185 11539
SPLIT % 43.1% 56.9% 38.2% 55.1% 44.9% 61.8%
NB SB EB WB
9,428 9,248 00
AM Peak Hour 07:30 07:30 07:30 15:00 14:45 14:45
AM Pk Volume 702 792 1494 904 843 1728
Pk Hr Factor 0.747 0.892 0.834 0.869 0.814 0.832
7 ‐ 9 Volume 1111 1309 00 2420 1485 1237 00 2722
7 ‐ 9 Peak Hour 07:30 07:30 07:30 16:30 16:00 16:15
7 ‐ 9 Pk Volume 702 792 0 0 1494 756 689 0 0 1431 Pk Hr Factor 0.747 0.892 0.000 0.000 0.834 0.979 0.926 0.000 0.000 0.944 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Main St Bet. E Cypress Rd & Bernard Rd
21:30
21:45
22:00
Total
18,676
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
18,676
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
124
Day: City: Oakley
Date: Project #: CA23_080100_010
NB SB EB WB
7,250 6,909 00
AM Period NB SB EB WB NB SB EB WB
00:00 16 12 28 142 105 247
00:15 10 6 16 123 97 220
00:30 10 10 20 86 86 172
00:45 2 38 11 39 13 77 102 453 109 397 211 850
01:00 6 4 10 111 109 220
01:15 5 4 9 92 103 195
01:30 5 9 14 108 95 203
01:45 2 18 5 22 7 40 101 412 104 411 205 823
02:00 7 4 11 98 119 217
02:15 3 3 6 135 139 274
02:30 5 5 10 162 129 291
02:45 5 20 3 15 8 35 140 535 127 514 267 1049
03:00 6 3 9 150 132 282
03:15 7 3 10 167 159 326
03:30 7 5 12 188 157 345
03:45 9 29 5 16 14 45 152 657 154 602 306 1259
04:00 15 8 23 170 119 289
04:15 29 15 44 145 145 290
04:30 28 15 43 143 131 274
04:45 30 102 26 64 56 166 148 606 119 514 267 1120
05:00 43 24 67 148 144 292
05:15 39 25 64 133 112 245
05:30 46 39 85 133 119 252
05:45 38 166 38 126 76 292 114 528 115 490 229 1018
06:00 56 42 98 119 98 217
06:15 52 35 87 103 124 227
06:30 44 37 81 127 112 239
06:45 83 235 75 189 158 424 118 467 138 472 256 939
07:00 64 56 120 108 103 211
07:15 73 61 134 90 115 205
07:30 71 92 163 106 72 178
07:45 115 323 172 381 287 704 71 375 63 353 134 728
08:00 163 185 348 93 59 152
08:15 199 149 348 97 69 166
08:30 100 139 239 68 61 129
08:45 101 563 106 579 207 1142 58 316 50 239 108 555
09:00 90 107 197 56 49 105
09:15 78 148 226 62 57 119
09:30 85 94 179 44 40 84
09:45 75 328 90 439 165 767 46 208 36 182 82 390
10:00 94 86 180 41 36 77
10:15 88 90 178 30 22 52
10:30 95 93 188 20 24 44
10:45 66 343 92 361 158 704 26 117 16 98 42 215
11:00 85 83 168 18 16 34
11:15 92 104 196 16 12 28
11:30 98 78 176 9 5 14
11:45 78 353 96 361 174 714 15 58 12 45 27 103
TOTALS 2518 2592 5110 4732 4317 9049
SPLIT % 49.3% 50.7% 36.1% 52.3% 47.7% 63.9%
NB SB EB WB
7,250 6,909 00
AM Peak Hour 07:45 07:45 07:45 15:15 15:00 15:15
AM Pk Volume 577 645 1222 677 602 1266
Pk Hr Factor 0.725 0.872 0.878 0.900 0.947 0.917
7 ‐ 9 Volume 886 960 00 1846 1134 1004 00 2138
7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:00 16:15 16:15
7 ‐ 9 Pk Volume 577 645 0 0 1222 606 539 0 0 1123 Pk Hr Factor 0.725 0.872 0.000 0.000 0.878 0.891 0.929 0.000 0.000 0.961 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
14,159
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Main St N/O Shady Oak Dr
21:30
21:45
22:00
Total
14,159
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
125
Day: City: Oakley
Date: Project #: CA23_080100_011
NB SB EB WB
00 3,981 4,213
AM Period NB SB EB WB NB SB EB WB
00:00 1 3 4 37 43 80
00:15 1 8 9 42 47 89
00:30 2 4 6 52 48 100
00:45 0 4 1 16 1 20 56 187 46 184 102 371
01:00 0 4 4 49 52 101
01:15 0 1 1 39 61 100
01:30 5 1 6 90 58 148
01:45 1 6 3 9 4 15 55 233 75 246 130 479
02:00 0 0 0 91 63 154
02:15 0 3 3 68 55 123
02:30 2 0 2 66 60 126
02:45 5 7 2 5 7 12 42 267 79 257 121 524
03:00 0 1 1 56 114 170
03:15 5 1 6 154 154 308
03:30 1 1 2 265 116 381
03:45 10 16 4 7 14 23 108 583 77 461 185 1044
04:00 11 1 12 60 97 157
04:15 14 4 18 70 70 140
04:30 12 3 15 65 100 165
04:45 18 55 3 11 21 66 87 282 92 359 179 641
05:00 21 5 26 72 92 164
05:15 19 5 24 65 92 157
05:30 19 8 27 80 107 187
05:45 22 81 7 25 29 106 85 302 101 392 186 694
06:00 25 11 36 82 78 160
06:15 25 12 37 46 75 121
06:30 28 10 38 52 62 114
06:45 25 103 18 51 43 154 45 225 73 288 118 513
07:00 34 23 57 59 82 141
07:15 39 27 66 46 68 114
07:30 51 50 101 44 62 106
07:45 42 166 57 157 99 323 44 193 53 265 97 458
08:00 60 79 139 25 61 86
08:15 79 59 138 34 51 85
08:30 54 54 108 21 31 52
08:45 68 261 63 255 131 516 18 98 32 175 50 273
09:00 72 98 170 17 41 58
09:15 137 194 331 28 27 55
09:30 196 176 372 16 17 33
09:45 97 502 46 514 143 1016 4 65 20 105 24 170
10:00 42 45 87 3 14 17
10:15 36 41 77 7 19 26
10:30 44 38 82 4 14 18
10:45 42 164 50 174 92 338 2 16 6 53 8 69
11:00 42 31 73 4 9 13
11:15 34 51 85 4 6 10
11:30 38 34 72 1 3 4
11:45 41 155 66 182 107 337 1 10 4 22 5 32
TOTALS 1520 1406 2926 2461 2807 5268
SPLIT % 51.9% 48.1% 35.7% 46.7% 53.3% 64.3%
NB SB EB WB
00 3,981 4,213
AM Peak Hour 09:00 08:45 09:00 15:15 14:45 15:00
AM Pk Volume 502 531 1016 587 463 1044
Pk Hr Factor 0.640 0.684 0.683 0.554 0.752 0.685
7 ‐ 9 Volume 00 427 412 839 00 584 751 1335
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:45 17:00 17:00
7 ‐ 9 Pk Volume 0 0 261 255 516 0 0 304 392 694 Pk Hr Factor 0.000 0.000 0.826 0.807 0.928 0.000 0.000 0.874 0.916 0.928 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
8,194
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Neroly Rd Bet. Daffodil Dr & Lavender Way
21:30
21:45
22:00
Total
8,194
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
126
Day: City: Oakley
Date: Project #: CA23_080100_012
NB SB EB WB
00 3,397 3,237
AM Period NB SB EB WB NB SB EB WB
00:00 3 1 4 42 31 73
00:15 2 1 3 48 33 81
00:30 3 1 4 40 42 82
00:45 2 10 0 3 2 13 40 170 42 148 82 318
01:00 3 0 3 47 38 85
01:15 1 0 1 42 44 86
01:30 1 2 3 51 52 103
01:45 1 6 0 2 1 8 84 224 64 198 148 422
02:00 0 0 0 54 49 103
02:15 1 1 2 48 55 103
02:30 0 0 0 44 41 85
02:45 1 2 1 2 2 4 53 199 60 205 113 404
03:00 1 0 1 55 98 153
03:15 0 3 3 149 149 298
03:30 2 2 4 147 168 315
03:45 4 7 4 9 8 16 78 429 96 511 174 940
04:00 1 3 4 90 44 134
04:15 3 5 8 76 53 129
04:30 2 7 9 78 60 138
04:45 1 7 4 19 5 26 80 324 73 230 153 554
05:00 5 12 17 87 74 161
05:15 6 9 15 66 42 108
05:30 4 8 12 96 67 163
05:45 8 23 15 44 23 67 88 337 54 237 142 574
06:00 9 14 23 68 50 118
06:15 10 13 23 52 42 94
06:30 11 14 25 40 37 77
06:45 18 48 14 55 32 103 50 210 26 155 76 365
07:00 12 17 29 54 42 96
07:15 22 25 47 58 30 88
07:30 33 38 71 55 24 79
07:45 46 113 44 124 90 237 40 207 30 126 70 333
08:00 40 67 107 40 11 51
08:15 52 63 115 34 27 61
08:30 38 44 82 19 17 36
08:45 53 183 52 226 105 409 23 116 14 69 37 185
09:00 82 100 182 24 10 34
09:15 135 195 330 15 17 32
09:30 138 214 352 10 15 25
09:45 48 403 51 560 99 963 10 59 2 44 12 103
10:00 26 29 55 10 5 15
10:15 36 30 66 7 4 11
10:30 25 36 61 9 2 11
10:45 42 129 47 142 89 271 4 30 2 13 6 43
11:00 28 29 57 5 3 8
11:15 43 21 64 7 1 8
11:30 23 32 55 1 0 1
11:45 51 145 28 110 79 255 3 16 1 5 4 21
TOTALS 1076 1296 2372 2321 1941 4262
SPLIT % 45.4% 54.6% 35.8% 54.5% 45.5% 64.2%
NB SB EB WB
00 3,397 3,237
AM Peak Hour 08:45 08:45 08:45 15:15 15:00 15:00
AM Pk Volume 408 561 969 464 511 940
Pk Hr Factor 0.739 0.655 0.688 0.779 0.760 0.746
7 ‐ 9 Volume 00 296 350 646 00 661 467 1128
7 ‐ 9 Peak Hour 08:00 08:00 08:00 17:00 16:15 16:45
7 ‐ 9 Pk Volume 0 0 183 226 409 0 0 337 260 585 Pk Hr Factor 0.000 0.000 0.863 0.843 0.889 0.000 0.000 0.878 0.878 0.897 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Neroly Rd W/O O'Hara Ave
21:30
21:45
22:00
Total
6,634
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
6,634
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
127
Day: City: Oakley
Date: Project #: CA23_080100_013
NB SB EB WB
399 983 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 0 2 2 6 9 15
00:15 0 0 0 7 18 25
00:30 0 0 0 7 13 20
00:45 0 0 2 0 2 7 27 14 54 21 81
01:00 0 0 0 4 16 20
01:15 0 0 0 5 10 15
01:30 0 0 0 5 21 26
01:45 1 1 1 1 2 2 9 23 17 64 26 87
02:00 0 0 0 5 18 23
02:15 0 0 0 3 14 17
02:30 0 0 0 9 21 30
02:45 0 2 2 2 2 7 24 12 65 19 89
03:00 0 0 0 7 19 26
03:15 0 0 0 8 29 37
03:30 0 0 0 5 24 29
03:45 0 1 1 1 1 8 28 27 99 35 127
04:00 1 2 3 10 25 35
04:15 2 1 3 5 22 27
04:30 1 0 1 10 37 47
04:45 0 4 2 5 2 9 7 32 24 108 31 140
05:00 7 3 10 8 32 40
05:15 4 1 5 4 23 27
05:30 2 1 3 9 29 38
05:45 6 19 2 7 8 26 8 29 20 104 28 133
06:00 7 0 7 8 18 26
06:15 2 4 6 2 25 27
06:30 2 6 8 10 14 24
06:45 5 16 6 16 11 32 8 28 13 70 21 98
07:00 2 5 7 4 23 27
07:15 4 4 8 4 18 22
07:30 9 7 16 6 10 16
07:45 6 21 12 28 18 49 3 17 15 66 18 83
08:00 10 16 26 3 10 13
08:15 12 10 22 6 14 20
08:30 7 9 16 4 11 15
08:45 10 39 14 49 24 88 1 14 6 41 7 55
09:00 3 8 11 2 9 11
09:15 9 12 21 1 5 6
09:30 5 11 16 2 5 7
09:45 7 24 12 43 19 67 1 6 2 21 3 27
10:00 7 10 17 2 2 4
10:15 3 9 12 1 2 3
10:30 3 12 15 0 3 3
10:45 9 22 12 43 21 65 0 3 2 9 2 12
11:00 8 24 32 0 5 5
11:15 7 13 20 0 2 2
11:30 5 20 25 0 3 3
11:45 2 22 17 74 19 96 0 1 11 1 11
TOTALS 168 271 439 231 712 943
SPLIT % 38.3% 61.7% 31.8% 24.5% 75.5% 68.2%
NB SB EB WB
399 983 0 0
AM Peak Hour 08:00 11:00 10:45 15:45 16:30 16:15
AM Pk Volume 39 74 98 33 116 145
Pk Hr Factor 0.813 0.771 0.766 0.825 0.784 0.771
7 ‐ 9 Volume 60 77 00 137 61 212 00 273
7 ‐ 9 Peak Hour 08:00 08:00 08:00 16:00 16:30 16:15
7 ‐ 9 Pk Volume 39 49 0 0 88 32 116 0 0 145
Pk Hr Factor 0.813 0.766 0.000 0.000 0.846 0.800 0.784 0.000 0.000 0.771 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
1,382
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Rose Ave S/O Main St
21:30
21:45
22:00
Total
1,382
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
128
Day: City: Oakley
Date: Project #: CA23_080100_014
NB SB EB WB
1,196 1,583 00
AM Period NB SB EB WB NB SB EB WB
00:00 4 2 6 17 15 32
00:15 1 1 2 14 21 35
00:30 0 0 0 21 22 43
00:45 1 6 1 4 2 10 13 65 22 80 35 145
01:00 1 1 2 18 21 39
01:15 0 0 0 25 28 53
01:30 2 0 2 14 22 36
01:45 1 4 1 2 2 6 16 73 22 93 38 166
02:00 0 1 1 17 21 38
02:15 2 0 2 18 18 36
02:30 2 1 3 26 25 51
02:45 0 4 1 3 1 7 29 90 18 82 47 172
03:00 0 0 0 49 27 76
03:15 0 0 0 32 64 96
03:30 1 1 2 42 29 71
03:45 0 1 2 3 2 4 33 156 37 157 70 313
04:00 0 4 4 28 29 57
04:15 2 6 8 19 20 39
04:30 1 7 8 28 33 61
04:45 3 6 11 28 14 34 22 97 26 108 48 205
05:00 3 13 16 19 37 56
05:15 2 5 7 23 26 49
05:30 5 7 12 20 25 45
05:45 4 14 22 47 26 61 19 81 25 113 44 194
06:00 9 12 21 20 24 44
06:15 4 17 21 19 22 41
06:30 7 21 28 13 22 35
06:45 7 27 18 68 25 95 23 75 19 87 42 162
07:00 11 22 33 15 20 35
07:15 9 19 28 17 17 34
07:30 15 19 34 17 13 30
07:45 21 56 51 111 72 167 13 62 13 63 26 125
08:00 45 74 119 19 12 31
08:15 40 67 107 17 17 34
08:30 25 26 51 10 12 22
08:45 20 130 27 194 47 324 4 50 9 50 13 100
09:00 14 14 28 6 7 13
09:15 11 21 32 11 10 21
09:30 11 25 36 7 6 13
09:45 12 48 17 77 29 125 6 30 3 26 9 56
10:00 10 16 26 7 5 12
10:15 10 12 22 3 3 6
10:30 10 21 31 4 2 6
10:45 14 44 21 70 35 114 3 17 4 14 7 31
11:00 9 25 34 2 2 4
11:15 15 22 37 3 2 5
11:30 18 22 40 1 3 4
11:45 11 53 26 95 37 148 1 7 1 8 2 15
TOTALS 393 702 1095 803 881 1684
SPLIT % 35.9% 64.1% 39.4% 47.7% 52.3% 60.6%
NB SB EB WB
1,196 1,583 00
AM Peak Hour 07:45 07:45 07:45 15:00 15:15 15:00
AM Pk Volume 131 218 349 156 159 313
Pk Hr Factor 0.728 0.736 0.733 0.796 0.621 0.815
7 ‐ 9 Volume 186 305 00 491 178 221 00 399
7 ‐ 9 Peak Hour 07:45 07:45 07:45 16:00 16:30 16:30
7 ‐ 9 Pk Volume 131 218 0 0 349 97 122 0 0 214 Pk Hr Factor 0.728 0.736 0.000 0.000 0.733 0.866 0.824 0.000 0.000 0.877 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,779
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Rose Ave Bet. Vlnewood Dr & Anvilwood Dr
21:30
21:45
22:00
Total
2,779
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
129
Day: City: Oakley
Date: Project #: CA23_080100_015
NB SB EB WB
2,435 2,454 00
AM Period NB SB EB WB NB SB EB WB
00:00 3 1 4 27 25 52
00:15 4 1 5 29 22 51
00:30 2 1 3 24 22 46
00:45 5 14 1 4 6 18 44 124 25 94 69 218
01:00 0 0 0 32 39 71
01:15 2 1 3 49 42 91
01:30 0 2 2 40 34 74
01:45 1 3 0 3 1 6 32 153 34 149 66 302
02:00 0 1 1 42 29 71
02:15 0 1 1 63 45 108
02:30 1 0 1 50 73 123
02:45 0 1 2 4 2 5 63 218 49 196 112 414
03:00 0 2 2 44 115 159
03:15 2 3 5 47 48 95
03:30 1 4 5 71 39 110
03:45 1 4 7 16 8 20 71 233 45 247 116 480
04:00 0 9 9 67 38 105
04:15 0 9 9 53 39 92
04:30 2 11 13 52 50 102
04:45 2 4 6 35 8 39 63 235 43 170 106 405
05:00 0 8 8 49 42 91
05:15 6 11 17 53 47 100
05:30 7 10 17 47 48 95
05:45 4 17 10 39 14 56 52 201 36 173 88 374
06:00 11 12 23 48 38 86
06:15 5 20 25 35 42 77
06:30 6 23 29 40 32 72
06:45 10 32 23 78 33 110 56 179 33 145 89 324
07:00 18 25 43 50 25 75
07:15 16 36 52 44 24 68
07:30 20 55 75 36 25 61
07:45 45 99 95 211 140 310 46 176 21 95 67 271
08:00 77 111 188 27 25 52
08:15 73 114 187 26 20 46
08:30 60 39 99 26 15 41
08:45 22 232 44 308 66 540 23 102 19 79 42 181
09:00 24 37 61 22 16 38
09:15 17 28 45 20 10 30
09:30 16 25 41 16 4 20
09:45 21 78 22 112 43 190 13 71 9 39 22 110
10:00 29 19 48 4 8 12
10:15 24 21 45 10 9 19
10:30 22 17 39 8 7 15
10:45 22 97 33 90 55 187 7 29 4 28 11 57
11:00 35 30 65 5 2 7
11:15 23 25 48 7 3 10
11:30 30 27 57 5 4 9
11:45 26 114 48 130 74 244 2 19 0 9 2 28
TOTALS 695 1030 1725 1740 1424 3164
SPLIT % 40.3% 59.7% 35.3% 55.0% 45.0% 64.7%
NB SB EB WB
2,435 2,454 00
AM Peak Hour 07:45 07:30 07:45 15:30 14:30 14:15
AM Pk Volume 255 375 614 262 285 502
Pk Hr Factor 0.828 0.822 0.816 0.923 0.620 0.789
7 ‐ 9 Volume 331 519 00 850 436 343 00 779
7 ‐ 9 Peak Hour 07:45 07:30 07:45 16:00 16:30 16:00
7 ‐ 9 Pk Volume 255 375 0 0 614 235 182 0 0 405 Pk Hr Factor 0.828 0.822 0.000 0.000 0.816 0.877 0.910 0.000 0.000 0.955 4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
4,889
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Vintage Pkwy S/O Walnut Meadows Dr
21:30
21:45
22:00
Total
4,889
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/25/2023
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
130
Day: City: Oakley
Date: Project #: CA23_080182_001
NB SB EB WB
00 10,177 8,961
AM Period NB SB EB WB NB SB EB WB
00:00 13 8 21 189 146 335
00:15 21 12 33 187 134 321
00:30 9 10 19 169 159 328
00:45 8 51 6 36 14 87 183 728 171 610 354 1338
01:00 10 6 16 168 167 335
01:15 7 6 13 182 181 363
01:30 3 5 8 174 139 313
01:45 7 27 7 24 14 51 182 706 158 645 340 1351
02:00 6 6 12 190 144 334
02:15 1 8 9 182 136 318
02:30 3 6 9 174 141 315
02:45 3 13 11 31 14 44 182 728 168 589 350 1317
03:00 3 8 11 196 135 331
03:15 6 5 11 175 141 316
03:30 3 17 20 241 147 388
03:45 2 14 24 54 26 68 240 852 154 577 394 1429
04:00 7 26 33 260 168 428
04:15 3 49 52 243 151 394
04:30 9 47 56 242 164 406
04:45 15 34 57 179 72 213 229 974 167 650 396 1624
05:00 20 66 86 222 126 348
05:15 16 59 75 238 139 377
05:30 25 81 106 235 135 370
05:45 44 105 80 286 124 391 177 872 143 543 320 1415
06:00 36 85 121 203 141 344
06:15 46 95 141 181 122 303
06:30 35 111 146 186 143 329
06:45 49 166 108 399 157 565 174 744 111 517 285 1261
07:00 64 129 193 176 86 262
07:15 81 114 195 129 135 264
07:30 105 135 240 148 124 272
07:45 139 389 150 528 289 917 168 621 79 424 247 1045
08:00 181 147 328 157 90 247
08:15 129 170 299 128 70 198
08:30 129 175 304 119 84 203
08:45 154 593 123 615 277 1208 97 501 88 332 185 833
09:00 112 133 245 78 69 147
09:15 114 114 228 73 55 128
09:30 106 130 236 53 47 100
09:45 122 454 137 514 259 968 48 252 47 218 95 470
10:00 122 136 258 38 34 72
10:15 128 122 250 32 30 62
10:30 123 135 258 33 33 66
10:45 144 517 110 503 254 1020 45 148 19 116 64 264
11:00 127 122 249 21 20 41
11:15 163 112 275 19 15 34
11:30 142 147 289 28 17 45
11:45 171 603 131 512 302 1115 17 85 7 59 24 144
TOTALS 2966 3681 6647 7211 5280 12491
SPLIT % 44.6% 55.4% 34.7% 57.7% 42.3% 65.3%
NB SB EB WB
00 10,177 8,961
AM Peak Hour 11:45 07:45 11:45 15:45 12:30 16:00
AM Pk Volume 716 642 1286 985 678 1624
Pk Hr Factor 0.947 0.917 0.960 0.947 0.936 0.949
7 ‐ 9 Volume 00 982 1143 2125 00 1846 1193 3039
7 ‐ 9 Peak Hour 08:00 07:45 07:45 16:00 16:00 16:00
7 ‐ 9 Pk Volume 0 0 593 642 1220 0 0 974 650 1624 Pk Hr Factor 0.000 0.000 0.819 0.917 0.930 0.000 0.000 0.937 0.967 0.949 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
5/31/2023
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Mian St Bet. Empire Ave & Brock Ln
21:30
21:45
22:00
Total
19,138
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
19,138
DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45
131
E N G I N E E R I N G A N D T R A F F I C S U R V E Y | C I T Y O F O A K L E Y |
APPENDIX D
PREVIOUS RECOMMENDED SPEED LIMIT CERTIFICATIONS
132
133
134
135
STAFF REPORT
City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.ci.oakley.ca.us DATE: September 26, 2023
TO: Joshua McMurray, City Manager
FROM: Kevin Rohani, P.E., Public Works Director/City Engineer SUBJECT: Acceptance of work associated with the City Hall Human Resources Department Remodeling Project – Capital Improvement Project Number 290
Background and Analysis
The City’s adopted Fiscal Year (FY) 2023/24 Capital Improvement Program (CIP) budget designates funding for various infrastructure improvement projects. This is consistent with the City’s Strategic Goals to improve the quality of the City’s public infrastructure and to enhance the quality of life for our residents.
The City of Oakley strives to provide exemplary service to all clients. One key part of the City operations is the Human Resources Department that serves both internal and external customers. The lack of functional office space has been a challenge for the Human Resources Department staff. Due to the nature of their work, the Human Resources Department were in need of private office space for meeting with customers and to have a proper and secure space for keeping confidential documents.
This project remodeled the administration section of City Hall by creating office space, new functional cubicle spaces, a secure file room, and a private conference room for the Human Resources Department staff to meet with the internal/external clients in a private setting. As part of this project, the administration section of City Hall and the Council Chambers received new carpet and paint.
On February 28, 2023, the City Council awarded a contract to TGN Build Inc. for the construction of the City Hall Human Resources Department Remodeling Project, and the work has now been completed successfully.
Consistency with the Oakley Strategic Plan 27+
This item is consistent with the Strategic Plan 27+ Community Health and Safety goals.
Fiscal Impact
The authorized budget for the construction of this project was $244,000. This project was completed under the authorized budget in the amount of $217,079.52. Pursuant to the contract documents, 5% of the accrued costs were withheld from the amount paid to the contractor. These funds are called “retention” and are held until the end of Approved and
Forwarded to the
City Council
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CITY HALL | 3231 Main Street, Oakley, CA 94561 2
O (925) 625-7000 | F (925) 625-9859 | www.CI.Oakley.CA.US the project to ensure that the contractor completes the project in a timely manner.
Approval of this item will authorize the release of the retention payment to the contractor. The retention was already budgeted as part of the contractor and change order approvals, so there is no additional fiscal impact associated with this action.
Staff Recommendation
Staff recommends that the City Council adopt the resolution accepting Capital Improvement Project Number 290 – City Hall Human Resources Department Remodeling Project to be complete, and to direct the City Clerk to file a Notice of Completion for the project with the County Recorder.
Attachments
1. Resolution
2. Notice of Completion
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Resolution No. XX-23 Page 1 of 1
RESOLUTION NO. XX-23
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKLEY ACCEPTING THE WORK AS COMPLETE BY TGN BUILD INC. FOR CAPITAL IMPROVEMENT PROJECT NUMBER 290 – CITY HALL HUMAN RESOURCES DEPARTMENT
REMODELING PROJECT
WHEREAS, on February 28, 2023, by adopting Resolution No. 15-23 the City Council awarded a construction contract to TGN Build, Inc. for the construction of the City Hall Human Resources Department Remodeling Project – Capital Improvement Project (CIP) Number 290; and
WHEREAS, TGN Build, Inc. has satisfied the contractual requirements necessary for the acceptance of the City Hall Human Resources Department Remodeling Project to be deemed complete in the final amount of $217,079.52.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Oakley, that the City Hall Human Resources Department Remodeling Project – CIP No. 290 is hereby accepted as complete.
BE IT FURTHER RESOLVED AND ORDERED that the City Clerk is hereby directed to file a Notice of Completion for the City Hall Human Resources Department Remodeling Project – CIP No. 290 with the County Recorder.
PASSED AND ADOPTED by the City Council of the City of Oakley this 26th day of September 2023 by the following vote:
AYES:
NOES:
ABSTENTIONS:
ABSENT:
APPROVED:
___________________
Aaron Meadows, Mayor
ATTEST:
____
Libby Vreonis, City Clerk Date
138
WHEN RECORDED MAIL TO:
City Clerk
City Of Oakley
3231 Main Street
Oakley, CA 94561
RECORDING REQUESTED BY:
City Of Oakley
3231 Main Street
Oakley, CA 94561
SPACE ABOVE THIS LINE RESERVED FOR RECORDER’S USE
NOTICE OF COMPLETION
Capital Improvement Project (CIP) Number 290 – City Hall Human Resources Department Remodeling Project
NOTICE IS HEREBY GIVEN THAT:
The CITY OF OAKLEY, a political subdivision of the State of California, did, on February 28, 2023, enter into an agreement with TGN Build Inc. for the construction of Capital Improvement Project (CIP) Number 290 – City Hall Human Resources Department Remodeling Project, with work located at 3231 Main Street, Oakley, CA. 94561.
The Owner’s nature of interest or estate in the property described below is in fee.
The work described in the contract documents was to furnish all material, labor, and equipment necessary to complete CIP Number 290 – City Hall Human Resources Department Remodeling Project.
On September 26, 2023, said contract as a whole was completed and the work was accepted by the City Council of the City of Oakley.
______________________________________________________________________
VERIFICATION
I have read the foregoing NOTICE OF COMPLETION and know the contents thereof; the same is true of my knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct, and that this declaration was executed this 26th day of September 2023 at Oakley, California.
Date: ______________ By:
Libby Vreonis, City Clerk
City of Oakley, California
PURSUANT TO GOVERNMENT CODE
§6103 NO FEE IS REQUIRED FOR THE
RECORDATION OF THIS DOCUMENT
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City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.ci.oakley.ca.us DATE: September 26, 2023
TO: Joshua McMurray, City Manager
FROM: Danielle Navarro, Assistant City Manager
SUBJECT: Authorize the City Manager to Enter Into a One-year Agreement with Townsend Public Affairs, Inc. for On-Call Grant Writing Services Background and Analysis
The City has historically used several firms for grant finding and grant writing activities to seek appropriate grant funding for various projects and activities. In June 2022, staff issued a Request for Proposals (RFP) for on-call grant writing services and after a thorough review by the City Manager, Community Development Director, and Public Works Director, staff recommended Townsend Public Affairs, Inc.
In September 2022, the City Council adopted a resolution authorizing the City Manager to enter into a contract with Townsend Public Affairs, Inc. for grant writing and submission services, grant administration, and post-grant services. Townsend Public Affairs, Inc has taken an active role in providing these services to the City for the contract term, which ended on August 31, 2023.
With Townsend’s assistance and Assemblymember Wilson’s advocacy, $2,000,000 was earmarked in the State budget for the City’s East Cypress Road Widening project.
Townsend also guided the City in securing an $850,000 federal earmark (in the final inclusion of the budget package, but subject to final approval by Congress) put forward by Congressman DeSaulnier for the rehabilitation of Enrico Cinquini Park. Townsend also assisted the City in securing $45,000 in Transportation Development Act funds from the Metropolitan Transportation Commission for the installation of a Pedestrian Crossing Light System on Live Oak Road and O’Hara Avenue at Delta De Anza Trail Crossing.
Staff has been satisfied with the services provided by Townsend Public Affairs, Inc. and recommends the City Council authorize the City Manager to enter into another one-year contract for a not-to-exceed amount of $60,000. The full scope of the services offered to the City is included as an attachment to the contract included with this staff report.
Townsend Public Affairs, Inc.’s business model is a fixed monthly fee contract over one calendar year; there are no limits on the number of grants they will pursue, lobby, and help administer for the City.
Approved and
Forwarded to the
City Council
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STAFF REPORT
CITY HALL | 3231 Main Street, Oakley, CA 94561 2
O (925) 625-7000 | F (925) 625-9859 | www.CI.Oakley.CA.US Consistency with the Oakley Strategic Plan 27+
This item is consistent with following Oakley Strategic Plan 27+ goals: Community Health and Safety, Parks and Open Space, Finance and Fiscal Responsibility, and Sustainable Organization. Working with an experienced firm will continue to augment City staff’s ability to seek out and be more competitive for grant funding. .
Fiscal Impact
The total cost of the attached contract is for $5,000 a month or $60,000 a year. The funding for this contract was approved in the General Fund as part of the FY 2023- 2024 annual budget.
Staff Recommendation
Staff recommends the Council authorize the City Manager to enter into the attached one-year contract with Townsend Public Affairs, Inc. for a total not-to-exceed amount of $60,000.
Attachments
1. Proposed Resolution
Exhibit A – Townsend Public Affairs, Inc. Contract
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Resolution No. XX-23 Page 1 of 1
RESOLUTION NO. XX-23
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKLEY, AUTHORIZING
THE CITY MANAGER TO RENTER INTO A ONE-YEAR AGREEMENT WITH TOWNSEND PUBLIC AFFAIRS, INC. FOR ON-CALL GRANT WRITING SERVICES WHEREAS, the City desires to continue engaging outside assistance in seeking and obtaining grants to support City services; and
WHEREAS, in June 2022, staff issued a Request for Proposals (RFP) for on-call grant writing services and after a thorough review by the City Manager, Community Development Director, and Public Works Director, staff recommended Townsend Public Affairs, Inc. (“Townsend”); and a full service firm specializing in developing and assisting municipalities with grant programs; and
WHEREAS, the City Council authorized the City Manager to enter into a one-year on-call grant writing contract with Townsend ending August 31, 2023; and WHEREAS, staff has been satisfied with the services provided by Townsend over one year term and since the contract expired on August 31st and recommends the City Council authorize the City Manager to enter into another one-year contract retroactive to September 1, 2023 for a not-to-exceed amount of $60,000.
NOW, THEREFORE, BE IT RESOLVED AND ORDERED, that the City Council of the City of Oakley does hereby authorize the City Manager to execute the Agreement with Townsend Public Affairs, Inc., attached as Exhibit A to the resolution for on-call grant writing services.
PASSED AND ADOPTED by the City Council of the City of Oakley this 26th day of September, 2023 by the following vote:
AYES:
NOES:
ABSTENTIONS:
ABSENT:
APPROVED:
________________
ATTEST: Aaron Meadows, Mayor
______ _____
Libby Vreonis, City Clerk Date
142
CONSULTING SERVICES AGREEMENT BETWEEN THE CITY
OF OAKLEY AND TOWNSEND PUBLIC AFFAIRS, INC. FOR
CONSULTANT SERVICES ASSOCIATED WITH GRANT
WRITING
THIS AGREEMENT for consulting services is entered into by and between the City of Oakley, a municipal corporation in the State of California (hereinafter referred to as “City”) and Townsend Public Affairs, Inc. (hereinafter referred to as “Consultant”), collectively sometimes referred to hereinafter as the “Parties”, as of September 1, 2023 (the “Effective Date”).
Section 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Work or proposal letter attached hereto and incorporated herein as Exhibit A at the time and place and in the manner specified therein. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, the Agreement shall prevail. [Grab your reader’s attention with a great quote from the document or use this space to emphasize a key point. To place this text box anywhere on the page, just drag it.]
1.1 Term of Services. The term of this Agreement shall begin on the Effective Date and shall end on August 31, 2024, the date of completion specified in Exhibit A, and Consultant shall complete the work described in Exhibit A prior to that date, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 8. The time provided to Consultant to complete the services required by this Agreement shall not affect the City’s right to terminate the Agreement, as provided for in Section 8. Should this Agreement be amended to include additional tasks as contemplated in Section 1, the term of services shall be extended as mutually agreed upon by City and Consultant.
1.2 Standard of Performance. Consultant shall perform all services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged in the geographical area in which Consultant practices its profession. Consultant shall prepare all work products required by this Agreement in a substantial, first-class manner and shall conform to the standards of quality normally observed by a person practicing in Consultant's profession.
1.3 Assignment of Personnel. Consultant shall assign only competent personnel to perform services pursuant to this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.
1.4 Time. Consultant shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary to meet the standard of performance provided in Section 1.1 above and to satisfy Consultant’s obligations hereunder.
Section 2. COMPENSATION. City hereby agrees to pay Consultant a sum not to exceed $60,000, notwithstanding any contrary indications that may be contained in Consultant’s proposal, for services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Consultant’s proposal, attached as Exhibit A, regarding the amount of compensation, the
EXHIBIT A
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Agreement shall prevail. City shall pay Consultant for services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Consultant for services rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein. Except as specifically authorized by City, Consultant shall not bill City for duplicate services performed by more than one person.
Consultant and City acknowledge and agree that compensation paid by City to Consultant under this Agreement is based upon Consultant’s estimated costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Consultant. Consequently, the parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Consultant and its employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions beyond compensation required under this Agreement.
2.1 Invoices. Consultant shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information:
The beginning and ending dates of the billing period; The total number of hours of work performed under the Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing services hereunder, as well as separate notice which shall include an estimate of the time necessary to complete the work described in Exhibit A.
At City’s option, for each work item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person doing the work, the hours spent by each person, a brief description of the work, and each reimbursable expense;
The Consultant’s signature.
2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have 30 days from the receipt of an invoice that complies with all of the requirements above to pay Consultant.
2.3 Final Payment. City shall pay the last 10% of the total sum due pursuant to this Agreement within 60 days after completion of the services and submittal to City of a final invoice, if all services required have been satisfactorily performed.
2.4 Total Payment. City shall pay for the services to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement.
In no event shall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entire Agreement, unless the Agreement is modified prior to the submission of such an invoice by a properly executed change order or amendment approved by the City Manager, which shall not exceed the maximum amount allowed by the Oakley Municipal Code.
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2.5 Hourly Fees. Fees for work performed by Consultant shall not exceed the amounts shown on the Compensation Schedule attached hereto and incorporated herein as Exhibit A.
2.6 Reimbursable Expenses. Reimbursable expenses are specified in Exhibit A, and expenses not listed in Exhibit A are not chargeable to the City.
2.7 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes.
2.8 Payment upon Termination. In the event that the City or Consultant terminates this Agreement pursuant to Section 8 of this Agreement, the City shall compensate the Consultant for all outstanding costs and reimbursable expenses incurred for work satisfactorily completed as of the date of written notice of termination. Consultant shall maintain adequate logs and timesheets in order to verify costs incurred to that date.
2.9 Authorization to Perform Services. The Consultant is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.
Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Consultant shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services required by this Agreement. City shall make available to Consultant only the facilities and equipment listed in this section, and only under the terms and conditions set forth herein.
City shall furnish physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant’s use while consulting with City employees and reviewing records and the information in possession of the City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be obligated to furnish any facility that may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities.
Section 4. INSURANCE REQUIREMENTS. Before beginning any work under this Agreement, Consultant, at its own cost and expense, shall procure the types and amounts of insurance listed below and in Exhibit B against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Consultant and its agents, representatives, employees, and subcontractors. Consistent with the following provisions, Consultant shall provide proof satisfactory to City of such insurance that meets the requirements of this section and under forms of insurance satisfactory in all respects to the City, and that such insurance is in effect prior to commencing work under this Agreement.
Consultant shall maintain the insurance policies required by this section throughout the term of this Agreement. The cost of such insurance shall be included in the Consultant's bid. Consultant shall not allow any subcontractor to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Verification of the required insurance is attached hereto and incorporated herein as Exhibit C. 145
4.1 Variation. The City may approve a variation in the insurance requirements, upon a determination that the coverage, scope, limit, and form of such insurance is either not commercially available, or that the City’s interests are otherwise sufficiently protected.
4.2 Notice of Reduction in Coverage. In the event that any coverage required by this section is reduced, limited, or materially affected in any other manner, Consultant shall provide written notice to City at Consultant’s earliest possible opportunity and in no case later than five days after Consultant is notified of the change in coverage.
4.3 Remedies. In addition to any other remedies City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Consultant’s breach:
Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both stop work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or Terminate this Agreement.
Section 5. INDEMNIFICATION AND CONSULTANT’S RESPONSIBILITIES. Consultant shall to the fullest extent allowed by law, with respect to all Services performed in connection with this Agreement, defend with counsel acceptable to the City, and indemnify and hold the City and its officials, officers, employees, agents, and volunteers harmless from and against any and all losses that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant (“Claims”).Consultant will bear all loses, costs, damages, expense and liability of every kind, nature and description that arise out of, pertain to, or relate to such Claims, whether directly or indirectly (“Liability”). Such obligations to defend, hold harmless and indemnify the City shall not apply to the extent that such Liability is caused by the sole negligence, active negligence, or willful misconduct of the City or any third party.
With respect to third party claims against the Consultant, the Consultant waives any and all rights of any type of express or implied indemnity against the indemnitees.
However, notwithstanding the foregoing, in accordance with California Civil Code Section 1668, nothing in this Agreement shall be construed to exempt the City from its own fraud, willful injury to the person or property of another, or violation of law. In addition, and notwithstanding the foregoing, to the extent this Agreement is a “construction contract” as defined by California Civil Code section 2783, as may be amended from time to time, such duties of Consultant to indemnify shall not apply when to do so would be prohibited by California Civil Code Section 2782.
Section 6. STATUS OF CONSULTANT.
6.1 Independent Contractor. At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. City shall have the right to control Consultant only insofar as the results of Consultant's services rendered pursuant to this Agreement and assignment of personnel pursuant to Subparagraph 1.3; however, 146
otherwise City shall not have the right to control the means by which Consultant accomplishes services rendered pursuant to this Agreement. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (PERS) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.
6.2 Consultant, Not Agent. Except as City may specify in writing, Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent.
Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever.
Section 7. LEGAL REQUIREMENTS.
7.1 Governing Law. The laws of the State of California shall govern this Agreement.
7.2 Compliance with Applicable Laws. Consultant and any subcontractors shall comply with all laws applicable to the performance of the work hereunder, including but not limited to, the California Building Code, the Americans with Disabilities Act, and any copyright, patent or trademark law. Consultant’s failure to comply with any law(s) or regulation(s) applicable to the performance of the work hereunder shall constitute a breach of contract.
7.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Consultant and any subcontractors shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program.
7.4 Licenses and Permits. Consultant represents and warrants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Consultant represents and warrants to City that Consultant and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain during the term of this Agreement valid business licenses from City.
7.5 Nondiscrimination and Equal Opportunity. Consultant shall not discriminate, on the basis of a person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Consultant under this Agreement.
Consultant shall comply with all applicable federal, state, and local laws, policies, rules, and 147
requirements related to equal opportunity and nondiscrimination in employment, contracting, and the provision of any services that are the subject of this Agreement.
Consultant shall include the provisions of this Subsection in any subcontract approved by the Contract Administrator of this Agreement.
Section 8. TERMINATION AND MODIFICATION.
8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant.
Consultant may cancel this Agreement upon 30 days written notice to City and shall include in such notice the reasons for cancellation.
In the event of termination, Consultant shall be entitled to compensation for services performed to the effective date of termination; City, however, may condition payment of such compensation upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or the City in connection with this Agreement.
8.2 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. This Agreement may be extended at the option of the City. Should City decide to exercise its option to extend this Agreement, City shall provide written notice to Consultant at least sixty (60) days prior to the end date of this Agreement. Any such extension shall require a written amendment to this Agreement, as provided for herein. Consultant understands and agrees that, if City grants such an extension, City shall have no obligation to provide Consultant with compensation beyond the maximum amount provided for in this Agreement, unless City agrees to do so by written amendment to this Agreement. Similarly, Consultant understands and agrees that, City shall have no obligation to reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period, unless City agrees to do so by written amendment to this Agreement.
8.3 Amendments. The parties may amend this Agreement only by a writing signed by all the parties.
8.4 Assignment and Subcontracting. City and Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Consultant.
Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator. 148
8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the termination of this Agreement.
8.6 Options upon Breach by Consultant. If Consultant materially breaches any of the terms of this Agreement, City’s remedies shall include, but not be limited to the following:
8.6.1 Immediately terminate the Agreement;
8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement;
8.6.3 Retain a different consultant to complete the work described in Exhibit A not finished by Consultant; or
8.6.4 Charge Consultant the difference between the cost to complete the work described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Consultant pursuant to Section 2 of this Agreement if Consultant had completed the work.
Section 9. KEEPING AND STATUS OF RECORDS.
9.1 Records Created as Part of Consultant’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of the City. Consultant hereby agrees to deliver those documents to the City upon termination of the Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the City and are not necessarily suitable for any future or other use. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both parties.
9.2 Consultant’s Books and Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to the Consultant to this Agreement.
9.3 Inspection and Audit of Records. Any records or documents that Section 9.2 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), the Agreement shall be subject to the examination and audit of the State Auditor, at the request 149
of City or as part of any audit of the City, for a period of three (3) years after final payment under the Agreement.
Section 10 MISCELLANEOUS PROVISIONS.
10.1 Attorneys’ Fees. If a party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing party shall be entitled to reasonable attorneys’ fees in addition to any other relief to which that party may be entitled. The court may set such fees in the same action or in a separate action brought for that purpose.
10.2 Venue. In the event that either party brings any action against the other under this Agreement, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Contra Costa or in the United States District Court for the Northern District of California.
10.3 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement.
10.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement.
10.5 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the parties.
10.6 Use of Recycled Products. Consultant shall prepare and submit all reports, written studies and other printed material on recycled paper to the extent it is available at equal or less cost than virgin paper.
10.7 Conflict of Interest. Consultant may serve other clients, but none whose activities within the corporate limits of City or whose business, regardless of location, would place Consultant in a “conflict of interest,” as that term is defined in the Political Reform Act, codified at California Government Code Section 81000 et seq.
Consultant shall not employ any City official in the work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement that would violate California Government Code Sections 1090 et seq.
Consultant hereby warrants that it is not now, nor has it been in the previous twelve (12) months, an employee, agent, appointee, or official of the City. If Consultant was an employee, agent, appointee, or official of the City in the previous twelve months, Consultant warrants that it did not participate in any manner in the forming of this Agreement.
Consultant understands that, if this Agreement is made in violation of Government Code 150
§1090 et.seq., the entire Agreement is void and Consultant will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Consultant will be required to reimburse the City for any sums paid to the Consultant. Consultant understands that, in addition to the foregoing, it may be subject to criminal prosecution for a violation of Government Code § 1090 and, if applicable, will be disqualified from holding public office in the State of California.
10.8 Solicitation. Consultant agrees not to solicit business at any meeting, focus group, or interview related to this Agreement, either orally or through any written materials.
10.9 Contract Administration. This Agreement shall be administered by Brent Smith, Community Development Director ("Contract Administrator"). All correspondence shall be directed to or through the Contract Administrator or his or her designee.
10.10 Notices.
Any written notice to shall be sent to:
Consultant: City of Oakley
Townsend Public Affairs, Inc. Attn: Danielle Navarro, Assistant City Manager 1401 Dove Street, Suite 330 3231 Main Street
Newport Beach, CA 92260 Oakley, CA 94561
10.11 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.
10.12 Authorized Signature. Each person and party signing this Agreement warrants that he/she has the authority to execute this Agreement on behalf of the principal and that the party will be bound by such signature.
The parties have executed this Agreement as of the Effective Date.
CITY CONSULTANT
City of Oakley, a municipal corporation Townsend Public Affairs, Inc., a California corporation in the State of California
By: ____________________________ By: _____________________________ Joshua McMurray, City Manager Christopher Townsend, President Attest: Approved as to Form:
_______________________________ ________________________________ Libby Vreonis, City Clerk Derek P. Cole, City Attorney
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EXHIBIT A
SCOPE OF SERVICES AND COMPENSATION SCHEDULE
152
153
154
155
EXHIBIT B
INSURANCE REQUIREMENTS
PROFESSIONAL SERVICE CONTRACTS:
Consultant shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, or employees.
MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
1. Commercial General Liability (CGL): Insurance Services Offer Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1 (any auto), or if Consultant has no owned autos, Code 8 (hired) and 9 (non-owned), with limit no less than $1,000,000 per accident for bodily injury and property damage.
3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease.
(not required if consultant provides written verification it has no employees)
4. Professional Liability (Errors and Omissions) Insurance appropriates to the Consultant’s profession, with limit no less than $1,000,000 per occurrence or claim, $2,000,000 aggregate.
If the Consultant maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:
Additional Insured Status
The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts or equipment furnished in connection with such work or operations.
General liability coverage should be provided in the form of an endorsement to the Consultant’s insurance (at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used).
Primary Coverage
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For any claims related to this contract, the Consultant’s insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Consultant’s insurance and shall not contribute with it.
Notice of Cancellation
Each insurance policy required above shall state that coverage shall not be canceled, except with notice to the City.
Waiver of Subrogation
Consultant hereby grants to City a waiver of any right to subrogation which Consultant or any insurer of said Consultant may acquire against the City by virtue of the payment of any loss under such insurance.
Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.
Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. The City may require the Consultant to provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention.
Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.
Claims Made Policies
If any of the required policies provide coverage on a claims-made basis:
1. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.
Verification of Coverage
Consultant shall furnish the City with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.
Subcontractors
Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors.
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Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. 158
STAFF REPORT
City of Oakley | 3231 Main Street, Oakley, CA 94561
O (925) 625-7000 | F (925) 625-9859 | www.ci.oakley.ca.us DATE: September 26, 2023
TO: Joshua McMurray, City Manager
FROM: Jeri Tejeda, Administrative Services Director
SUBJECT: Consideration of a Resolution Establishing a Master Fee Schedule and Updating Certain City Fees
Background and Analysis
On May 23rd, the City Council approved a resolution establishing a master fee schedule and updating certain City fees and refuse fees, which were effective July 22, 2023. During the May 23rd City Council meeting, the City Council requested a revision to the City of Oakley Master Fee Schedule that would allow Oakley based businesses to pay the same fees that Oakley residents and Oakley based non-profit organizations pay for the rental of fields, group picnic areas and the Oakley Recreation Center. This change was approved at the July 11, 2023 council meeting and became effective September 11, 2023. At the July 11th meeting, Council asked that the cost of the kitchen be re-evaluated and decreased for Oakley residents or Oakley based business to better align with surrounding cities.
Staff has researched the cost of surrounding cities as well as the cost for us to staff the kitchen rentals as well as clean the kitchen. In addition to the rental fee, surrounding cities have an application fee as well as a minimum number of hours which Oakley does not have. Staff is recommending decreasing the cost to $45 for Oakley residents or Oakley based business, including non-profits in Oakley.
As for the process of adopting fees, State law requires that changes to the City’s fees be presented to the City Council at a public hearing; and that there be two publications of the meeting notice, so that advance notice is provided to any party that requests to be notified of any proposed fee adjustments, and that the full package of the proposal is made available to the public no less than 10 days prior to the Hearing. In addition, approved changes to City fees may take effect no less than 60 days after approval.
Staff has met the publishing and noticing requirements for the proposed changes herein, and Staff is recommending that any changes approved pursuant to this item become effective on November 25, 2023, which is 61 days from the date of this meeting.
Approved and
Forwarded to the
City Council
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STAFF REPORT
CITY HALL | 3231 Main Street, Oakley, CA 94561 2
O (925) 625-7000 | F (925) 625-9859 | www.CI.Oakley.CA.US Consistency with the Oakley Strategic Plan 27+
The approval of this resolution is consistent with the SP 27+ Finance and Fiscal Responsibility Goal to leverage the City’s financial resources for the long-term benefit of our residents and businesses.
Fiscal Impact
The fiscal impact of the recommended action is not expected to be significant. The recommendation only includes minor decreases to the existing fee levels for Oakley based businesses related to the kitchen rental at the Oakley Recreation Center.
Staff Recommendation
Staff Recommendation: 1) Receive the Staff Report, 2) Receive Questions from the City Council, 3) Open the Public Hearing, 4) Receive Public Testimony, 5) Close the Public Hearing, 6) Deliberate, 7) Summarize the Deliberation 8) Adopt the Resolution Attachments
1. Resolution
2. Master Fee Schedule
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Resolution No. XX-23 Page 1 of 2
RESOLUTION NO. XX-23
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OAKLEY
ADOPTING A MASTER FEE SCHEDULE
WHEREAS, the City Council of the City of Oakley has the authority to establish fees for City services; and
WHEREAS, the City finds it necessary to recover the costs of providing certain City services and said fees do not exceed the reasonable costs of providing the services for which fees are imposed; and
WHEREAS, the consolidation of all City fees will assist the public, as well as City staff in readily locating fees and to continue governmental transparency; and WHEREAS, the proposed Master Fee Schedule will supersede any previously adopted or established fee for specified City services; and
WHEREAS, the Master Fee Schedule will be evaluated each year to ensure that services are provided while consideration is taken into account in regards to cost recovery for services provided by the City; and
WHEREAS, public comment has been received on the compilation of existing fees into a Master Fee Schedule (Exhibit “A”) and proposed fee modifications contained within the Master Fee Schedule; and
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF OAKLEY DOES HEREBY FIND, PROCLAIM, ORDER AND RESOLVE AS FOLLOWS:
Section 1. The foregoing recitals are true and correct, and the City Council so finds and determines.
Section 2. That the fees shown in Exhibit “A” are hereby adopted and supersede any previously established fee for the identified City services.
Section 3. The City fees shown in Exhibit “A” shall become effective November 25, 2023.
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Resolution No. XX-23 Page 2 of 2
PASSED AND ADOPTED by the City Council of the City of Oakley this 26th day of September 2023 by the following vote:
AYES:
NOES:
ABSTENTION:
ABSENT:
APPROVED:
___________________
Aaron Meadows, Mayor
ATTEST:
____________________ ____________________
Libby Vreonis, City Clerk Date
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Master Fee Schedule Effective
November 25, 2023
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GENERAL ADMINISTRATIVE SERVICES FIXED FEE TIME & MATERIAL DEPOSIT ADDITIONAL FEE OR DEPOSIT COMMENT Passport Photos $15.00
Passport Execution Fee $35.00
Copying (8 1/2 x 11) $.40 1st page$.25 thereafter
Copying (8 1/2 x 14) $.65 1st page$.50 thereafterCopying (11 x 17 or color copies) $1.00 1st page$.75 thereafter Promotional Items Cost + 10%
Return Check Fee $25/$35 $25 for 1st, $35 for Subsequent Zoning/Subdivision Map Time and Materials Charge
General Plan Copy Time and Materials Charge
Subpoena Services $24 per hour plus $.10 per page
Subpoena Witness Fees $275.00 Per Day plus current IRS rate per mile of travel Research & Information Services Based on Staff Estimate Time and Materials ChargeAdministrative Hearing Time and Materials Charge Administrative Penalty Citation $100.00 For 1st citation in 1 year; $200 and $500 for subsequent citations in 1 year Copy of Meeting on Flash Drive, CD, or DVD Varies, fee is cost of recording media only Recreation Class Cancellation Fee $38 maximum or class fee if cancelled within 2 weeks of the first class Filing Fee for Notice of Intent to Circulate an Initiative Petition $200.00 Deposit is refunded to the filer if, within one year of the date of filing the notice ofintent, the elections official certifies the sufficiency of the petition.
Business License Annual Fee $100.00
$100 plus $10 per full time equivalent employee (pro‐rated by quarter for new licenses)
CASP Annual Fee $4.00 Per SB 1186
Transfer of License or Location $10.00
Lost License/Duplicate License $10.00
EV Vehicle Charging Fee $.30/kwh
SPECIAL PERMITS & LICENSES FIXED FEE TIME & MATERIAL DEPOSIT ADDITIONAL FEE OR DEPOSIT COMMENT Adult Business Permits $1,704.00 Time and Materials Charge Massage Parlor Permits $1,196.00 Time and Materials Charge Masseuse Permits $364.00 Ability to charge are subject to limits by State Law.
Bingo Licenses
New $50.00Renewal $10.00
Public Dance Licenses $406.00Sound Amplification Permit $406.00Taxicab Owner Permit $316.00Taxicab Driver Permit $316.00Tobacco License $458.18 Per License (Resolution 03‐19) 164
PLANNING DEPARTMENT SERVICES FIXED FEE TIME & MATERIAL DEPOSIT ADDITIONAL FEE OR DEPOSIT COMMENT VARIANCES:
Planning Commission/City Council Review $2,900.00 Time and Materials Charge Zoning Administrator Review $649.00
CONDITIONAL USE PERMITS:
Planning Commission/City CouncilReview $3,500.00 Time and Materials Charge Zoning Administrator Review $649.00
SIGN PERMITS:
Administrative Approval $81.00Planning Commission Approval $1,500.00 Time and Materials Charge DEVELOPMENT PLANS/DESIGN REVIEWS:
ZoningAdministrator Review – Minor (Building Additions, Re‐Facades, and Re‐Paints) $162.00ZoningAdministrator Review – Major (All Others) $1,215.00 Planning Commission/City Council Review ‐ Minor (ZA referrals, significant painting/facades) $2,400.00 Time and Materials Charge Planning Commission/City Council Review ‐ Major (Tent. Map‐ Homes, New Commercial/Industrial Construction) $4,000.00 Time and Materials Charge SUBDIVISIONS:
Tentative Map for 5 or More Lots (MajorSubdivision) $12,000.00 Plus $100 per lot/unit over 50Tentative Parcel Map for Less than 5 Lots(Minor Subdivision) $5,500.00 Time and Materials Charge Reversion to Acreage $1,900.00 Time and Materials Charge Condo/Conversion tentative map $7,000.00 Plus $100 per lot/unit REZONINGS:
Rezoning $6,500.00 Time and Materials Charge
GENERAL & SPECIFIC PLANS:
Preliminary Review (ʺMeritʺ Review for Applicant) $2,000.00 Time and Materials Charge Formal General Plan and Specific Plan Submittal $10,000.00 Time and Materials Charge APPEALS:
Applicant appeal $1,500.00 Time and Materials Charge
Neighbor/Non‐Applicant Appeal $109.00
PERMIT EXTENSIONS:
Administrative $162.00Public hearing $1,000.00 Time and materials charge TREES:
Application to Destroy, Cut Down or Remove Protected Tree $450.00 Per tree; only charged if not part of a project Appeal of Decision to Destroy, Cut Down or Remove Protected Tree $140.00 Per tree Damage to Protected Tree (Penalty) Per OMC
OTHER FEES:
Zoning Verification Letter $274.31Additional HCP Application Review Fee (for applicable projects) $700.00 Time and Materials Charge Firearm Sales License and Renewals $219.00
Home Occupation Permit $109.00
Short Term Rental Permit $129.00Vendor Permit and Renewal $129.00 DEVELOPMENT AGREEMENTS:
Preliminary Review (ʺMeritʺ Review for Applicant) $500.00 Completion of Review $3,000.00 Time and Materials Charge Construction and Debris Plan Fees (Solid Waste Diversion) $41.00Residential Density Bonus Review $1,400.00 Time and Materials Charge 165
PUBLIC WORKS SERVICES FIXED FEE TIME & MATERIAL DEPOSIT ADDITIONAL FEE OR DEPOSIT COMMENT ENCROACHMENT PERMIT REVIEW & INSPECTIONS:
SMALL ENCROACHMENT PERMIT CATEGORY All fees include inspection and current USA fee General Encroachment Permit (Curb, Sidewalk, Driveway) $370.00Tree Removal $215.00Debris Box/Storage Container $215.00 Site Access Permit $215.00
LARGE ENCROACHMENT PERMIT CATEGORY
Large Permit <= $10,000 $1,480.00
Large Permit > $10,000 Based on Estimate + Bond (see plan check and inspection rates below)
Time and Materials Charge
OTHER ENCROACHMENT
Utility Company or District Project $445.00 Time and Materials Charge Work Done Without Permits $1,000.00 Plus double inspection and permit fees No Inspection Notification for Permitted Work $1,000.00 Plus inspection fees MISCELLANEOUS ROAD PERMIT APPLICATIONS:
House Move Review $613.00House Move Inspection $230.00Extra Legal Load $16.00 $16 set by State; or $100/yr + $100 security depositRoad Closure Permit, Ext / Mod (Major Construction Projects) $3,135.00 TEMPORARY ROAD CLOSURES/CONSTRUCTION/SPECIAL EVENTS:
Not For Profit Applicant $60.00
For Profit Applicant $799.00
SUBDIVISION MONUMENT CHECKING:
1 ‐ 2 Monuments $575.003 ‐ 5 Monuments $690.006 ‐ 9 Monuments $800.0010 or more new monuments $915.00 Plus $66 per monument over 10 Error Resolution / Discussion $1,850.00 Time and Materials Charge MAP CHECKING:
Final Map $6,500.00 Time and Materials Charge Plus $60 per lot Parcel Map $3,000.00 Time and Materials Charge Plus $60 per lot Base Map Revision $60.00 Per LotCertificate of Correction Review $1,500.00 Time and Materials Charge Amended Map Revision $1,500.00 Time and Materials Charge Plus $60 per lot ROAD VACATIONS:
Map Exists $2,302.00 Time and Materials Charge
No Map Exists $2,302.00 Time and Materials Charge
ROAD MISCELLANEOUS:
Road Name Change‐Public Road $1,790.00 Plus $265 for 1 intersection & $64 each additional intersectionAddress Change/Private Road Name Change $1,790.00 PUBLIC IMPROVEMENT PLAN REVIEW:
Plan Review
$10,000 ‐ 25,000 $500.00 Plus 8% of improvements
$25,001 ‐ $50,000 $6,000.00 Plus 6% of improvements
$50,001 or more $7,500.00 Plus 2% of improvements over $50,000 Landscaping Plan Review (Parks Department) $2,000.00 Plus 2% of improvements Commercial Site Plan Review $7,500.00 Plus 2% of improvements C.3 Compliance Review $4,200.00 Time and Materials Charge Bridges or Major Structures $15,000.00 Plus 6% of improvements 166
PUBLIC WORKS SERVICES FIXED FEE TIME & MATERIAL DEPOSIT ADDITIONAL FEE OR DEPOSIT COMMENT RELATED REVIEW:
Drainage Review (no improvement plans) $2,400.00 Time and Materials Charge Condition of Approval Compliance Check (no improvement plans) $2,000.00 Time and Materials Charge Certificate of Compliance $2,475.00 Time and Materials Charge Lot line adjustment $3,900.00 Time and Materials Charge PUBLIC IMPROVEMENT INSPECTION:
$10,000 ‐ $50,000 $2,000.00 Time and Materials Charge Plus 6.5% of improvements $50,001 ‐ 100,000 $6,000.00 Time and Materials Charge Plus 6.5% of improvements $100,001 or more $15,000.00 Time and Materials Charge Plus 4.5% of improvements over $100,000Commercial Site Plan Inspection $6,500.00 Time and Materials Charge Plus 8% of improvements Bridges or Major Structures $14,000.00 Time and Materials Charge Plus 7% of improvementsLandscaping (Parks Department) $3,500.00 Time and Materials Charge Plus 8% of improvements FLOODPLAIN MANAGEMENT PROGRAM:
Flood Zone Determination ‐ Office Review $80.00 Per lot, $402 max for adjacent lots Flood Zone Determination ‐ Field Visit Review $432.00 Plus $67/lot, $734 max for adjacent lots Floodplain Management Compliance $48.00 Per Parcel
Floodplain Permit Application $2,000.00 Time and Materials ChargeFloodplain Base Map Revision $56.00 Per Lot Floodplain Map Amendments $2,000.00 Time and Materials Charge GRADING:
Plan review:
$100,000 or less $3,000.00 Time and Materials Charge Plus 3% of improvement value $100,001 or more $4,000.00 Time and Materials Charge Plus 1% of amount over $100,000 Inspection:
$100,000 or less $5,000.00 Plus 5% of improvement value$100,001 or more $6,000.00 Time and Materials Charge Plus 4% of amount over $100,000 Stock Pile Permit $3,000.00 Time and Materials Charge
167
POLICE SERVICES FIXED FEE TIME & MATERIAL DEPOSIT ADDITIONAL FEE OR DEPOSIT COMMENT Abandoned Vehicle No ChargeABC Permit Letter $50.00Accident Report ‐ Property Damage Only $12.00 Accident Report ‐ Injury (1‐20/20+ / Extensive) $12.00
Photos to CD $25.00Booking Fee $564.00Citation Sign‐Off Vehicle Inspection – Resident No Charge
Vehicle Inspection – Non‐resident $38.98
Clearance Letter:
Fee for Resident $15.00
Fee for Non‐Resident $42.00
Concealed Weapons Fee:
Initial Fee (Plus State Fingerprinting Processing Fee) $450.00 Plus Current DOJ Fees Renewal Fee (Plus State Fingerprinting Processing Fee) $75.00 Plus Current DOJ Fees Crime Reports $12.00DUI Emergency Response Cost Recovery Actual cost for staff, equipment, lab work.
False Alarm Response (more than 2 in 30 days) $100.00 After 2 alarms in 30 days Livescan Applicant Fingerprinting $21.00 Plus Current DOJ Fees Gun Storage Services pursuant to Court Order:
Administrative Processing Fee Per Incident $12.00
Storage Fee (per month or any fraction thereof) per Gun $5.00 Parties and Nuisances – Subsequent Calls for Service Hourly Charge; $415 minimum Review of Local Criminal History $44.00Rotational Tow Application Fees $350.00 Special Event Permit –No ABC Liquor License Letter Required $411.00 Special Event – Non‐Profit Organization (with or without ABC letter) $411.00 Second Hand Dealer License/Pawns $165.00 Plus Current DOJ Fees Solicitor/Peddler Permits $245.00Subpoena Duces Tecum (Per EC 1563) $24 per hour plus $.10 per page Per EC 1563 Production of Documents Only $15.00
Appearance Request (officer/records) $275.00
Vehicle Abatement $492.00
Vehicle Repossession Fee (VIN Verification charge individuals only) $70.00 Stored Vehicle Release – Recovered Stolen Vehicle No Charge Stored Vehicle Release $100
168