ACTION: Adopted City Council Resolution No. 2026-82, approving a contract with Chen Ryan Associates for engineering services for the W. Bobier Complete Streets Project (CIP No. 8374), and adopted City Council Resolution No. 2026-83, amending the Capital Project Budget for Fiscal Years 2024/25 and 2025/26. V
ote: 5-0.
____________________________
Clerk/Secretary
Department: Engineering Item No: C8
Prepared by:
Jill Bankston, Principal Transportation Mobility
Planner
Erin Adams, Administrative Programs Manager Meeting Date: May 26, 2026 Approved by:
Greg Mayer, Director of Engineering
John Conley, City Manager Agenda Location: Consent Calendar SUBJE
CT: CIP 8374 – DESIGN FOR W. BOBIER COMPLETE STREETS– AWARD OF CONTRACT RECOM
MENDATION:
1. Adopt City Council Resolution No. 2026- , approving a contract with Chen Ryan Associates for engineering services for the W. Bobier Complete Streets Project (CIP No. 8374)
2. Adopt C
ity Council Resolution No. 2026- , amending the Capital Project Budget for Fiscal Years 2024/25 and 2025/26.
CORREL
ATION TO CITY COUNCIL GOALS: Traffic: Continue to improve flow of traffic for all forms of travel, reduce congestion and improve our roads and sidewalks.
PRIO
R ACTION: On June 10, 2025, adopted City Council Resolution No. 2025-102, approving the Fiscal Years 2025/26 and 2026/27 Operating Budget (Vote: 5-0) STAT
EMENT ON THE SUBJECT: The W. Bobier Drive Complete Streets Project was developed to enhance safety, accessibility and improve multi-modal transportation options. The project provides a partial road diet and bike lane improvements between Marabou Lane and N. Santa Fe Avenue. It includes construction of roundabouts at W. Knapp Drive and Dorsey Way, new pedestrian crossings, raised medians and new street lighting.
On Mar
ch 5, 2026, the City issued a Request for Proposals (RFP) for engineering design services for the W. Bobier Drive Complete Streets project on the City’s procurement website and online procurement portal, OpenGov. The City received five proposals on April 1, 2026, from the following firms:
Company N
ame Location
Chen Ry an Associates San Diego, CA
Dokken Engineering San Diego, CA
Kimley-Horn Escondido, CA
Michael Baker International Carlsbad, CA
Nasland Engineering San Diego, CA
Staf
f reviewed and ranked the proposals based upon pre-determined criteria identified in the RFP, including overall experience, understanding of objectives, and experience with similar projects. Staff then AGENDA
REPORT
CITY COUNCIL
COMMUNITY DEVELOPMENT COMMISSION
SUCCESSOR AGENCY
BUENA SANITATION DISTRICT
JOINT POWERS FINANCING AUTHORITY
05/26/2026
C8
MEETING DATE: May 26, 2026 PAGE 2
SUBJECT: CIP 8374 – DESIGN FOR W. BOBIER DRIVE COMPLETE STREETS– AWARD OF
CONTRACT
reviewed the proposed fee of the top candidate and negotiated a fair and reasonable fee for the proposed scope of work. Based on evaluation of the proposals, City staff recommends the selection of Chen Ryan Associates (CRA) to provide design for the W. Bobier Drive Complete Streets project.
The des
ign contract with CRA in the amount of $517,590 will create a complete design package with plans, specifications and a cost estimate for construction of the proposed W. Bobier Drive Complete Streets Project. Funding for construction of this project has been secured through a SANDAG Smart Growth Incentive Program grant.
F
ISCAL IMPACT: The cost for Chen Ryan Associates to design the W. Bobier Drive Complete Streets project is $517,590. Approval of the staff recommendations will amend the Capital Project Budget by recognizing the SANDAG Smart Growth Incentive Program grant and increase CIP 8374 by $3,500,000.
The additional funding is budgeted and available in the Fiscal Years 2024/25 and 2025/26 Capital Improvement Budgets in CIP No. 8374, Source Appropriation Account (No. 0026555.578999.8374).
E
XHIBITS:
1. City Council Resolution 2026- , approving a contract with Chen Ryan Associates for engineering s
ervices for the W. Bobier Drive Complete Streets Project (CIP No. 8374)
2. Adopt City Council Resolution No. 2026- , amending the Capital Project Budget for Fiscal Years 2024/25 and 2025/26
3. Contract with Chen Ryan Associates
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RE
SOLUTION NO. 2026-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF
VISTA, CALIFORNIA, APPROVING A CONTRACT WITH CHEN RYAN
ASSOCIATES FOR ENGINEERING SERVICES FOR THE W. BOBIER DRIVE COMPLETE STREETS PROJECT (CIP NO. 8374)
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. Pursuant to section 3.08.060B of the Vista Municipal Code, a request for proposals (RFP) was issued on March 5, 2026.
B. Five proposals were submitted in response to the RFP and were evaluated based upon the predetermined set of criteria identified in the RFP.
C. Staff recommends the selection of Chen Ryan Associates as the consultant to provide engineering services for the W. Bobier Drive Complete Streets Project (CIP No. 8374).
2. Action.
A. The contract between the city of Vista and Chen Ryan Associates for engineering services for the W. Bobier Drive Complete Streets Project is approved and the Mayor is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on May 26, 2026, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
APPROVED
Walter C. Chung
20260517134630
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
05/26/2026
C8
EXHIBIT 1
RESOLUTION NO. 2026-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF
VISTA, CALIFORNIA, AMENDING THE CAPITAL PROJECT BUDGET FOR FISCAL YEARS 2024/25 AND 2025/26
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby f
inds and declares the following:
A.
On June 11, 2024 the City Council adopted Resolution 2024-86 approving the Six-Year Capital Improvement Program, the
Capital Project Budget for Fiscal Years 2024/25
and 2025/26, and authorizing appropriations for Fiscal Years 2024/25 and 2025/26 capital projects.
B.
The City Council desires to amend the Capital Project Budget at this time to reflect chan
ged circumstances.
2. Action.
A.
The Capital Project Budget for Fiscal Years 2024/25 and 2025/26 is amended as set forth in
Exhibit A.
3. Adoption. PASSED AND ADOPT
ED at a meeting of the City Council of the City of Vista held on ___
__________________________, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
JOHN FRANKLIN, MAYOR
ATTEST:
K
ATHY VALDEZ, CITY CLERK
By:
APPROVED
Walter C. Chung
20251104153731
05/26/2026
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EXHIBIT 2
RESOLUTION NO. 2026-
CITY COUNCIL FOR THE CHARTERED CITY OF VISTA
PAGE 1
EXHIBIT A
1. Account Number Account Description Increase Decrease 1110025.424005.8374 Revenue 3,500,000$
1116104.578999.8374 Source Appropriation 3,500,000$
Appropriations are hereby made and estimated revenues are hereby adjusted to fund the Sustainable Mobility Project. 05/26/2026
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00034875 3 1 of 11 CHEN RYAN ASSOCIATES, INC. dba CR ASSOCIATES Professional Services – RFP – Prevailing Wages
CONTRACT FOR PROFESSIONAL SERVICES
FOR W. BOBIER DRIVE COMPLETE STREETS PROJECT (CIP NO. 8374);
TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING
THIS “CONTRACT” is entered into by and between the “Parties” as of ___________________ (“Contract Date”).
1.0 THE “PARTIES”
The “City”:
CITY OF VISTA, a chartered municipal
corporation
200 Civic Center Drive
Vista, CA 92084
Working Contact: Jill Bankston
Billing Contact: Erin Adams
The “Contractor”
Chen Ryan Associates, Inc. dba CR
Associates, a California corporation
3900 5th Avenue Suite 310
San Diego, CA 92103
Contact: Ross Duenas
2.0 BASIC TERMS
2.1 The “Services” to be performed by Contractor are set forth in (“Exhibit A”).
2.2 The “Required License” for the Services is: California Professional Engineer.
2.3 Contractor, an entity holding the Required License, desires to enter into this “Contract” with City for the Services.
2.4 The “Project” for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated April 1, 2026 (“Exhibit B”).
2.6 The “Contract Ceiling Price” is: $517,590.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for 24 calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional 24 months, in increments of City’s choice, for a maximum Term of 48 from the Contract Date.
3.3 City may terminate this Contract upon 30-days’ written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the 05/26/2026
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documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.
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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to “Standard Specifications”, it shall mean:
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Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee (“Greenbook”) and the City of Vista Special Provisions to the Greenbook.
10.2 Except as otherwise provided, whenever reference is made to “Standard Plans”, it shall mean:
San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.
11.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:
City: The City of Vista.
Board: The City Council of the City of Vista.
Drawings or Plans: All drawings, plans, maps, profiles, and diagrams delineating the work on the Services.
12.0 CONTRACTOR’S STATUS; CONTRACTOR’S EMPLOYEES
12.1 Contractor shall perform the services provided for herein in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling. Contractor is not to be considered an employee of City, nor shall any employees of Contractor be considered employees of City, for any purpose. Contractor shall be under the direction and control of City staff only as to the results to be accomplished. This Contract is not intended to create the relationship of partnership, joint venture, or association between City and Contractor.
12.2 Contractor represents and warrants that all design professional services shall be provided by a person or persons duly licensed by the State of California to provide the type of services described in Exhibit A.
12.3 Neither Contractor, nor any of Contractor's officers, employees, or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
12.4 Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility for employment of all of Contractor’s officers, employees, agents, and subcontractors that are included in this Contract.
12.5 The payment made to Contractor pursuant to this Contract shall be the full and complete compensation to which Contractor and Contractor’s officers, employees, agents, and 05/26/2026
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subcontractors are entitled for performance of any work under this contract. Neither Contractor nor Contractor’s officers or employees are entitled to any salary or wages, or retirement, health, leave or other fringe benefits applicable to employees of the City. City will not make any federal or state tax withholdings on behalf of Contractor. City shall not be required to pay any workers' compensation insurance on behalf of Contractor.
12.6 Contractor agrees to defend and indemnify City for any obligation, claim, suit or demand for tax, retirement contribution including any contribution to the Public Employees Retirement System (PERS), social security, salary or wages, overtime payment, or workers' compensation payment which City may be required to make on behalf of Contractor or any employee of Contractor, or any employee of Contractor construed to be an employee of City, for work done under this contract. This is a continuing obligation that survives the termination of this Contract.
13.0 CIVIL RIGHTS
13.1 Contractor agrees to comply with Title VII of the Civil Rights Act of 1964, as amended, the California Fair Employment Practices Act, the Americans with Disabilities Act of 1990, any other applicable federal and state laws and regulations hereinafter enacted.
13.2 Contractor shall not knowingly deny an opportunity or benefit, discriminate against or harass, any employee or applicant for employment on account of the person’s race, color, ethnicity, national origin, ancestry, religion, creed, veteran status, physical disability, mental disability, medical condition, marital status, sex, sexual orientation, age, or other status protected from workplace discrimination by state or federal law.
13.3 Contractor shall not knowingly give preferential treatment to any applicant for employment on the basis of race, color, ethnicity, national origin, ancestry, religion, creed, physical disability, mental disability, medical condition, marital status, sex, or sexual orientation.
13.4 This section shall be interpreted in a manner that is consistent with the California and United States Constitutions and applicable state and federal statutes governing workplace discrimination. The terms used in this section shall have the same meaning as defined in state statutes governing the same subject matter.
13.5 Nothing in this section shall be interpreted as prohibiting bona fide occupational qualifications consistent with applicable state and federal law and reasonably necessary to the normal operation of Contractor. Nothing in this section shall be interpreted as prohibiting regulations and policies to prevent nepotism or conflicts of interest.
13.6 Nothing in this Section shall be interpreted as prohibiting action taken to establish or maintain eligibility for any federal program, where ineligibility would result in a loss of federal funds to City.
13.7 To the fullest extent permitted by law and without limitation by the other provisions of this Contract relating to indemnification and insurance, Contractor shall also indemnify, defend and hold harmless City, and its directors, officers, employees and agents from and against all liability (including without limitation all claims, damages, penalties, fines, and judgments, associated investigation and administrative expenses, and defense costs, including but not limited to reasonable attorneys' fees, court costs, and costs of alternative dispute resolution) resulting from any claim of discrimination or harassment, including but not 05/26/2026
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limited to sexual harassment, arising from the conduct of the Contractor or any of the Contractor’s officers, employees, agents, licensees, or subcontractors. In the event of a discrimination or harassment complaint against any employee, agent, licensee or subcontractors of Contractor or its subcontractors, Contractor shall take immediate and appropriate action in response to such complaint, including, but not limited to termination or appropriate discipline of any responsible employee, agent, licensee or subcontractors. The provisions of this Section survive completion of the services or termination of the Contract.
14.0 CONTROL OF SERVICES
Each Party shall appoint a representative who shall have the authority to represent and act for that Party (“Representative”). Any written or verbal directions or requests of City's Representative delivered to the Contractor’s Representative shall have the same force and effect as if delivered to the Contractor. The Contractor's Representative shall have the authority to sign any change order, coordinate the work of all subcontractors and make other decisions pertaining to the Contract.
15.0 ASSIGNMENT AND SUBCONSULTING
15.1 Neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated, or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of the City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty-five (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.
15.2 Contractor shall be fully responsible to the City for any acts and omissions of Contractor's subcontractor, including persons either directly or indirectly employed by subcontractor, in the event Contractor subcontracts any of the work to be performed under this contract. Contractor's responsibility under this paragraph shall be identical to Contractor's liability for acts and omissions of Contractor and employees of the Contractor. Nothing contained in this Contract shall create any contractual relationship between City and any subcontractor of Contractor, but Contractor shall bind every subcontractor and every subcontractor of a subcontractor by the terms of this contract applicable to Contractor's work, unless such change, omission, or addition is approved in advance in writing by the City Manager or the City Manager’s designee. All subcontractors are subject to the prior written review and approval of the City Manager or the City Manager’s designee.
16.0 LICENSES
If a license of any kind, which term is intended to include evidence of registration, is required of Contractor, its employees, agents, or subcontractors by federal, state, or local law, Contractor warrants that such license has been obtained, is valid and in good standing, and that any required bond has been posted in accordance with all applicable laws and regulations.
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17.0 FINANCIAL` RECORDS
17.1 Contractor shall maintain any and all documents, ledgers, books of account, invoices, vouchers, canceled checks, or records demonstrating or relating to Contractor’s performance of services pursuant to this Contract or evidencing or relating to expenditures and disbursements charged to City pursuant to this Contract. Any and all such documents or records shall be maintained in accordance with generally accepted accounting principles and shall be sufficiently complete and detailed so as to permit an accurate evaluation of the services provided by Contractor pursuant to this Contract. Any and all such documents or records shall be maintained for three years from the date of execution of this Contract and to the extent required by laws relating to audits of public agencies and their expenditures. It is expressly understood and agreed that the provisions of this Section will survive termination of this Contract.
17.2 Any and all records or documents required to be maintained pursuant to this Section shall be made available for inspection, audit and copying, at any time during regular business hours, upon request by City or its designated representative. Copies of such documents or records shall be provided directly to the City for inspection, audit and copying when it is practical to do so; otherwise, unless an alternative is mutually agreed upon, such documents and records shall be made available at Contractor's address indicated for receipt of notices in this Contract or the primary location from which services are rendered, whichever is closer.
18.0 OWNERSHIP OF DOCUMENTS
Upon delivery, the work product, including without limitation, all original reports, writings, recordings, drawings, files, and detailed calculations developed under this contract are the property of City. Contractor agrees that all copyrights which arise from creation of the work pursuant to this contract shall be vested in City and waives and relinquishes all claims to copyright or other intellectual property rights in favor of City. City acknowledges that its use of the work product is limited to the purposes contemplated by the scope of Services and that Contractor makes no representation of the suitability of the work product for use in or application to circumstances not contemplated by the scope of Services.
19.0 CONFIDENTIALITY
19.1 Contractor shall treat all information obtained from City in the performance of this Contract as confidential and proprietary to City. Contractor shall treat all records and work product prepared or maintained by Contractor in the performance of this Contract as confidential.
19.2 Contractor agrees that it will not use any information obtained as a consequence of the performance of work for any purpose other than fulfillment of Contractor’s scope of Services. Contractor will not disclose any information prepared for City or obtained from City or obtained as a consequence of the performance of work to any person other than City, or its own employees, agents or subcontractors who have a need for the information for the performance of Services under this Contract unless such disclosure is specifically authorized in writing by City.
19.3 Contractor’s obligations under this paragraph shall survive the termination of this Contract.
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20.0 CONFLICT OF INTEREST REQUIREMENT
Contractor agrees that, to the extent applicable, it shall comply with and be bound by all laws and regulations deriving from the relationship of the Contractor to the City, including the Political Reform Act (Government Codes Section 87100 et seq.) Chapters 2.32 or 2.33 of the Vista Municipal Code, the Community Redevelopment Act (Health & Safety Code 33000 et seq.) and all regulations promulgated thereunder (collectively “Conflict Laws”). As a condition precedent to the formation of this Contract, Contractor warrants and covenants that it is adequately informed regarding the obligations and duties imposed by the Conflict Laws and that to the best of Contractor's knowledge and belief, there exists no conflict of interest (under the laws) that would disqualify the Contractor from participation in any decisions arising out of the performance of this Contract. Prior to commencement of any work in the performance of this Contract, Contractor shall comply with any applicable requirements of Chapter 2.32 of the Vista Municipal Code, including any requirement to file a financial disclosure statement with the City Clerk.
Contractor further agrees that no employee, agent, or subcontractor for Contractor shall perform any work for the City pursuant to this Contract which will violate the Conflict Laws.
21.0 PROHIBITION OF FINANCIAL INTEREST BY CITY OFFICIAL Contractor warrants and covenants to City that no City Official has or will have any current or future financial interest in this Contract as of the date approved, nor shall Contractor promise, offer, or enter into any written, oral or implied Contract, to provide any financial interest or remuneration of any kind or manner to any City official with respect to this Contract. For purposes of this Section, the term “City Official” shall mean and include any elected or appointed officer of City, any employee of City, or any spouse or financial dependent of a City official or employee. A violation of this provision shall render this Contract null and void and Contractor shall be subject to restitution of all fees or money paid or earned under this Contract.
22.0 INDEMNIFICATION
Other than in the performance of Design Professional services, which shall be solely addressed as in Section or 22.1 below, to the fullest extent permitted by law, Contractor shall defend, indemnify and hold City and its officers, officials, employees, and volunteers harmless against any and all liability, loss, damage, fine, penalty, expense, claim or cost (including without limitation costs and fees of litigation) of every nature (collectively, “Liability”) arising out of or in connection with Contractor’s performance under this Contract, including defects in design, except: (1) Liability caused by City's sole negligence or willful misconduct; or (2) for Liability caused by City's active negligence, in which case the indemnity received by City shall be reduced by the amount: (i) that City's active negligence contributed to the Liability on a comparative basis; or (ii) such other amount as may be required by law (“Duty of Indemnification”).
22.1 To the fullest extent permitted by law (including, without limitation, California Civil Code Section 2782.8), with respect to the performance of Design Professional services, Contractor shall indemnify and hold harmless the City and its officers, officials, employees and volunteers harmless against all claims, demands or liability that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of Contractor in the performance of Design Professional services under this Contract. In relation to Design Professional services, in no event shall the cost to defend charged to Contractor exceed the Contractor’s proportionate percentage of fault.
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22.2 The review, acceptance or approval of Contractor’s work or work product by any indemnified party shall not affect, relieve, or reduce Contractor’s indemnification or defense obligations. This Section survives completion of the services or the termination of this contract.
The provisions of this Section are not limited by and do not affect the provisions of this contract relating to insurance.
23.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.
24.0 SERVICE OF NOTICE
24.1 Any notice, which either Party may desire to give to the other Party, must be in writing and may be given by personal delivery to the Party’s Representative or by overnight courier service to the Party’s address set forth in Section 1.0. Notice may also be given by mailing it by registered or certified mail, return receipt requested, to the other Party at the address set forth in Section 1.0. Any notice given by mail will be deemed given 48 hours after such notice is deposited in the United States mail, addressed as provided with postage fully prepaid.
24.2 A Party may change its address by giving notice as provided above, and the changed address shall thereafter be deemed to be the address set forth in Section 1.0.
25.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.
26.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.
27.0 APPLICABLE LAW, VENUE
This Contract shall be construed and enforced under the laws of the State of California. If any action is commenced by any Party to this Contract, such action shall be filed in a court of competent jurisdiction within the County of San Diego, California.
28.0 PREVAILING WAGES
Pursuant to Section 1781 of the Labor Code, Contractor is advised that certain work contemplated in this contract may be subject to the payment of prevailing wages and all other requirements of the Prevailing Wage Law. The prevailing wage of each job classification may be found by inquiry with the California Department of Industrial Relations. Contractor shall comply with all laws related to the performance of public work including, but not limited to, the employment of apprentices pursuant to Section 1777.5 of the Labor Code, work day/week hours and overtime rates pursuant to Sections 1813 and 1815 of the Labor Code and the obligation set forth in Sections 1774–1776 of the Labor Code in regards to payment of prevailing wages and to provide the City and the Department of Industrial Relations certified payrolls when 05/26/2026
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required. A certified copy of all payroll records relative to this project shall be submitted to the City along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.
No Contractor or sub-Contractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No Contractor or sub-Contractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All Contractors and sub-Contractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that any prevailing wage work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
29.0 COUNTERPARTS; ELECTRONIC SIGNATURES; ELECTRONIC DELIVERY This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven.
Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf) form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
30.0 MODIFICATIONS
This Contract contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations, and rights of the Parties in respect of each other regarding the subject matter of this Contract. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Contract shall be valid unless it is in writing and signed by all Parties.
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00034875 3 11 of 11 CHEN RYAN ASSOCIATES, INC. dba CR ASSOCIATES Professional Services – RFP – Prevailing Wages
31.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.
“City”
CITY OF VISTA, a chartered municipal
corporation
By:
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
RISK MANAGEMENT REVIEW:
ANALISA HOLBROOK, RISK MANAGER
By:
APPROVED
Amanda L. Guy
20260504121649
“Contractor”
CHEN RYAN ASSOCIATES, INC. dba CR
ASSOCIATES, a California corporation
By:
Name/Title
By:
Name/Title
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00034875 3 Exhibit A
EXHIBIT A
REQUEST FOR PROPOSALS
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REQUEST FOR PROPOSALS (RFP)
FOR PROFESSIONAL SERVICES
FOR
W. BOBIER DRIVE COMPLETE STREETS PROJECT
CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING Issue Date: March 5, 2026
Submittal Deadline: 4:00 PM, April 1, 2026
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2 REQUEST FOR PROPOSALS
W. BOBIER DRIVE COMPLETE STREETS PROJECT
CIP No. 8374
I. INTRODUCTION
The City of Vista is requesting proposals from a qualified engineering firm or team to provide professional services for design surveying, underground utility survey, geotechnical investigation, engineering, roadway design, construction staking, construction material test
ing, and construction support for the W. Bobier Drive Complete Streets Project.
All interested firms must have sufficient, readily available resources in the form of trained personnel, support services, specialized subconsultants, and financial resources to carry out the work without delay or shortcomings.
All Consultants must create an account on the City’s Electronic Bidding System, OpenGov Procurement to submit a proposal. Consultants can register using the ‘Sign Up’ link at the top of the page at:
City of Vista Procurement Portal
Once registered, Consultants must download this solicitation in order to appear on the Bidder’s List as a “Prospective Bidder.” Consultants that fail to specifically download this solicitation will not appear on the Bidders’ List and will be unable to participate or be considered for this RFP. See further instructions related to OpenGov Procurement under Section VI
I (Proposal) herein.
All notifications, updates and addenda will also be posted on this portal. Proposers shall be responsible for monitoring this portal to obtain information regarding this solicitation. Failure to respond to required updates may result in a determination of a nonresponsive proposal.
Responses to this RFP will be accepted until 4:00 pm on Wednesday, April 1, 2026.
II. BACKGROUND AND PROJECT DESCRIPTION
The City of Vista received a SANDAG Smart Growth Incentive Program (SGIP) grant for the W.
Bobier Drive Complete Streets Project. The project generally consists of a partial road diet and bike lane improvements between Marabou Lane and N. Santa Fe Avenue, construction
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3 of roundabouts at W. Knapp Drive and Dorsey Way, along with new pedestrian crossings, raised median s and new street lighting . Appendix “A” contains information on the grant application, existing conditions, and a concept drawing of the proposed project improvements.
The following design objectives should be considered during the design development of th is project:
1. Enhance safety, accessibility and multi-model transportation options
2. Meet all requirements of the grant funding
3. Minimize construction costs and long-term maintenance costs
4. Minimize impacts to traffic during construction
5. Minimize impacts to private property
6. Incorporate sustainable design principles and meet or exceed all stormwater regulations and requirements
III. PROPOSED SCOPE OF SERVICES
A Draft Scope of Work is included in Appendix “B”, which details the tasks that the selected consultant will be required to perform to complete the project. The proposed scope and fees should be based on the tasks listed in the Draft Scope of Work.
The proposed scope shall be written to conform to this limitation. If the consultant identifies work items that should be included in the project, but cannot be accommodated within this budget, these items shall be identified in the Scope of Work and the costs separately delineated in the Fee Schedule.
IV. CITY RESPONSIBILITIES
The following is a list of the City’s responsibilities during the term of the agreement:
1. Provide all available plans, studies, reports, aerial photos, available LIDAR topographic information, and other pertinent records.
2. Coordinate access to the site for Consultant review prior to submittal of proposal.
3. Process and respond to requests to the City.
4. Provide contact information for both internal staff and external stakeholders.
5. Coordinate, notice, and schedule all public meetings, and meetings with City’s boards, Commissions, and City Council.
6. Prepare all administrative reports to City Commissions and City Council.
7. Provide meeting site arrangements for public meetings and workshops.
8. Review submittals from the Consultant in a timely manner. 05/26/2026
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4 9. Distribute public information through newsletters, mailings, email blasts, City website, City social media channels, and printed flyers.
10. Execute agreements with other agencies or entities.
11. Submit grant reports to the appropriate granting agency.
12. Obtain and pay for all permits, agreements, and permissions for contract work on property not owned or controlled by the City.
13. Provide templates and examples of City plans and specifications to Consultant.
14. Provide utility company contact information for use in coordination.
15. Advertise and award construction contracts.
16. Administer construction contract.
V. COORDINATION
Coordination with the City, SANDAG, other City consultants, and other involved agencies is required to achieve compatible designs, phasing of construction with existing or design conditions, and timely delivery of the contract services. Coordination may include, but not be limited to, coordination with Vista Irrigation District, Caltrans, NCTD, San Diego Regional Water Quality Control Board, San Diego Gas & Electric, and other organizations.
The City will decide the manner in which the coordination of individual matters is undertaken.
At the City’s option, coordination efforts may be performed by the Consultant’s direct contact, by the Consultant acting though the City or by the City only. When coordination efforts require agreement, such an agreement shall be coordinated through the City.
VI. PROJECT PROGRESS
The Contract shall begin upon approval by the City, and the Consultant shall commence work after notification to proceed by the City. Unless extended by contract amendment, the contract shall terminate upon acceptance by the City of the project as constructed and upon completion by the Consultant and approval of the City of the as-built plans.
The Consultant is advised that any recommendation for contract award is not binding on the City until the Agreement is fully executed and approved by the City.
Progress Review Meetings shall be held at intervals deemed appropriate by the City. At or before each of these meetings, the Consultant shall furnish two (2) copies of all completed or partially completed work products which have been developed or altered since the last Progress Review Meeting.
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5 Progress Reports shall be submitted at monthly intervals, indicating progress achieved during the reporting period in relation to the progress scheduled. The Consultant shall provide the City with the Progress Report at least four (4) working days before t he Monthly Progress Meeting.
VII. PROPOSAL
A Notice to Proceed for this project is tentatively scheduled to be issued in June 2026. Upon issuance of Notice to Proceed, the Consultant shall submit a detailed schedule for the project including milestones and progress reports.
All dates are subject to change , and the City reserves the right to extend the date by which proposals are due via addendum.
All questions must be submitted via “Q&A” through the City’s Electronic Bidding System, OpenGov Procurement. Phone call questions will not be accepted. Answers to all submitted questions will be provided in an addendum through OpenGov Procurement.
To receive addenda and submit a proposal, Consultants shall register on the City’s Electronic Bidding System at https://secure.procurenow.com/portal/cityofvista. Once registered, Consultants must download the RFP while logged in under their own name and identification number to appear on the Electronic Prospective Bidders List as a “Prospective Bidder.” Consultants that fail to download the RFP will not appear on the Electronic Prospective Bidders List and their proposals will be considered non -responsive. If a Consultant is unable to register or download the RFP from OpenGov Procurement, a Consultant representative may contact OpenGov Procurement to troubleshoot the problem.
All proposal documents and supplementary documents must be uploaded using OpenGov Procurement prior to event date and time as instructed in this solicitation. Once file(s) have been uploaded and the Submission Status shows as “Submitted” the submission is complete.
At that point respondents will receive an email confirmation from OpenGov Procurement.
OpenGov Procurement will determine the official time for the advertised proposal due date and such determination will be final. Any proposals not received in a timely manner on the Proposal Due Date, as described above, will not be considered.
Note: The City of Vista complies with the Americans with Disabilities Act. If you require reasonable accommodations, please contact the Office of the City clerk, 760 -639-6125, at least forty-eight (48) hours prior to the bid opening.
REQUIREMENTS:
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6 In order to maintain uniformity with all proposals furnished by Consultants , it is hereby requested the proposals be limited to a maximum of ten (10) pages (excluding front and back covers, section dividers, Cover Letter, Fee Proposal, Work Schedule, sample Work Product s, and resumes).
The Proposal should be formatted to fit on 8-1/2 x 11 pages. Larger pages up to 11x17 can be used for exhibits, such as a schedule, if needed to make the exhibits legible due to a substantial amount of detail. The page count is based on pages of information included in the RFP that indicate the Consultant’s qualifications. Double-sided pages are acceptable, and a page that says “this side intentionally left blank” does not count toward the page limit.
Proposals should include, at a minimum, the following elements:
1. COVER LETTER, which includes:
a. The name and address of the firm on formal letterhead, b. The name of the project, and
c. The name, title, and signature of an individual with authority to bind the Consultant.
2. STATEMENT OF QUALIFICATIONS, which includes:
a. A synopsis of the firm’s qualifications,
b. An Organization Chart showing the names, titles and classifications of key personnel, and project team relationships,
c. A staffing plan and descriptions of the qualifications of the Project team members; including the percentage of time each team member will devote to the project.
d. Resumes of key prime and subconsultant staff members assigned to the project, e. A list of similar contracts completed by the firm or team members within the last five (5) years. Include the project name; project description; location; role and level of involvement of the prime firm as well as any sub-consultants; design and/or construction dates of completion; bid costs vs. final construction costs, and client references with name, phone number and email address, and f. Information related to the financial responsibility of the firm.
3. WORK PLAN which describes:
a. The Consultant’s understanding of the project,
b. The approach and methodology to be used to accomplish the required services, and
c. The Consultant’s proposed Scope of Work based on the tasks listed in Appendix A of this Request for Proposals, with suggested alternatives to the proposed tasks or deliverables that may improve upon achievement of the project objectives. The Consultant should clearly identify any proposed modifications to the tasks listed in the Scope of Work.
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7 4. FEE PROPOSAL (separately uploaded to OpenGov) which includes:
a. A detailed breakdown of costs by task and subtask including hours, billing rates, job titles and Consultant firm name. For each task and subtask, list the staff level, number of hours, hourly rate and total cost. Include any other direct charges to be billed on the project such as mileage, reproduction, etc. b. The cost of non-labor and subconsultant services. This information will be used by City staff to evaluate the reasonableness of the fee proposal and will be used in negotiating the final fee amounts for the Professional Services Agreement. The Consultant’s Standard Hourly Billing Rates for all classifications of staff likely to be involved in the project shall be included with the fee proposal along with the mark-up rate for any non-labor expenses and subconsultants.
5. Detailed WORK SCHEDULE, which shows:
a. The time required for each task, and
b. The reasonable amount of time the Consultant will require to perform the required services. The proposed Work Schedule shall be in Gantt Chart form and include a list of tasks with begin and end dates and should be based on the proposed start date listed in this RFP. Project milestones such as deliverables should be shown, and a reasonable amount of time should be shown for City review of each submittal.
6. Any comments on the City of Vista Standard CONSULTANT AGREEMENT. Identify any concerns with the terms and conditions of the City’s Standard Consultant Agreement (Agreement), including Insurance and Indemnification provisions. If terms are acceptable, provide a statement that the Consultant will sign the City’s Agreement as presented.
7. Copies of SAMPLE WORK PRODUCTS from a previous similar project completed by the Consultant. The consultant shall submit examples or links to examples of relevant projects consisting of Plans, Specifications, and Estimates for a project similar to the ones described in this RFP.
VIII. CRITERIA FOR SELECTION
The City's consultant evaluation and selection process is based on Qualifications Based Selection (QBS) for professional services. An evaluation committee appointed by the City Engineer or his designee will review the proposals. The criteria and weight for evaluating the proposals submitted will be as follows:
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8 1. Project Understanding: Demonstrated understanding of the project requirements, degree of creativity and innovation demonstrated with respect to the project approach and scope of work, and reasonableness of the schedule for the work and how the time and funding has been allocated to specific tasks (30 points)
2. Responsiveness to Client’s Needs: Familiarity with City, State, SANDAG, and federal requirements and procedures; and thoroughness and completeness of proposal in response to RFP (20 points)
3. Firm’s Experience with Similar Projects: Technical experience of project team in performing work of a closely related nature, experience working with public agencies, record of completing work on schedule and within budget. (20 points)
4. Staff and Project Experience: Qualifications of project team staff members, key personnel’s level of involvement in performing related work, logic of project organization, and adequacy of labor commitment. (15 points)
5. Quality of Work Product: Demonstrated technical ability based on relevance and quality of sample work product(s). (15 points)
Fee Schedule (separate electronic file uploaded to OpenGov Procurement) The fee schedule of the top ranked Consultant will be opened at the conclusion of the consultant evaluation and selection process. Fees will not be used to determine the ranking of the consultants.
The City may interview a short list of top ranked qualified consultants or proceed directly to negotiating the final fee schedule with the top ranked consultant. The ultimate consultant selection will be based upon both technical merit and best value to the City.
The contract award, if any, will go to the Consultant whose proposal best serves the interests of the City, as determined in its sole discretion according to the evaluation criteria described above.
IX. REQUIREMENTS FOR PROVIDING SERVICES
The selected Consultant shall comply with all applicable federal, state, and local regulations, grant requirements, and contract provisions. The selected consultant or consultant team shall perform the full scope of work as described in this RFP including attachments.
The selected Consultant shall carry out the instructions received from the City and shall cooperate with the City and other involved agencies.
The selected Consultant shall assume responsibility for all services offered in their proposals.
The selected Consultant will be the sole point of contact regarding contractual matters, including payment of any and all charges resulting from contracts.
Consultant is responsible for researching available records, determining their usefulness on this project, and paying any charges for copies of records.
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9 All exhibits, studies, reports, plans, specifications, estimates, calculations, and other documents shall be prepared in accordance with the scope of work. City of Vista standards and San Diego Regional Standard Drawings shall be utilized where applicable and may be called out on the plans as a reference. Improvement plans shall adhere to City of Vista Standards and the Standard Specifications for Public Works Construction (GREENBOOK). Plans and exhibits shall be computer drafted in AutoCAD, ArcView or other compatible software and delivered to the City of Vista at project completion on electronic media in a format readable by the City, along with .pdf files for archival purposes.
The exhibits, studies, reports, plans, specifications, estimates, calculations, and other documents furnished under the Agreement shall be of a quality acceptable to the City. All work products shall be of neat appearance, well organized, technically and grammatically correct, internally consistent, thoroughly reviewed and checked, dated, designated with an accurate “percent complete” number, and having the maker and checker identified. The minimum standard of appearance, organization and content of the drawings and other work products shall be that of similar types provided by the Consultant in its Proposal as Sample Work Products and as set forth in related City of Vista standards and guidelines, or grant requirements. The Consultant shall modify its work as necessary to meet the level of acceptability defined by the criteria above.
The Consultant has total responsibility for the accuracy and completeness of the studies, reports, exhibits, plans and related designs, specifications and estimates prepared and shall check all such materials accordingly. The City’s review of any reports, plans, and other work products for conformity with the requirements of the Agreement does not absolve the Consultant of their responsibility for accuracy and completeness. Reviews by the City do NOT include detailed review or checking of design or the accuracy with which such designs are depicted on the plans.
Consultant or its subconsultants shall not incorporate in the design any materials or equipment of single or sole source origin without written approval of the City.
All draft and completed work, including surveys, workshop documents, schematic designs, ancillary reports, calculations, correspondence, and all other work products developed as part of this project, whether in written, video, or electronic formats, shall become the property of the City at the end of the project.
PREVAILING WAGES
Pursuant to the Vista City Charter and the Vista Municipal Code, payment of prevailing wages and compliance with the California Labor Code Sections 1770 et seq is required. General prevailing rates of wages and classifications are applicable to this contract as ascertained and adopted by the State of California, Director of Industrial Relations (DIR) pursuant to California Labor Code Article 2 of Chapter 1 of Part 7 of Division 2, as amended. Certified payroll on an approved compliance format is required for all work under this Contract. Please see links below for State prevailing wage rates.
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10 http://www.dir.ca.gov/oprl/DPreWageDetermination.htm X. ESTABLISHMENT OF FEES
The Consultant shall be paid based upon hourly rates and unit costs for services rendered as negotiated. Sub-consultant costs shall be allocated on a per task basis but does not need to be broken out by each staff classification. The City limits mark up for sub -consultants and direct costs to 5%. This information will be used by City staff to evaluate the reasonableness of the estimated cost of services and will be used in negotiating the final fee amounts for the contract agreement. Hourly rates shall be based on work occurring in 2026 and 2027 .
Proposed rates shall clearly correlate with names and classifications of staff expected to be involved with the projects.
There will be no compensation to the Consultant for hours expended due to the Consultant’s errors and omissions. There will be no fee rate adjustments during the life of the contract including no increase in hourly rates.
XI. METHOD OF PAYMENT
The method of payment to the successful proposer shall be on a time and materials basis with a maximum “not to exceed” fee per task as determined through final negotiations. This figure shall include direct costs; overhead such as, but not limited to, transportation, communications, subsistence, materials and any subcontracted items of work; and reasonable profit. Progress payments w ill be based on actual hours, hourly costs, support service costs and allowable direct costs charged to the project on a monthly basis.
The Consultant shall submit monthly invoices to the City. Each invoice shall include a detailed breakdown of the services, the tasks, the hours, the personnel, and staff type who worked on the project, and hourly rates. No more than 85 percent of the total payment amount will be made prior to the final completion and approval of all work and delivery of final products.
XII. CONSULTING AGREEMENT
A sample Standard Consulting Agreement is enclosed for review, as Attachment “E”. The RFP and the Consultant’s Proposal will be attached and become part of the Agreement as exhibits.
This project is partially funded by a SANDAG TransNet grant and the Standard Consulting Agreement will be supplemented by special provisions that are required by the City’s grant 05/26/2026
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11 agreement with SANDAG. These special grant provisions are included in Attachment “E” in Exhibit E (Special Provisions).
The signer of the proposal must declare in writing that the only person, persons, company or parties interested in the proposal as principals are named therein; that the proposal is made without collusion with any other person, persons, company, or parties submitting a proposal; that it is in all respects fair and in good faith without collusion or fraud; and, that the signer of the proposal has full authority to bind the principal proposer.
Please refer to the sample agreement for the necessary amounts of general liability, automotive, worker’s compensation and professional liability insurance. The appropriate endorsements are also shown within the sample contract agreement. The insurance certificate shall include the City of Vista, its officers and employees as insured or additional insured.
The contents of the Proposal of the successful Consultant, with any mutually agreed upon changes, shall become a contractual obligation if a contract ensues. Failure of a Consultant to accept this obligation will result in the cancellation of any award. Any damage accrued by the City as a result of a failure to contract may be recovered from the Consultant.
XIII. ASSIGNED REPRESENTATIVES
The City will assign a responsible representative to administer the contract, and to assist the Consultant in obtaining information. The Consultant also shall assign a responsible representative (Project Manager), who shall be identified in the proposal. The Consultant’s representative will remain in responsible charge of the Consultant’s duties from the Notice-to- Proceed through project completion. If the Consultant’s Project Manager should be unable to continue with the project, then the Consultant shall notify the City’s representative in writing.
The City’s representative shall first approve any substitution of representatives or sub - consultants identified in the proposal in writing. The City reserves the right to review and approve/disapprove all key staff and sub-consultant substitution or removal and may consider such changes not approved to be a breach of c ontract. This breach of contract will not apply if the team member leaves their respective Consulting firm.
XIV. RIGHT TO REJECT PROPOSALS
The City reserves the right to delay the project or reject any or all proposals submitted, and no representation is made hereby that any contract will be awarded pursuant to this RF P or otherwise.
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12 The City reserves the right to extend the due date for proposals, accept or reject any or all proposals received as a result of this RFP, negotiate with any qualifi ed consultant or cancel this RFP in part or in its entirety. The City may require the selected Consultant to participate in negotiations and to submit such technical fee, or other revisions of their proposals as may result from negotiations.
All costs incurred in the preparation of the proposal, the submission of additional information and/or any aspect of a proposal prior to award of a written contract will be borne by the Respondent. The City will provide only the staff assistance and documentation specifically referred to herein and will not be responsible for any other cost or obligation of any kind, which may be incurred by the Respondent. All proposals submitted to the City of Vista become the property of the City.
XV. DISCLOSURE
The City is a public agency subject to the disclosure requirements of the Public Records Act, California Government Code Section 6250 and following. These requirements include an exemption for “trade secrets”. If any proprietary information is contained in or at tached to the written proposal, it must be clearly identified in Consultant’s proposal. In order to protect trade secrets from disclosure, pursuant to a Public Records Act request, you must agree in writing to defend and indemnify the City of Vista if litigation results.
XVI. ESTIMATED TIMELINE
The City’s schedule for the selection process is as follows:
1. City Releases RFP
2. Deadline for Questions
3. Proposals Due
4. Notice of Consultant Shortlist (If Applicable)
5. Consultant Interview (If Needed)
6. Notice of Consultant Selection
7. Complete Negotiation of Agreement
8. Council Award
9. Notice to Proceed
March 5, 2026
March 19, 2026, at 4:00 PM
April 1, 2026, at 4:00 PM
April
8, 2026
April 10, 2026
April 13, 2026
April 21, 2026
May 26, 2026
June 2026
XVII. CONCLUSION
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13 If after reviewing the above requirements, the Consultant is interested in proposing services to the City of Vista, the Consultant should notify the City of their interest and their intent to submit a proposal. All submittals must be received by the City of Vista Engineering Department via the online procurement portal OpenGov by the date and time listed in this RFP.
The selected consultant will be asked to negotiate a final scope of work, fee, and schedule for the project. The City’s project manager estimates the design cost to be approximately $450,000. Larger contracts over $150,000 must be approved by the City Council.
The Consultant is advised that any recommendation for contract award is not binding on the City until the Agreement is fully executed and approved by the City Council.
Any questions shall be submitted through the OpenGov procurement portal by March 19 2026, at 4:00 PM.
Appendix A: SGIP Grant Application and Concept Plans
Appendix B: Draft Project Scope of Work
Appendix C: W. Bobier Drive Complete Streets Concept Plan Appendix D: W. Bobier Drive Focused Traffic Analysis
Appendix E: Sample SANDAG SGIP Agreement
Appendix F: City of Vista Standard Professional Services Agreement 05/26/2026
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14 ATTACHMENT A
HSIP Grant Application
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Smart Growth Incentive Program 1 Grant Application
Cycle 6 – Capital Project
GRANT APPLICATION
General Information
Applicant Information
Applicant Name City of Vista
Applicant Address 200 Civic Center Dr.
Vista, CA 92084
Contact Name Husam Hasenin
Title Traffic Engineering Division Manager
Phone 760-643-5411
Email [email protected]
Climate Action Plan (CAP)
☐ The Applicant does not have a locally-adopted CAP.
☒ The Applicant has a locally adopted CAP. The document is available here (provide link):
Climate Action Plan | City of Vista
Project Feasibility Evaluation
☐ The Project was not derived through a feasibility study. ☒ The Applicant completed a feasibility study that identified the need for the Project. The document is available here (provide a link in the space below or upload the file to BidNet):
https://www.cityofvista.com/home/showdocument?id=29424
Project Information
Project Title City of Vista W. Bobier Dr. Complete Streets Project Location or
Area Limits W. Bobier Dr. between Marabou Lane and N. Santa Fe Dr.
Brief Project
Summary
The project will construct traffic calming and pedestrian and bicycle facilities along W. Bobier Drive from Marabou Lane to N. Santa Fe
Drive. The scope of work includes concrete curb, gutter, sidewalk, curb extensions, curb ramps, AC paving, lighting, signing, striping, raised medians, 2 roundabouts, and a traffic signal at the Bobier Elementary School driveway.
Project Manager
List the day-to-day project manager who will manage the project.
Name Hasam Hasenin
Title Traffic Engineering Division Manager
Phone 760-643-5411
Email [email protected]
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Smart Growth Incentive Program 2 Grant Application
Cycle 6 – Capital Project
Additional Contacts for Grant-Related Correspondence
Include the individual(s) who will prepare the quarterly reports, submit invoices, or otherwise be involved in the project.
Role Grant Writer
Name Angie Baggett
Title Management Analyst
Phone 760-643-5362
Email [email protected]
Role
Name
Title
Phone
Email
Role
Name
Title
Phone
Email
Project Partners
List the name(s) and contact information for any project partners. (Applicants forming partnerships must provide a letter of support from each jurisdiction, CBO, or nonprofit.)
Entity Name
Contact Name
Title
Phone
Email
Entity Name
Contact Name
Title
Phone
Email
Entity Name
Contact Name
Title
Phone
Email
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Smart Growth Incentive Program 3 Grant Application
Cycle 6 – Capital Project
Project Budget
SGIP Funding Request
Total SGIP Grant Request Amount $3,951,000
Matching Funds
List the source(s) and associated dollar amounts of proposed matching funds. Matching funds can consist of in-kind services or cash match from the Applicant, funds from outside sources such as developer contributions, non-profit contributions, other state or federal funds, or other quantifiable sources . Other TransNet funds, including Local Street and Road Program funding, cannot be used as a match.
Source of Funding City of Vista General Funds
Amount of Funding $450,000
Source of Funding The Vista Unified School District
Amount of Funding $350,000
Source of Funding
Amount of Funding $
Total Matching Funds Provided $800,000
Indirect Costs
The Applicant intends to apply indirect costs to the project:
☐ Yes* ☒ No
*If the Applicant intends to apply indirect costs, the following method will be used:
☐ The Applicant has a Federally Negotiated Indirect Cost Rate (FNICR) recognized by the federal government, and that rate will be used.
☐ The Applicant has never received a FNICR and will elect the de minimis rate. The current de minimis rate is 15%.
*Applicants who intend to apply indirect costs to their proposed project should ensure that the indirect costs are incorporated into the Scope of Work, Schedule, and Budget worksheet.
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Smart Growth Incentive Program 4 Grant Application
Cycle 6 – Capital Project
Performance Measures
Using the SGIP Performance Metrics, which are available with the other SGIP application materials in BidNet, select five metrics that can be used to measure the project’s success in meeting the SGIP goals and objectives. Please be aware that at the end of the grant term the Applicant must be able to meet all five metrics that it lists below or the Applicant may be required to repay the grant. The Applicant will report on the progress toward meeting these performance metrics in its quarterly report.
In the table below, list each performance metric selected, and include the baseline measure (what the number is today, before the SGIP program begins).
Metric
No.
Performance Metric (from the SGIP Performance Metrics list) Baseline Measure
1. Safety: Changes in crash injuries by demographics, location, and conditions- goal to reduce number.
A total of five
collisions were
reported along W.
Bobier Drive
between N. Santa
Fe Avenue and
Marabou Ln.
between the years
2014 and 2023.
2. Lighting: Coverage of streets with lighting, especially at intersections, that is pedestrian-scaled, etc. increase to 6 total at key intersections Currently 3 total at
key intersections
3. Miles of bike lanes: New miles to be added will be 3265 linear feet or .62 miles of Class IV bike lanes marked by stripes and signage.
Class IV bike lanes
are to be installed in
both directions. The
existing condition is
four vehicle travel
lanes with no
separation for bike
users. Zero class IV
bike lanes exist
currently.
4. Number of intersection improvements to facilitate multimodal access: 1 traffic signal, 22 curb ramps, 6 enhanced striped pedestrian crossings, curb extensions, raised median, signing and striping
Existing
Intersections with
improvements: 0
5. Miles of sidewalk: new/repaired /total (condition/quality, width, shaded, accessible, etc.) Improvements and new sidewalk connections to include ADA-compliant sidewalks and ramps, curb extensions, rectangular rapid flashing beacons (RRFBs), high visibility continental crosswalks for 21,900 SF of sidewalk infrastructure.
Sidewalks are
provided on both
sides of the
roadway, though
some intersections
do not provide ADA-
compliant curb
ramps and
pedestrian crossings
across W. Bobier
Drive are not
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Smart Growth Incentive Program 5 Grant Application
Cycle 6 – Capital Project
marked at
unsignalized
intersections.
In the space below, include any additional information regarding the Applicant’s selected performance metrics or baseline data.
These performance metrics will enhance safety, accessibility and multi-modal transportation options along W. Bobier Dr. addressing current deficiencies and fostering a more inclusive and sustainable urban environment. These improvements address smart growth incentives by promoting active transportation and reducing motorized vehicle dependency thus promoting healthy lifestyles and reducing pollution. Making walking and biking safer and more accessible encourages mixed- use development and local business foot traffic. This attracts businesses and supports local commerce.
ADA-compliant sidewalks and ramps, curb extensions, rectangular rapid flashing beacons (RRFBs) ensure equitable access to public spaces, increasing mobility for all residents and visitors and enhancing community inclusivity. (See Attachment A. Conceptual Design)
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§¨¦
£¤
£¤
£¤
£¤
VISTA
CARLSBAD
OCEANSIDE
SAN MARCOS0 1 20.5 Miles
W. Bobier Drive Complete Streets Project
Project Location Map
LEGEND
City Limits
Project Location
78 76
78 5
INTERSTATE
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Relationship to Regional Transit Map
Sources:
Esri, TomTom, Garmin, FAO, NOAA, USGS, ©
OpenStreetMap contributors, and the GIS User
Community, Sources: Esri, Maxar, Airbus DS, USGS,
NGA, NASA, CGIAR, N Robinson, NCEAS, NLS, OS,
NMA, Geodatastyrelsen, Rijkswaterstaat, GSA, Geoland,
Transit Stops Buffer (0.5 miles)
Transit Priority Areas (TPA) 2035
Jurisdictions
3/21/2025, 1:53:20 PM
0 0.1 0.190.05 mi
0 0.15 0.30.07 km
1:4,514
SANDAG
SANDAG - SGIP
Cycle 6 Area
Green Dashed Lined Denotes Project Area
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Proximity to Mobility Hubs Map
Sources:
Esri, TomTom, Garmin, FAO, NOAA, USGS, ©
OpenStreetMap contributors, and the GIS User
Community, Sources: Esri, Maxar, Airbus DS, USGS,
NGA, NASA, CGIAR, N Robinson, NCEAS, NLS, OS,
NMA, Geodatastyrelsen, Rijkswaterstaat, GSA, Geoland,
Mobility Hubs
Mobility Hub
3/21/2025, 1:57:52 PM
0 0.1 0.190.05 mi
0 0.15 0.30.07 km
1:4,514
SANDAG
SANDAG - SGIP
Cycle 6 Area
Green Dashed Line Denotes Project Area
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Smart Growth Incentive Program 9 Grant Application
Cycle 6 – Capital Project
ii. Furthers The Sustainability Communities Strategy
The Sustainable Communities Strategy (SCS) shows how development patterns and our transportation system will work together to reduce greenhouse gas (GHG) emissions for cars and light trucks, providing a more sustainable future for our region.
How does your project further the Region’s SCS? Examples include:
• I mplementing a land use strategy that facilitates VMT reduction • Z oning for a higher density of housing than is currently allowed • I mproving jobs-housing balance
• P lanning for transportation/mobility improvements to better connect housing to the existing/planned regional transportation network
• Reducing or eliminating parking minimums or other innovative parking management strategies such as shared parking or dedicated parking for carshare in lieu of dedicated parking for personal vehicles Describe in the space below how the project furthers the SCS. Provide documentation or evidence to support your description.
The project is located within a designated Mobility Hub, enhancing its functionality by providing improved pedestrian and bicycle connections between residential areas, commercial centers, and transit stops. The project focuses on Implementing a land use strategy that facilitates VMT reduction and Planning for transportation/mobility improvements to better connect housing to the existing/planned regional transportation network. The W. Bobier Drive Complete Streets project is focused on improving the corridor to achieve the bikeway and pedestrian networks envisioned by City of Vista master plan documents including the Local Roadway Safety Plan, Bicycle Master Plan, and Safe Routes to School Master Plan, and the Climate Action Plan. The Climate Action Plan strategy 2; Reduce Vehicle Miles Traveled, includes implementing the City’s Bicycle Master Plan (2015 with the goal of Install an additional 12 miles of two-way bicycle lanes (Class II or better) by 2030 providing a GHG reduction potential in 2030 of 633. Eliminating barriers for residents and Bobier Elementary School students who walk and bike along the project corridor and to achieve the Complete Streets vision of planning, designing, and building streets that enable safe access for roadway users of all ages and abilities will ultimately contribute to reduced VMT and move the City towards its GHG reduction goal.
Currently, high vehicular speeds, a lack of crossings for 2,600 feet between Marabou Lane and N.
Santa Fe Road, long crossing distances, and chronic school traffic that blocks safe access to existing sidewalks and bike lanes discourages the use of non-motorized transportation options to access key destinations. For example, feedback Safe Routes to School walk audits and breakout discussions has identified that parents feel unsafe having their child walk or bike to school. Feedback from public outreach workshops identified seniors at the Sierra Vista Mobile Home Park are also unwilling to walk to key destinations including transit, commercial business centers, and other essential services despite their close proximity due feeling unsafe on the high-speed corridor.
The project provides connections to existing sidewalks and Class IV bicycle facilities at both ends of the corridor. W. Bobier Drive is adjacent to a variety of land uses, which makes the project an ideal location for realizing an increase in active transportation modes. Residential housing includes a mixture of high-density apartments, medium-density town homes, single-family homes, and senior living. The western project limit at Marabou Lane includes two community church facilities for The Church of Jesus Christ of Latter-Day Saints and Kingdom Hall of Jehovah’s Witnesses. The eastern project limit at N.
Santa Fe Avenue includes mixed-use, retail, and commercial centers. This includes Walgreens and CVS pharmacies, medical and dental facilities, Stater Brothers and La Favorita Carniceria Market grocery stores, restaurants, beauty and barber shops, and laundry services.
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Smart Growth Incentive Program 10 Grant Application
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The project provides direct connections to Bobier Elementary School. A signalized intersection at the easterly school driveway will have crossings on the south and east intersection legs with ADA - compliant curb ramps and sidewalks. To improve safety, pedestrian crossings will be enhanced with curb extensions and high visibility retro-reflective continental crosswalks. These crosswalk visibility enhancements are identified by Federal Highway Administration (FHWA) as a proven safety countermeasure for their ability to decrease crossing distances while increasing visibility for both drivers and pedestrians from farther away compared to traditional intersection curb ramps and painted transverse crosswalks. The Class IV bike lanes will be enhanced with buffers between bike lanes and on-street parking and the installation of high visibility retro-reflective green pavement conflict striping.
The improvements will prevent double-parked vehicles from blocking the bike lanes and will alert both drivers and cyclists to conflict areas at intersections.
The W. Bobier Drive Complete Streets project is located within a designated 2035 Transit Priority Area.
The project directly supports increased transit ridership by providing enhanced pedestrian and bicycle access to the four NCTD BREEZE bus stops along the corridor. Specifically, the new sidewalks, ADA - compliant curb ramps, and enhanced crosswalks will create a safer and more convenient walking environment for transit users, encouraging more residents to utilize public transportation for their daily commutes and errands. There are four North County Transit District (NCTD) Route 318 BREEZE bus stops on the W. Bobier Drive corridor, including two at Marabou Lane and two at N. Santa Fe Avenue.
Route 318 provides connections to destinations in Oceanside and Vista including the Oceanside and Vista Transit Centers, the Melrose Drive and College SPRINTER Stations, Vista High School, Alta Vista High School, Vista Sports Park, North County Coastal Career Center, and the VA Clinic. On the east end of the corridor, Route 303 bus stops along N. Santa Fe Avenue provides connections to the Vista, San Luis Rey, and Oceanside Transit Centers, Vista Community Clinic, TrueCare La Mision Medical Center, MiraCosta College, Vista High School, Jefferson Middle School, Oceanside High School, Guajome Park Academy, Rancho Guajome Adobe Park, and Antique Gas & Steam Engine Museum. (See Attachment B. Map and Photos of existing conditions.)
B. Furthers Safety And The Regional Vision Zero Resolution i. Proximity To The Safety Focus Network Or Systemic Safety Network
Option 1: Submit a GIS shapefile with your application that includes the project area or limits.
Option 2: Use the SANDAG SGIP Cycle 6 Interactive Mapping Tool to create a map of the project area/ limits related to the SFN and SSN and submit it with your application. • Navigate to the SANDAG SGIP Cycle 6 Interactive Mapping Tool. • Zoom to the proposed project location.
• Use the Draw tool (Figure 9) to map the proposed project area/limit. • Click the Layer List (Figure 10) to display the available layers. • Click the box next to the “Systemic Safety Network – Intersections Buffer (0.25 miles)”, “Systemic Safety Network – Segments Buffer (0.25 miles)”, and “Safety Focus Network Buffer (0.25 miles)” layers to display these layers in proximity to the mapped project area/limit. See Figure 11. Do not turn on any other layers. 05/26/2026
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Proximity to Safety Focus Network or Systemic Safety Network Sources:
Esri, TomTom, Garmin, FAO, NOAA, USGS, ©
OpenStreetMap contributors, and the GIS User
Community, Sources: Esri, Maxar, Airbus DS, USGS,
NGA, NASA, CGIAR, N Robinson, NCEAS, NLS, OS,
NMA, Geodatastyrelsen, Rijkswaterstaat, GSA, Geoland,
Systemic Safety Network - Intersections Buffer (0.25 miles) Systemic Safety Network - Segments Buffer (0.25 miles)
Safety Focus Network Buffer (0.25 miles)
3/21/2025, 2:01:46 PM
0 0.1 0.190.05 mi
0 0.15 0.30.07 km
1:4,514
SANDAG
SANDAG - SGIP
Cycle 6 Area
Green dashed line denotes project area
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Smart Growth Incentive Program 12 Grant Application
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ii. Proposed Safety Improvements
Describe the proven bicycle, pedestrian, and traffic calming safety improvements that are included in your project.
The W. Bobier Drive corridor is located within the Safety Focus Network, designated due to its high concentration of collisions. Improvements to existing routes to address safety barriers include 4-to-2 lane road diet, roundabouts, traffic signal, raised medians, bike-parking lane buffers, green bicycle- vehicle conflict striping, bike escape ramps, pedestrian curb extensions, high visibility crosswalk signing and striping, lighting, and rectangular rapid flashing beacons.
The W. Bobier Drive Complete Streets project includes safety countermeasures that were strategically selected to address the pedestrian and bicycle collisions that have occurred based off the Federal Highway Administration’s (FHWA) list of proven safety countermeasures and the California Department of Transportation’s (Caltrans) Local Roadway Safety Manual (LRSM v1.7). The proposed countermeasures are proven based on crash reduction factors (CRF) as effective strategies for addressing the underlying factors that are contributing to the pedestrian and bicyclist collisions identified in the TIMS ATP Tool data (Attachment C).
- Road diets have a CRF of 35% and are used to reduce roadway segment speeds and rear -end, left- turn, and broadside collisions. They increase further pedestrian and bicycle safety through reallocation of extra pavement width for bike lanes, bike lane buffers, pedestrian refuge islands, curb extensions, and / or sidewalks. FHWA studies indicate they can reduce speeds by a minimum of 10%, which will increase safety and user comfort for pedestrians and bicyclists.
- Roundabouts, based on Caltrans procedures, have variable CRFs depending on roadway ADT, location, and number of lanes. They reduce left-turn and broadside collisions and enhance roadway safety by lowering vehicular speeds and reducing conflict points from 32 to 8 in comparison to traditional intersection control configurations. FHWA studies indicate roundabouts provide more than a 90% reduction in fatalities, 76% reduction in injuries, 40% reduction in pedestrian collisions, and 35% reduction in all collisions. Splitter and pedestrian refuge islands, curb extensions, rectangular rapid flashing beacons (RRFBs), high visibility crosswalk striping, and bike escape ramps have been added to the project roundabouts to further enhance safety for pedestrians and bicyclists.
- Raised Medians have a CRF of 35% and are used to reduce collisions that occur near intersections as a result of insufficient access control. They prohibit left turns into and out of driveways that are located too close to the function area of intersections. This enhances pedestrian and bicycle safety through a reduction of conflict points with vehicles.
- Traffic signals have a CRF of 30% and are used to reduce the most severe collision types including left-turn and broadside. They offer the maximum degree of control at intersections and, when properly time, can increase the intersection capacity. The project includes installing a traffic signal at the easterly Bobier Elementary School driveway, which will be timed to prevent excess queueing at the intersection of W. Bobier Drive and N. Santa Fe Avenue and to provide a leading pedestrian interval (LPI) which will allow pedestrians to enter the crosswalk before vehicles are given a green indication.
The LPI reduces vehicle-pedestrian conflicts, increases visibility of crossing pedestrians, increases the likelihood of vehicles yielding to pedestrians, and enhances safety for pedestrians who may be slower at entering the intersection such as students, seniors, and residents with disabilities.
- Enhanced street lighting at intersections is a proven countermeasure to increase safety. Studies have shown that well-lit intersections can reduce nighttime crashes by up to 35%.
- Pedestrian crossings with enhanced safety features, such as curb extensions, medians, pedestrian crossing islands, beacons, and high visibility pavement markings, have a CRF of 35% are used to reduce pedestrian collisions. They provide increased safety and comfort for pedestrians beyond 05/26/2026
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Smart Growth Incentive Program 13 Grant Application
Cycle 6 – Capital Project
conventional transverse crosswalks by providing increased visibility for both vehicles and pedestrians and decreasing crossing distances.
- Separated bike lanes, such as painted buffers, have a CRF of 45% and are used to reduce bicycle collisions. They provide increased safety and comfort for bicyclists beyond conventional bike lanes by providing physical separation from vehicles. The proposed project includes installing a buffer between the Class IV bike lanes and on-street parking to prevent vehicles who double-park during Bobier Elementary School peak periods from blocking the bike lanes. Additionally, the bike lanes will be enhanced with high visibility retro-reflective green conflict striping to alert both drivers and bicyclists to conflict areas at intersections.
Traffic studies identified high-incidence zones, and the design introduces advanced safety measures to mitigate risks. All improvements follow Vision Zero standards to promote zero pedestrian and cyclist fatalities.
C. Furthers Equity And Benefits Disadvantaged Communities i. Project Location
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Equity and Benefits DAC Map
Esri,
NASA, NGA, USGS, FEMA, Sources: Esri,
TomTom, Garmin, FAO, NOAA, USGS, ©
OpenStreetMap contributors, and the GIS User
Community
Disadvantaged Community
50 – 75
Jurisdictions
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0 1.5 30.75 mi
0 2 41 km
1:72,224
SANDAG
SANDAG - SGIP
Cycle 6 Area
Green line denotes project area
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Smart Growth Incentive Program 16 Grant Application
Cycle 6 – Capital Project
ii. Benefit To A Disadvantaged Community
Describe how your project furthers equity and benefits disadvantaged communities.
The project is located within a disadvantaged community, where residents face significant transportation inequities. While the SANDAG mapping tool does not identify any disadvantaged communities, in the project area there are other types of disadvantaged communities in Vista, outside of the CalEnviroScreen definition shown in the map. The project corridor of W. Bobier Drive from Marabou Lane to N. Santa Fe Avenue is in an urban area and serves communities that are socioeconomically disadvantaged based on median household income, disproportionate pollution burdens, students that qualify for free or reduced price, school meals, health indicators, climate and economic justice, and transportation equity. (See attachment D.)
Located on the project corridor, Bobier Elementary School reports that of 537 enrolled students, 87% are eligible for free or reduced-price school meals, 93.3% are socioeconomically disadvantaged,95.5% are Hispanic or Latino, 54% are English learners, and 14.2% have disabilities. The Vista Safe Routes to School Master Plan found that over 40% of enrolled students walk or bike to and from Bobier Elementary School and the top three issues for parents who do not currently allow their children to are:
safety of intersections and crossings, sidewalks or pathways, and speed of traffic along the route.
California Healthy Places Index (HPI) data for the census tracts adjacent to the project corridor and school boundaries indicate meeting disadvantaged criteria for a variety of community conditions based on percentile rankings from 0 (least healthy) to 100 (most healthy). Economic indicators include a range of 4.2 to 50.2 for being above 200% of the poverty limit and 6.2 to 71.3 for per capita income. Racial indicators include a range of 25% to 87% Hispanic or Latino. Transportation indicators include a ran ge of 10.9 to 70.6 for commuting to work by transit, walking, or bicycling and 30.7 to 94.5 for automobile access. Generally, the areas south/east of the project corridor have the lowest HPI community conditions and the areas north/west have the highest. These conditions indicate that the project will serve some of the City’s most socioeconomically disadvantaged residents and students and will meet the need and underserved demand for safer pedestrian and bicycle facilities that can provide connections to transit, schools, and other important community centers.
The improvements will directly address these challenges by providing safe and accessible routes to Bobier Elementary School, addressing the concerns of parents who have expressed reluctance to allow their children to walk or bike due to safety concerns. The project will also improve access to essential services, such as the Stater Brothers grocery store, for seniors living in the Sierra Vista Mobile Home Park, who currently face barriers to accessing these services due to the high-speed traffic and lack of safe crossings.
Specifically, the new sidewalks, ADA-compliant curb ramps, and enhanced crosswalks will create a safer and more convenient walking environment for transit users, encouraging more residents to utilize public transportation for their daily commutes and errands. There are four North County Transit District (NCTD) Route 318 BREEZE bus stops on the W. Bobier Drive corridor, including two at Marabou Lane and two at N. Santa Fe Avenue. Route 318 provides connections to destinations in Oceanside and Vista including the Oceanside and Vista Transit Centers, the Melrose Drive and College SPRINTER Stations, Vista High School, Alta Vista High School, Vista Sports Park, North County Coastal Career Center, and the VA Clinic. On the east end of the corridor, Route 303 bus stops along N. Santa Fe Avenue provides connections to the Vista, San Luis Rey, and Oceanside Transit Centers, Vista Community Clinic, TrueCare La Mission Medical Center, MiraCosta College, Vista High School, Jefferson Middle School, Oceanside High School, Guajome Park Academy, Rancho Guajome Adobe Park, and Antique Gas & Steam Engine Museum.
Addressing these transportation inequities will encourage a shift to active transportation, which will improve physical activity leading to a healthier lifestyle, and promote public transit use, reducing VMT thus improving air quality disparities.
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Smart Growth Incentive Program 17 Grant Application
Cycle 6 – Capital Project
3. Smart Growth Implementation
Smart growth is a compact, efficient, and environmentally sensitive urban development pattern. It focuses future growth and infill development close to jobs, services, and public facilities to maximize the use of existing infrastructure and preserve open space and natural resources. Smart growth is characterized by more compact, higher-density development in urbanized areas throughout the region. These areas are walkable, bike-friendly, near public transit, and promote good community design, resulting in housing and transportation choices for those who live and work. SANDAG seeks to promote a pattern of development with whole communities that feature a convenient mix of travel choices, safer streets, and support amenities.
Describe how this project furthers the implementation of smart growth principles and strategies.
The Bobier Complete Streets project in Vista, California, exemplifies the principles of smart growth by prioritizing urban mobility and connectivity within the Transit Priority Area (TPA). By enhancing infrastructure for walking and biking, the project significantly improves first and last mile connectivity to transit services. The incorporation of a Complete Streets and Traffic Calming Toolbox ensures the application of design practices that promote multi-modal transportation, thus enhancing safety and accessibility in the public realm. This initiative not only supports a sustainable urban environment by encouraging active transportation but also reduces transportation-related pollution. Additionally, by fostering diverse land uses within close proximity, the project cultivates vibrant streets and public gathering spaces. Making walking and biking safer and more accessible encourages mixed- use development, increased property values, and improves local business foot traffic. This attracts businesses and supports local commerce. Its focus on inclusive and universal design creates accessible streets and sidewalks, facilitating smooth coexistence among pedestrians, cyclists, and motorists while enhancing connectivity to regional public transit options, ultimately underscoring the commitment to a human-scaled, livable urban landscape.
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Smart Growth Incentive Program 18 Grant Application
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4. Project Feasibility
A. Completion Of Major Milestones
Please submit supporting materials demonstrating progress toward completing the major milestones listed below.
• Has a neighborhood-level plan, corridor study, or community active transportation strategy been completed that identifies this project?
☐ No
☒ Yes – please include a copy of the document with your application or include a hyperlink to the materials in the space below.
https://www.cityofvista.com/home/showdocument?id=29424
• Has environmental review under the California Environmental Quality Act been completed?
☒ No
☐ Yes – please include a copy of the CEQA clearance document or completed environmental checklist with your application.
• Have right-of-way acquisition and all necessary entitlements been completed?
☒ No
☐ Yes – please describe in the space below what right of way or other entitlements were acquired for the project.
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Smart Growth Incentive Program 19 Grant Application
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• When will the project be ready to bid for construction? • Please be sure that the timeframe selected below matches the timeline included in the Scope of Work, Schedule, and Budget workbook.
• ☐ within six months or less (10/11/2025 or earlier)
• ☒ within 12 months or less (between 10/12/2025 and 4/11/2026) • ☐ within 18 months or less (between 4/12/2026 and 10/11/2026) • ☐ within 24 months or less (between 10/12/2026 and 4/11/2027) • ☐ 24 months or more (4/12/2027 or later)
B. Efficient Use Of Project Funds
The Applicant’s Scope of Work, Schedule, and Budget workbook will be reviewed to determine the degree to which the project will efficiently use program funds in the following three areas.
Project Scope of Work
Please indicate which of the following factors was considered when developing the S cope of Work. Check all that apply.
☒ A ll major tasks and subtasks were included that are necessary to complete the project, including any tasks or subtasks that may be deemed unnecessary during project implementation ☒ T he Applicant considered the steps it would take to complete the planning work, including robust stakeholder engagement.
☒ T he Applicant considered the work necessary to achieve CEQA compliance. ☒ T he Applicant considered all right-of-way acquisition and entitlement requirements and the effort required to complete those steps, including subtasks when appropriate. ☒ The Applicant considered any regulatory influence on the project (e.g. the Public Utilities Commission, California Coastal Commission, etc.).
☒ The Applicant considered any tasks that require approval or input from another public agency and included those tasks in the Scope of Work.
☒ The Applicant considered the effort necessary to prepare a public works project for competitive bid and ensured that it’s agency’s procurement requirements will be met before putting the project out to bid.
☒ The Scope of Work considers the approvals needed to enter into a contract with the construction contractor and any other consultant or support services (e.g., design support, construction management, and labor compliance) needed during project construction.
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Smart Growth Incentive Program 20 Grant Application
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Project Schedule
Please indicate which of the following factors was considered when developing the Project Schedule.
Check all that apply.
☒ The Project Schedule includes reasonable start dates, taking into account any work that has already been completed before the NTP has been issued and any other tasks or subtasks that might impact the start date for each task and subtask.
☒ Project durations and completion dates are reasonable and include timeframes that the Applicant can actually achieve.
☒ The Applicant is aware that it will be required to adhere to the Project Schedule and that all schedules must meet the Project Milestone and Completion Deadlines that are listed in SANDAG Board Policy No. 035.
Project Budget
Please indicate which of the following factors was considered when developing the Project Schedule.
Check all that apply.
☒ The Project Budget considered all of the tasks and subtasks listed in the Scope of Work. ☒ Each task and subtask identifies reasonable costs to complete the task or subtask, and any matching funds are included.
☒ If the Applicant intends to request reimbursement for indirect costs, those costs are included in the Project Budget and the Applicant indicated in this Application whether it will elect the de minimis rate or it has a FNICR.
C. Community Engagement
Please describe how the project has and will continue to have strong community support, opportunities for community input, and how community members can have a meaningful role in the project, including underserved and limited English proficiency populations.
The City and Vista Unified School District have been engaged in collaborative discussions over the development and design of this project for many years, driven by resident dialogue and a shared desire to and development of this project. Describe how stakeholders will continue to be engaged in the implementation of the project.
The City has also involved community groups such as Circulate San Diego and Vista Community Clinic in the complete street project. Community engagement efforts included an interactive workshop to gather feedback from residents and local businesses and reach a consensus on proposed improvements along W. Bobier Drive. This workshop was held at Bobier Elementary School on January 18, 2024, providing participants an opportunity to review and provide input on the traffic study and design concepts for the proposed enhancements. Outreach materials were developed to ensure broad community engagement, recognizing Vista's multi - generational and Spanish-speaking population, and included bilingual flyers and announcements in both English and Spanish.
The workshop agenda featured a presentation covering the project background, existing and proposed conditions, traffic operations analysis, and the benefits of roundabouts. A question -and-answer session followed, allowing participants to seek clarification or offer feedback on the proposed enhancements.
Both the presentation and Q&A session were conducted bilingually. City officials and project team members then engaged in detailed discussions with participants at individual tables, reviewing the proposed improvements using large maps of the design concepts. Over 50 attendees, primarily residents along W. Bobier Drive and adjacent streets, attended the workshop. 05/26/2026
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Smart Growth Incentive Program 21 Grant Application
Cycle 6 – Capital Project
The workshop collected valuable input from local residents, who actively engaged by discussing and providing location-specific comments directly on the concept plan table maps. While a few members expressed reservations about the proposed improvements, the overwhelming majority of participants supported the project and recognized its benefits. Several attendees reiterated their endorsement during the Q&A session and
expressed satisfaction with the City's decision to implement traffic calming measures following years of observing high speeds and traffic incidents along the corridor. Major comments gathered during the workshop include:
- General consensus to reduce the roadway speed limit.
- Implement turn restrictions for Bobolink Drive and the Church driveway, permitting only right turns for traffic exiting these locations. - Increase police presence along W. Bobier Drive to at least once a week during the school year.
- Install 'No Turn on Red' signage at traffic signals near Bobier Elementary School to prevent vehicles from turning while pedestrians are crossing. - Include advance warning beacons well ahead of the school zone to alert drivers to reduce speed.
(See Attachment E. for Community Engagement documentation).
The City will continue to engage local stakeholders as the project develops through social media, website postings, and community meetings. The inclusion of letters of support attached also demonstrates the broad support from community groups and stakeholders. As demonstrated, the City of Vista has made a long-term commitment to engaging the community on mobility issues and will continue to do so throughout the life of this
project.
5. Board Policy No. 033
A. Prohousing Policies
☐ Applicant currently has HCD Prohousing Designation
OR
Select all policies currently in place in the following categories:
Category 1: Favorable Zoning And Land Use
☐ Housing element plan for zoned capacity of >150% of RHNA ☒ Permitting missing middle uses (e.g., duplexes, triplexes, fourplexes, townhomes) in existing low - density single-family zones
☐ Eliminating minimum parking requirements
☒ Allowing residential in commercial zones
☐ Allowing more/larger accessory dwelling units (ADUs) than state law requires ☐ Density bonus that is >10% more than state requirements ☐ Established Workforce Housing Opportunity Zone (WHOZ) or housing sustainability district ☒ Standards to promote more density
☐ Housing element plan for zoned capacity of >125% of RHNA ☒ Reduced parking requirements
Category 2: Acceleration Of Housing Production Timeframes ☒ Ministerial approval of housing
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☒ Streamlined/program level California Environmental Quality Act (CEQA) Environmental Impact Report (EIR) for general plans/specific plans etc.
☐ Permit process that is less than two months
☐ Elimination of public hearings for projects consistent with zoning/general plan ☒ One-stop shop permitting processes or single point of contact ☐ Priority permit processing or reduced plan check times for ADUs/junior ADUs, multifamily, or affordable housing
☒ Streamlined housing development at the project level
☐ Permit process that is less than four months
☒ Three public hearings limit for projects consistent with zoning/general plan ☐ Eliminated or replaced subjective design standards with objective standards that simplify zoning ☐ Standard entitlement application
☒ Publicly posting online status updates on permit approvals
Category 3: Reduction Of Construction And Development Costs ☒ Waived development impact fees for housing
☒ Adopted universal design ordinances
☒ Preapproved prototype plans for missing middle housing (e.g., duplexes, triplexes, fourplexes, townhomes)
☐ Measures that reduce costs for transportation-related infrastructure or that encourage active transit or other alternatives to cars
☒ Reduced development impact fees for housing
☐ Less restrictive ADU standards than state requirements ☒ Fee reduction, including deferrals or reduced fees for housing with people with special needs ☒ Promoting innovative housing types that reduced development costs
Category 4: Providing Financial Subsidies
☐ Local housing trust fund or collaboration on regional fund ☒ Program to comply with Surplus Lands Act and make publicly owned land available for affordable housing
☐ Enhanced Infrastructure Financing District (EIFD)
☒ Prioritization of local general funds for affordable housing ☐ Grants/low-interest loans for affordable ADUs
☒ Direct residual redevelopment funds to affordable housing ☒ Development and regular use of housing subsidy pool, local/regional trust, or similar funding source
Please provide more information on each of the policies selected (or links to documentation) 05/26/2026
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Smart Growth Incentive Program 23 Grant Application
Cycle 6 – Capital Project
Favorable Zoning and Land Use
• The City of Vista permits missing middle complexes and plans to amend a Zoning Ordinance by April 2025 that approves missing middle housing in lower-density residential zones. This updated zoning ordinance is part of the 6th Cycle Housing Element of the General Plan Update. • There are 2 areas within Vista that are mixed-use, Downtown Vista Specific Plan and North Santa Fe Overlay Zone (pg 54). (SB 6) Additionally, in Downtown Vista the mixed-use plan allows for reduced parking as it follows California density bonus law and AB2097 to reduce parking requirements on development projects located within ½ half of public transit. • With the new General Plan Update, the City of Vista will include policies to promote more density in major corridors and high traffic areas. Currently, standard multifamily developments have a cap of 21 units per acre, but the General Plan Update will update this policy to allow mixed used zones to have a cap of 40 units per acre. The Downtown Vista Specific Plan supports lot consolidation for denser development and the North Santa Fe Overlay Zone allows 40 units per acre with a maximum building height of 60ft.
Acceleration of Housing Production Timeframes
• The City of Vista has ministerial approval of housing from previous housing element cycles.
Through this policy, it promotes development in under-utilized properties. With the General Plan Update and Downtown Vista Specific Plan, there is projected to be 20% or more affordable housing through ministerial approval.
• With the upcoming General Plan Update, Vista will have a proper EIR to streamline CEQA compliance.
• Some affordable housing projects don’t require public hearings, such as plot plans for missing middle housing and projects with 4 units or less. Currently, any housing project that is greater than 4 units must go through a public hearing, however, Vista is currently working on updating the threshold to be 10 units or more to require a public hearing. In compliance with SB330, Vista has a maximum of 3 public hearings for all projects. • For permitting processes, Vista has a single point of contact through the planning counter.
Larger projects also have a single point of contact through the project engineer. • Vista has eliminated subjective design standards to streamline housing development in addition to providing a pre-application meetings for smaller development projects. These pre- application meetings contain information on the project that is reviewed by departments at the beginning of the process and forwarded to the planning commission for comment, allowing the developers to discuss potential issues and comments as related to the City’s goals and standards prior to applying for the project.
Reduction of Construction and Development Costs
• Vista has adopted ADA requirements within our objective design standards. • There are 2 housing development ordinances as a result of SB 9. Through these ordinances, it allows the splitting of single-family homes in addition to 10 preapproved housing project templates for ADUs to speed up processing and reduce plan check time. For ADUs under 750 sq ft waived fees can be provided.
• Vista has incorporated density housing policies and mixed-use development to promote active transit and alternative transportation methods. Additionally, the City is hosting an e-bike safety training and rebate program to teach residents bike safety and provide financial incentives to use alternative transportation instead of single passenger vehicle use. • Vista recently began considering deferring development impact fees for upcoming affordable housing developments. Specifically, Vista provides reduced impact fees for building ADUs under 750 sqft (no impact fees due, other than school fees) and if it’s over 750 sqft they will pay a percentage of the impact fees.
• The city offers fee reductions and reasonable accommodations for housing projects that serve individuals with special needs
Providing Financial Subsidies
• Vista supports developers in applying for county funds for housing developments, including San Diego County HOME Consortium
• In the Downtown Vista Specific Plan, development projects comply with the Surplus Lands Act 05/26/2026
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Smart Growth Incentive Program 24 Grant Application
Cycle 6 – Capital Project
• To prioritize local general funds for affordable housing, Vista has added inclusionary housing in our development code in 2022 that requires 9% of units with any new market rate housing project be affordable units
o Inclusionary Housing Study (November 2022)
• The City of Vista does use residual redevelopment funds to subsidize nearly 100% affordable housing developments
• For ADU developments, the City of Vista has an Accessory Dwelling Unit Fee Waiver Program for ADU projects that are less than 750 sqft.
• The City of Vista also has a Development and Regular use of Housing Subsidy Pool as outlined in the annual reports – Housing Successor Agency Annual Report.
B. Housing Equity
The Applicant has the following policies or practices that advance housing equity (mark all that apply). ☒ An adopted inclusionary housing ordinance
☐ Establishment of rent stabilization
☒ Establishment of anti-displacement policies in conjunction with transit improvements ☐ Creation of a strategy or fund to preserve naturally occurring affordable housing ☒ Creation of tenant protection policies such as access to legal counsel, just cause eviction policy, etc. ☐ Rezoning and other policies that result in a net gain of housing capacity while concurrently mitigating development impacts on or from environmentally sensitive or hazardous areas. ☒ Programs, land use plans, and new policies (other than those indicated in the Pro housing Policy Implementation section above) that are intended to result in increased investment (such as infrastructure, housing, open space, etc.) in lower opportunity areas. Such areas include but are not limited to, Low Resource and High Segregation & Poverty areas designated in the 2021 California Tax Credit Allocation Committee (TCAC)/HCD Opportunity Map, and disadvantaged communities under California Senate Bill 535 (2012).
☐ Zone changes or other policies (other than those listed in the Prohousing Policy Implementation section 3 above) that increase housing choices and affordability in High Resource and Highest Resource areas, as designated in the 2021 CTCAC/HCD Opportunity Maps. ☒ Displacement risk studies
☒ Creating a publicly available database of affordable housing properties at risk of losing affordability restrictions through the expiration of rent restrictions or tenant voucher programs ☒ Proactive monitoring of housing at risk of losing affordability restrictions and proactive enforcement of state-mandated tenant notification provision
Please provide more information on each of the policies selected (or links to documentation) 05/26/2026
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Smart Growth Incentive Program 25 Grant Application
Cycle 6 – Capital Project
• Vista has an adopted inclusionary housing ordinance that requires 9% of units within any new market rate housing project be affordable units. This 9% is broken down into a minimum of 4% of the units as moderate-income units or lower and 5% of the units as low-income units or lower, with “moderate income” and “low-income” as defined by the California Department of Housing and Community Development.
• With Vista’s upcoming General Plan Update there will be new policies that plan to increase higher density areas in high traffic zones, including disadvantaged community areas.
Additionally, a new Planned Residential Development (PRD) ordinance will be presented for environmental areas.
• Through Economic Development, the City of Vista has a grant to “beautify Vista” by planting more trees, adding new sidewalks, and inputting new irrigation systems • The City of Vista contracts with CSA San Diego County, to promote social justice and public welfare related to housing discrimination and tenant rights. • The City of Vista has an Opportunity Zone within the Downtown Vista area that includes mixed- use affordable housing, including very low-income residential units, various attached residential condominiums, missing middle housing, and additional senior affordable housing • For displacement risk studies, City Staff conduct annual evaluations of the Downtown Specific Plan policies and standards to assure they are adequately effective to protect existing residents from displacement. Additionally, the 2023 General Plan Update states that the City will utilize affirmative marketing strategies and plans to target nearby neighborhoods, a disadvantaged community of low-income community to protect residents from displacement.
Through Vista’s Housing and Homeless Services department, the City has a public database that tracks affordable housing properties at risk of losing affordability restrictions as well as resources for housing assistance and upcoming affordable housing developments. 05/26/2026
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DORSEY WYN. SANTA FE AVE
W. BOBIER DRIVE CONCEPTUAL IMPROVEMENTS
W. BOBIER DR
TRAFFIC
MATCHLINE - 9+50
SEE BELOW LEFT
MATCHLINE - 9+50
SEE ABOVE RIGHT
W. BOBIER DR
KNAPP DR
MATCHLINE - 17+00
SEE ABOVE RIGHT
MATCHLINE - 17+00
SEE BELOW LEFT
W. BOBIER DR
BOBOLINK DR
BOBIER ELEMENTARY
SCHOOL DWY
SHOPPING
CTR DWY
149 W. BOBIER
BARBER SHOP
155 W. BOBIER
OFFICES
SIERRA VISTA
MOBILE HOME DWY
SIERRA VISTA
MOBILE HOME DWY
SIERRA VISTA
MOBILE HOME DWY RESIDENTIAL DWY RESIDENTIAL DWY
RESIDENTIAL
DWY
CHURCH DWY
CHURCH DWY
CHURCH DWY
BOBIER ELEMENTARY
SCHOOL DWY
RESIDENTIAL DWYRESIDENTIAL DWY
Attachment A. Concept
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ATTACHMENT B
MAP and PHOTOS OF EXISTING
CONDITIONS
05/26/2026
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E-1
W. Bobier Drive Complete Streets Project
Photos of Existing Conditions Key Map
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W. Bobier Dr
N.SantaFe A
ve
Bobier
Elementary
School
Vista High School
Guajome Park
Academy
Sierra Vista
Senior
MobilePark
Luz
Duran
Park
Estates Residential
Antique Gas & Steam
Engine Museum
Taylor St
GoodwinDr
Rancho
Guajome
Adobe
W. Indian Rock Rd
Cananea St
DorseyWy
Vista Sports
Park
M
arabouLn
E. Bobier Dr
Skye
Apartments
Melrose
Heights
Townhomes
Church of
Jesus
Christ of
Latter-Day
Saints
W. K
napp Dr
Kingdom
Hall of
Jehovah's
Witnesses
Hidden Hills
Apartments
Villa Del Norte
Apartments
Pond Place
Apartments
Walgreens
Pharmacy
La
Favorita
Market
Western
Dental
7-Eleven
Stater
Brothers
Market
CVS Pharmacy
Persea Apartments
North
Santa Fe
Village
Shopping
Center
Family
Dollar
Shopping
Center
Vista Terraces
Mobile Home
Park
Boboli
nkDr
N.MelroseDr
W. Bobier Drive Complete Streets Project
1,100 0 1,100550 Feet
Melrose Dr Sprinter Station
Gap Closure, New Route Location, Barrier, and / or New Improvement map LEGEND
Project Location
City Boundary
School
Park
Mixed Use
Multi-Family Residential
Single-Family Residential
Stop-Controlled
Intersection
Transit Stop
Signalized Intersection
EXISTING BIKE FACILITY
Class I
EXISTING PEDESTRIAN FACILITY
Class II
Sidewalks
Commercial
NORTH COUNTY TRANSIT DISTRICT
Route 318
Route 303
Route 334
Sprinter Route
Rail Station
W. Bobier Dr
Marabou Ln
Bobolink Dr
Dorsey Wy
Ave
N. Santa Fe
W. Indian Rock Rd Cananea St
Churches
Vista
High
School
Senior
Mobile
Park
Office
Retail
Retail
Stater
Brothers
Shopping
Center
Santa Fe
Crossroads
Shopping
Center
Guajome
Park
Academy
Rancho
Guajome
Adobe
Vista
Sports
Park
Museums
Maryland
Elementary School
California
Avenue
School
Vista
Academy
of Visual &
Performing
Arts
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138
NORTH COUNTY TRANSIT DISTRICT Rider’s Guide
Destinations/Destinos
• Vista High School
• North County Coastal Career Center
• Alber
tsons
• Alta Vista High School
• VA Clinic
M-F • SA
L-V • SÁ
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0 0.75 1.5 2.25 30.375
Miles
302, 303, 305, 306,
332, 334, SPRINTER
Vista Transit Center
101, 302, 303, 313,
FLEX 392, FLEX 395,
SPRINTER, COASTER,
Amtrak, Metrolink, Greyound
Oceanside Transit Center
!
North County
Health
311
311
303
101
332
College
Thunder
Emerald
334
306
315
313
313
303
303
309
315
325
302
323
623
302
309
623
315
325
623
323
623
309
623
309
623
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Melrose
Bobier
AnzaArcadia
E Vista Way
Oak
Vale Terrace
Townsite
N Santa Fe
Civic CenterEucalyptus
W Vista Way
Olive
College
Oceanside Blvd
Oceanside Blvd
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311
309
Rancho Del Oro
Ocean Ranch
Avenida De La Plata
Saturday
309
El Camino Real
Mission
Rancho Del Oro
Vista Way
Vista Way
Coast Hwy
Mesa
Santa Fe
Monroe
!
Coast Hwy
SPRINTER
Station
!
Rite
Aid
!Frazier
Farms
!
The Shoppes
at Carlsbad
Crouch St
SPRINTER
Station
!
El Camino
Real SPRINTER
Station
College Blvd
SPRINTER
Station
Melrose Drive
SPRINTER Station
MiraCosta
College
!
North County
Career Center
!
Northgate
Market
!
The
Wave
Rancho Del Oro
SPRINTER Station
!
CARLSBAD
Saturday
!
TrueCare
Oceanside
El Camino Real
VISTA
OCEANSIDE
Route 318/Ruta 318
BREEZE System/Sistema BREEZE
Select Trips/Viajes Selectos
COASTER/SPRINTER
Street/Calle
Time Point/Punto de Tiempo
Stops/Paradas
Landmark/Punto de Referencia
Transfer/Transbordo
Legend/Leyenda
PACIFIC
OCEAN
318 Oceanside to Vista via Oceanside Blvd. & Bobier Dr.
Oceanside a Vista vía Oceanside Blvd. y Bobier Dr.
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82 NORTH COUNTY TRANSIT DISTRICT Rider’s Guide
Destinations/Destinos
•
T
rueCare La Mision
•
MiraCosta College Lear
ning Center
•
T
own Center North (Walmart)
•
V
ista High School
• Antique Gas & Steam Engine Museum
(AGSEM)
•
Jefferson Middle School
•
Oceanside High School
•
V
ista Community Clinic
M-F • SA • SU
L-V • SÁ • DO
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PACIFIC
OCEAN
311
309 309
315
0 1 2 3 40.5
Miles
!
El Camino
Station
315
325
302, 305, 306, 318,
332, 334, 632, 634,
SPRINTER
Vista Transit Center
318
309
315
332
632
334
334
302
311
313
313
318
311
313
311
318
302
315
325
318
306
311
309
315
325
College
!
Walmart
! MiraCosta
Learning
Center
!
!
Brother
Benno’s
!
US Post
Of/f_ice
!
Albertsons
Mission San
Luis Rey
!
!Target
!
MiraCosta
College
!
Vista
HS
!
Courthouse
!
The
Wave
392
395 !
Rancho Del
Oro Station
!
College Blvd
Station
!
Coast Hwy
Station
!Crouch St
Station
!
Melrose
Station
!
Civic Center -
Vista Station
!
309, 311,
313, 315
San Luis Rey
Transit Center
101, 302, 313, 318,
FLEX 392, FLEX 395,
SPRINTER, COASTER,
Amtrak, Metrolink,
Greyhound
Oceanside Transit Center
!
Social Security
Of/f_ice
!
Tri-City
Hospital!
CARLSBAD
VISTA
CAMP
PENDLETON
OCEANSIDE
302
315
!
Carlsbad Village
Station
Carlsbad Village
Station
Plaza Camino
Real Transit
Center
Plaza Camino
Real Transit
Center
TrueCare
La Mision
323
623
323
623
!
Guajome Park
Academy/AGSEM
623
309
623
325
623
302
309
623
305
634
Mission
El CaminoPala
Douglas
N. River Mesa
Mesa
Fireside
Ocean Ranch
Canyon
College
Old Grove
Oceanside Blvd
Vista Way
Vista Way
Bobier
Emerald
LakeThunder
N. Santa Fe
Arcadia
Mission
Melrose
Coast Hwy
Olive
Oceanside Blvd
Route 303/Ruta 303
BREEZE System/Sistema BREEZE
Select Trips/Viajes Selectos
COASTER/SPRINTER
Street/Calle
Time Point/Punto de Tiempo
Stops/Paradas
Landmark/Punto de Referencia
Transfer/Transbordo
Legend/Leyenda
303 Oceanside to Vista via Town Center North
Oceanside a Vista vía Town Center North
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E-2
1 – W. Bobier Drive West of Marabou Lane (Looking Eastbound)
Western project limit at Marabou Lane. Lack of buffer between parking and bicycle lane. Project will include two-to-one lane merge for eastbound W. Bobier Drive.
2A – W. Bobier Drive West of W. Knapp Drive (Looking Eastbound)
Existing school zone and radar speed feedback sign on the right. W. Knapp Drive on the left. Lacks buffer between bicycle lane and parking. Project will include roundabout with splitter islands at W. Knapp Drive, curb extensions, ADA-compliant curb ramps, rectangular rapid flashing beacons, and high visibility pedestrian signing and striping. Project will also include shared vehicle-bicycle “sharrow” lanes and bike escape ramps at the roundabout. 05/26/2026
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E-3
2B – W. Bobier Drive East of W. Knapp Drive (Looking Westbound)
W. Knapp Drive on the right. Lacks buffer between bicycle lane and parking. Project will include roundabout with splitter islands at W. Knapp Drive, curb extensions, ADA-compliant curb ramps, rectangular rapid flashing beacons, and high visibility pedestrian signing and striping. Project will also include shared vehicle-bicycle “sharrow” lanes and bike escape ramps at the roundabout.
3A – W. Bobier Drive West of Dorsey Way (Looking Eastbound)
Dorsey Way on the right an d Sierra Vista Senior Mobile Home Park on the left. Lacks buffer between bicycle lane and parking. Project will include roundabout with splitter islands at Dorsey Way, curb extensions and ADA-compliant curb ramps. Rectangular rapid flashing beacons and high visibility pedestrian crossing will be located west of the roundabout and Sierra Vista Senior Mobile Home Park driveway. Project will also include shared vehicle-bicycle “sharrow” lanes and bike escape ramps at the roundabout.
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E-4
3B – W. Bobier Drive East of Dorsey Way (Looking Westbound)
Dorsey Way on the left and Sierra Vista Senior Mobile Home Park on the right. Lacks buffer between bicycle lane and parking. Project will include roundabout with splitter islands at Dorsey Way, curb extensions and ADA-compliant curb ramps. Rectangular rapid flashing beacons and high visibility pedestrian crossing will be located west of the roundabout and Sierra Vista Senior Mobile Home Park driveway. Project will also include shared vehicle-bicycle “sharrow” lanes and bike escape ramps at the roundabout.
4A – W. Bobier Drive West of Western Sierra Vista Senior Mobile Home Park Driveway (Looking Eastbound)
Sierra Vista Senior Mobile Home Park on the left and Bobier Elementary School on the right. Lack of raised median, buffer between parking and bike lane, and green vehicle-bicycle conflict striping at the school driveways.
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E-5
4B - W. Bobier Drive East of Western Sierra Vista Senior Mobile Home Park Driveway (Looking Westbound)
Sierra Vista Senior Mobile Home Park on the right and Bobier Elementary School on the left. Lack of raised median, buffer between parking and bike lane, and green vehicle-bicycle conflict striping at the school driveways.
5A – W. Bobier Drive West of Barber Shop Driveway (Looking Eastbound)
Bobier Elementary School on the right and Barber Shop on the left. Project will install traffic signal at future Bobier Elementary School driveway to be separately constructed by Vista Unified School District. Intersection will include raised medians, curb extensions, ADA-compliant curb ramps, and high visibility pedestrian crossings. Project will also incl ude buffer between bicycle lanes and parking and green vehicle -bicycle conflict striping at the signalized intersection eastbound approach.
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E-6
5B – W. Bobier Drive East of Barber Shop Driveway (Looking Westbound)
Bobier Elementary School on the left and Barber Shop on the right. Project will install traffic signal at future Bobier Elementary School driveway to be separately constructed by Vista Unified School District. Intersection will include raised medians, curb extensions, ADA-compliant curb ramps, and high visibility pedestrian crossings. Project will also incl ude buffer between bicycle lanes and parking and green vehicle -bicycle conflict striping at the signalized intersection eastbound approach.
6 – W. Bobier Drive East of N. Santa Fe Avenue (Looking Westbound)
Signalized intersection at W. Bobier Drive/N. Santa Fe Avenue. Pedestrian crosswalks on all four legs. Shopping centers on the left and the right . Lack of buffer between parking and bike lanes and vehicle-bicycle conflict striping at the shopping center driveways. Project will include two-to- one lane merge for westbound W. Bobier Drive.
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ATTACHMENT C
TIMS ATP TOOL
05/26/2026
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06/07/2024 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 1/6
ATP Maps & Summary Data
The tool is designed to support the California Active Transportation Program (ATP), as well as active transportation users and practitioners throughout California. The tool utilizes interactive crash maps to allow users to track and document pedestrian and bicycle crashes and generate data summaries within specified project and/or community limits.
Step 1: Select a County/City, Bike/Ped, Severity, and Years County: San Diego
City: Vista
Include 1 mile buffer outside of selected County/City: No Include State Highway Related Crashes: Yes
Involved With: Pedestrian and Bicycle
Crash Severity: Fatal, Severe Injury, Other Visible Injury, and Complaint of Pain Year: 2014 - 2023
Crash Summary for initial parameters defined above:
Number of Crashes by Crash Severity
Involved With Fatal Severe Injury Visible Injury Complaint of Pain Total Bicycle 1 23 59 58 141
Pedestrian 37 43 118 101 299
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06/07/2024 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 2/6
County/City Heat Map:
Step 2: Identify your project area to develop a more localized Community Heat Map
Select the size of your proposed project limits: Less than 3 miles across.
The heat map
intensity scale is
constant
throughout the
state.
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06/07/2024 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 3/6
Community Heat Map:
Step 3: Draw the project boundaries to get detailed crash data summaries and map
The heat map intensity scale is
custom generated for the
selected community.
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06/07/2024 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 4/6
Project Area Crash Map: 5 total crashes.
Step 4: Review the project-specific crash map
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06/07/2024 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 5/6
Step 5: Review the crash summary data, graphs and tables provided.
Summary Results
Involved With Fatal Severe Injury Visible Injury Complaint of Pain Total Bicycle 0 2 1 0 3
Pedestrian 1 0 1 0 2
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Crash List
CASE ID Date Time Primary Rd Secondary Rd Dist & Dir
from Int.
Bike Ped Killed Injured
6732413 09/14/2014 17:40 Bobier Dr North Santa Fe Av 266 ft West Yes No 0 1 6789456 01/08/2015 14:40 North Santa Fe Av East Bobier Dr At Int No Yes 0 1 7199521 10/23/2015 19:58 W Bobier Dr Dorsey St 181 ft East No Yes 1 0 8612701 04/19/2018 07:33 North Santa Fe Av East Bobier Dr At Int Yes No 0 1 9462091 04/09/2022 19:57 East Bobier Dr North Santa Fe Av At Int Yes No 0 1 06/07/2024 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 6/6
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Crash Party Data TIMS - Transportation Injury Mapping System
CASE ID
PARTY
NUMBER PARTY TYPE PARTY SEX
PARTY
AGE
DIRECTION
OF TRAVEL
PARTY
NUMBER
KILLED
PARTY
NUMBER
INJURED STATEWIDE VEHICLE TYPE RACE
ACCIDENT
YEAR
6732413 1 Bicyclist M 21 N 0 1 Bicycle Hispanic 2014
6789456 1 Driver (including Hit and Run) F 69 N 0 0 Passenger Car/Station Wagon Asian 2015 6789456 2 Pedestrian F 70 N 0 1 Pedestrian Hispanic 2015 7199521 1 Pedestrian F 33 S 1 0 Pedestrian Hispanic 2015 7199521 2 Driver (including Hit and Run) M 53 E 0 0 Pickup or Panel Truc k White 2015
8612701 1 Bicyclist M 14 E 0 1 Bicycle Black 2018
8612701 2 Driver (including Hit and Run) F 34 W 0 0 Passenger Car/Station Wagon White 2018 9462091 1 Bicyclist M 16 S 0 1 Bicycle Hispanic 2022
9462091 2 Driver (including Hit and Run) F 32 E 0 0 Passenger Car/Station Wagon Asian 2022 https://tims.berkley.edu
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ATTACHMENT D.
DISADVANTAGED COMMUNITY
SUPPORT DOCUMENTATION
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LEGEND
San Luis Rey Mission Expy
Mission Ave
Osborne St
M
elroseDr
W. Los Angeles D r
W. Bobier Dr
M e saDr
N. Santa Fe Ave
N.SantaFeAve
Hutchison St
E. Bobier Dr
To w nsite Dr
Olive Ave
Taylor St
Ma
rabouLn
EVistaWay
NOT TO SCALE
W. Bobier Drive Complete Streets Project
2020
Census
Tract #
Median
Household
Income
(MHI)
CalEnviroScreen
(CES)
Free or
Reduced-
Price School
Meals
(FRPM)
Healthy
Places
Index (HPI)
Climate &
Economic
Justice
Screening
Tool (CEJST)
USDOT
Equitable
Transportation
Community
(ETC) Explorer
192.03
X
192.05
X
X
192.06
X
193.01
X
X
193.03
X
194.04
X
X
195.01
X X X
195.02 X
X X X
193.03
192.03
192.05
192.06
195.02 195.01
194.04
193.01
LEGEND
ñ Bobier Elementary School
Project Location
Disadvantaged Communities
ñ
Bobier Elementary School Boundary
XXX.XX 2020 Census Tract Number
DISADVANTAGED COMMUNITY CRITERIA
Disadvantaged Communities Map
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LEGEND
San Luis Rey Mission Expy
Mission Ave
Osborne St
M
elroseDr
W. Los Angele s D r
W. Bobier Dr
M e saDr
N. Santa Fe Ave
N.SantaFeAve
Hutchison St
E. Bobier Dr
E.VistaW
ay
To w nsite Dr
Olive Ave
Taylor St
Ma
rabouLn
NOT TO SCALE
W. Bobier Drive Complete Streets Project
193.03
192.03
192.05
192.06
195.02 195.01
194.04
193.01
LEGEND
ñ Bobier Elementary School
Project Location
2020 Census Tracts
ñ
Bobier Elementary School Boundary
XXX.XX 2020 Census Tract Number
2020 Census Tracts
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NOT TO SCALE
W. Bobier Drive Complete Streets Project
Median Household Income (MHI)
LEGEND
ñ Bobier Elementary School
Project Location
2020 Census Tracts
XXX.XX 2020 Census Tracts Number
ñ
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data.census.gov | Measuring America's People, Places, and Economy Table: ACSDT5Y2022.B19013
Census Tract 192.03; San
D
iego County; California
Census Tract 1 92.05; San
D
iego County; California
Census Tract 1 92.06; San
D
iego County; California
Label Estimate Margin of
Error Estimate Margin of
Error Estimate Margin of
Error
Median household
income in the past 12
months (in 2022
inflation-adjusted
dollars) 141,146 ±22,451 82,375 ±27,381 87,891 ±18,200
Census Tract 193.01; San
D
iego County; California
Census Tract 1
93.03; San
D
iego County; California
Census Tract 1
94.04; San
D
iego County; California
Label Estimate Margin of
Error Estimate Margin of
Error Estimate Margin of
Error
Median household
income in the past 12
months (in 2022
inflation-adjusted
dollars) 110,880 ±41,027 105,742 ±24,946 76,944 ±33,057
Census Tract 195.01; San Diego County;
Ca
lifornia
Census Tract 1
95.02; San Diego County;
Ca
lifornia
Label Estimate Margin of Error Estimate Margin of Error Median household income in
the past 12 months (in 2022
inflation-adjusted dollars) 76,767 ±14,683 59,844 ±9,136
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NOT TO SCALE
W. Bobier Drive Complete Streets Project
193.03
192.03
192.05
192.06
195.02 195.01
194.04
193.01
31%
19%
42%
34%
48%41%
43%
11%
LEGEND
ñ Bobier Elementary School
Project Location
2020 Census Tracts
XXX.XX 2020 Census Tracts Number
XX % CES Score
ñ
CalEnviroScreen (CES)
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NOT TO SCALE
W. Bobier Drive Complete Streets Project
193.03
192.03
192.05
192.06
195.02 195.01
194.04
193.01
LEGEND
ñ Bobier Elementary School
Project Location
2020 Census Tracts
XXX.XX 2020 Census Tracts Number
ñ
Healthy Places Index (HPI)
HPI Score(3.0): 17.8 HPI Score(3.0): 17.8
HPI Score(3.0): 9.0
HPI Score(3.0): 50 HPI Score(3.0): 33.3
HPI Score(3.0): 29.1
HPI Score(3.0): 61.5
HPI Score(3.0): 50.4
HPI Score(3.0): 75.6
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San Luis Rey Mission Expy
Mission Ave
M
elroseDr N.SantaFeAve
Ma
rabouLn
W. Bobier Dr
M esaDr
W. Los Angele s D r
To w nsite Dr
E. Bobier Dr
Taylor St
Osborne St
Hutchison St
N. Santa Fe Ave
Olive Ave
E.VistaW
ay
NOT TO SCALE
W. Bobier Drive Complete Streets Project
193.03
192.03
192.05
192.06
195.02 195.01
194.04
193.01
LEGEND
ñ Bobier Elementary School
Project Location
2020 Census Tracts
XXX.XX 2020 Census Tract Number
Climate & Economic Justice Screening Tool (CEJST)
ñ
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NOT TO SCALE
193.03
192.03
192.05
192.06
195.02 195.01
194.04
193.01
LEGEND
ñ Bobier Elementary School
Project Location
2020 Census Tracts
XXX.XX 2020 Census Tracts Number
ñ
USDOT Equitable Transportation Community (ETC) Explorer W. Bobier Drive Complete Streets Project
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About This School
Bobier Broncos have heart!
Vision Statement
Our school’s vision is to provide student -centered experiences that inspire all students socially and challenge them academically to perform at their highest potential.
Mission Statement
The Bobier Elementary School community inspires learners to be mindful citizens who actively collaborate in the creation of interdisciplinary projects. Our reflective students are empowered to take action and solve real world problems, fostering both community and global involvement.
Principal’s Message
Bobier Elementary School is proud to announce that we are now a Community School. Our goal is to provide a whole community, whole child experience by creating continuous cycles of improvement leading to increased academic achievement. As a Community School in VUSD, we strive to equitably support all students and families by fully uniting the school and community via the 4 community pillars:
• Integrated student supports
• Family and community engagement
• Collaborative leadership, and
• High-quality teaching along with extended learning and opportunity
Our focus at Bobier is to promote academic achievement in a safe, student -centered learning environment. We encourage critical thinking and problem-solving and foster intellectual and social- emotional development by focusing on global competencies. We foster the development of skills in character, collaboration, creativity, communication, and critical thinking. We strive to facilitate open communication and collaboration with all stakeholders and provide effective planning and instruction that prepares students with skills needed in the 21 st century. We are continuing our path with our 1:1 Computing Initiative with iPads for every student in Transitional Kindergarten and Chromebooks for every student in grades Kindergarten - 5th. Our teachers have been trained to facilitate individualized, blended learning using various digital programs, which students can also access at home.
We have a strong focus on Social -Emotional Learning and staff have participated in professional development training in Restorative Practices and Capturing Kid’s Hearts. We have also participated in training through Welcoming Schools to ensure that Bobier is a safe and inclusive environment for all. In addition, COVID has made it even more necessary to help students deal with stress and manage emotions. For the past few years, we have successfully implemented Kimochis, a proven system to help students grow and transform by skillfully handling their feelings.
Parent participation and community involvement are critical components of student success in school. Please check us out on Twitter and Facebook! Like our pages for the most current updates on Twitter @BobierBroncos and Facebook at Bobier Elementary, or visit our website at www.bo.vistausd.org. I am incredibly honored to be at Bobier and cannot wait to see what the future will bring us together as we continue our pursuit of excellence and innovation.
220 W. Bobier DR
Vista, CA 92083-1903
(760) 724-8501
FAX (760) 940-8695
CDS Code: 37684526040596
Grades TK-5
Bobier Elementary School
School Accountability Report Card
Reported Using Data from the 2021-22 School Year
Published During 2022-23
Melanie Paliotti, Principal
[email protected]
Vista Unified
School District
1234 Arcadia Avenue
Vista, California 92084
(760) 726-2170
www.vistausd.org
Board of Trustees
Martha Alvarado
Julie Kelly
Rena Marrocco
Rosemary Smithfield
Cipriano Vargas
Administration
Dr. Matthew Doyle
Superintendent
[email protected]
Rachel DÁmbroso
Assistant Superintendent
Human Relations
Nicole Allard
Executive Director
Educational Excellence &
Innovation, Secondary
Lori Higley
Executive Director
Educational Excellence &
Innovation, Elementary
Ami Shackelford
Assistant Superintendent
Business Services
Contents
About this School
Conditions of Learning
Specialized Services
Textbooks
School Facilities
Pupil Outcomes
Other Pupil Outcomes
Parental Involvement
School Climate
Pupil Engagement
Other Information
School Finances
Professional Development
About the SARC
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2 Focus for Improvement
At Bobier Elementary, we take our district ’s goals of Excellence and Innovation seriously.
Our educators have participated in the following:
• GLAD – Guided Language Acquisition and Design
• PBIS- Positive Behavioral Interventions and Supports
• Project Lead the Way, Mystery science
• 1:1 Training for Technology
• Personalized Learning
• Eureka Math
• Canvas, our Learning Management System
• Benchmark, our ELA / ELD adopted curriculum
• Balanced assessment
• NGSS units of study
• Thrively, Habits of Mind, Restorative Justice character education
• Kimochis
• Lexia, MyON, and AR
• ZEARN and Reflex
• Designated and Integrated ELD support
Our staff is wholeheartedly committed to Vista Unified ’s values of Respect, Trust, Collaboration, Equity, and Kindness. Our high professional communication and collaboration standards are grounded in a student -centered focus. We make decisions that support student academic progress, social and emotional well - being, and safety. Personnel and programs that contribute to a safe and positive school climate include:
• Learning Center that also provides social -emotional and Intervention support
• Dedicated Sensory Room and Calming Corners in
classrooms
• Parent Involvement in PTA, ELAC, School Site Council, Community School Advisory Council, and other school and family events
• Restorative Practices
• Principal, Assistant Principal, School Psychologist,
Counselor, and all school staff work collaboratively to meet student social-emotional needs
Student Enrollment by Grade Level (2021-22)
(The 2021-22 Teacher information is anticipated to be
available at the end of February 2023)
Student Enrollment by Subgroup (2021-22)
Conditions of Learning
State Priority: Basic
The SARC provides the following information relevant to the State priority: Basic (Priority, 1):
• Degree to which teachers are appropriately assigned and fully credentialed in the subject area and for the pupils they are teaching;
• Pupils have access to standards-aligned instructional materials; and
• School facilities are maintained in good repair
Teachers Without Credentials and Misassignments
Teachers Without Credentials Assigned Out-of-Field
Class Assignments
Student Group Percent of Total Enrollment
Female 48.4%
Male 51.6%
Non-Binary 0.0%
American Indian or Alaska Native 0.2%
Asian 0.4%
Black or African American 0.4%
Filipino 0.6%
Hispanic or Latino 95.5%
Native Hawaiian or Pacific Islander 0.2%
Two or More Races 0.7%
White 2.0%
English Learners 54.0%
Foster Youth 0.5%
Homeless 6.0%
Migrant 5.0%
Socioeconomically Disadvantaged 93.3%
Students with Disabilities 14.2%
Indicator Percent
2020-21
Percent
2021-22
Misassignments for English Learners (a
percentage of all the classes with English
learners taught by teachers that are
misassigned)
0.0%
No credential, permit or authorization to
teach (a percentage of all the classes taught
by teachers with no record of an
authorization to teach)
0.0%
Authorization/Assignment Number
2020-21
Number
2021-22
Credentialed Teachers Authorized on
Permit or Waiver 0.0
Local Assignment Options 0.0
Total Out-of-Field Teachers 0.0
Authorization/Assignment Number
2020-21
Number
2021-22
Permits and Waivers 0.0
Misassignments 0.0
Vacant Positions 0.0
Total Teachers Without Credentials and
Misassignments 0.0
SCHOOL ACCOUNTABILITY REPORT CARD
Grade Level Enrollment
Kindergarten 83
Grade 1 75
Grade 2 91
Grade 3 101
Grade 4 91
Grade 5 96
Total Enrollment 537
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Get to Know Bobier
727 students
68% Spanish-speaking
families
EXISTING CONDITIONS
Bobier Elementary School is located on W. Bobier Drive, on the northwest side of Vista, in a residential area. Some commercial strip malls exist to the east of the school on N. Santa Fe Avenue. Posted speeds on the adjacent street are generally 40 mph except when children are present, when posted speeds are 25 mph. A map of pedestrian related infrastructure adjacent to the school is shown in Figure 3.1. The main safety issues that the project team identified were:
Left turn/right turn/pedestrian conflict at the school driveway and W.
Bobier Drive
Vehicles entering and exiting the school block the sidewalk Sidewalks are narrow for the number of walkers
Queued traffic blocks driveways of residences on Dorsey Way
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Figure 3.2 - Bobier Elementary School Safety and Circulation Challenge Areas
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Figure 3.3 - Photos of Bobier Elementary School Challenge Areas
Challenge Area 1 - Pedestrian-Vehicle and
Vehicle-Vehicle conflicts
Challenge Area 2 - Narrow sidewalks
Right turns and left turns into the school parking lot
block the sidewalk.
Sidewalks are narrow for the number of pedestrians
walking side by side.
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Challenge Area 3 - Vehicles double parked
Challenge Area 4 - Children run through
the parking lot amidst vehicle traffic
Children run unsuprervised through the parking lot of
adjacent shopping center and may not be seen by
drivers.
Vehicles double park on West Bobier Drive during
school dismissal blocking the bike lane.
Challenge Area 5 - Queuing traffic blocks
driveways on Dorsey Way
Challenge Area 6 – Pedestrians enter W.
Bobier Drive amidst vehicular traffic to pick
up and drop off from double parked vehicles
Queuing vehicles on Dorsey Way block driveways
inhibiting resident access.
Pedestrians enter W. Bobier Drive midblock through
parked vehicles to load into double parked vehicles.
Vehicles double park on West Bobier Drive during
school dismissal blocking the bike lane.
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WALK AUDITS
The walk audit for Bobier Elementary School was held on Wednesday October 14, 2015 from 8:30-9:30am. There were 25 members of the school community in attendance and the event was conducted mostly in Spanish.
Group discussion
Participants wrote and drew on handouts with aerial maps of the school area to document their concerns (sample
handouts can be found in Appendix A). Next, their major concerns were shared in a group discussion. Finally, the majority of the participants walked with the facilitators to see areas of concern. The walk began in front of the school on W. Bobier Drive, headed east on W. Bobier Drive, south on Dorsey Way, and east to the intersection of W. Bobier Drive and N. Santa Fe Avenue. A map summarizing the
comments received from participants is shown in Figure 3.4.
Walking with community members
Bobier Walk Audit
Participation
25 adults
Walk route of about ½
mile
Vehicle-Pedestrian and
Vehicle-Vehicle conflict at
the school entrance and
lack of mid-block crossing
emerged as the top
concerns
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Figure 3.4 –Bobier Elementary School Walk Audit Comments
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Distance between
school and home Number Percent
Less than 1/4 mile 50 28%
1/4 mile to 1/2 mile 44 25%
1/2 mile to 1 mile 28 16%
1 mile to 2 miles 39 22%
More than 2 miles 16 9%
ESTIMATED DISTANCE BETWEEN SCHOOL AND HOME
Time Number of
Responses Walk Bike School Bus Family
Vehicle Carpool Transit Other
Arrival 225 38% 0% 1% 46% 6% 0% 0%
Departure 225 39% 0% 0.4% 48% 4% 1% 0%
TYPICAL MODE OF ARRIVAL AND DEPARTURE FROM SCHOOL
No Response Morning: 20
No Response Afternoon: 18
No Response Morning: 20
No Response Afternoon: 18
No Response or Don’t Know: 49
Note: Percentages may be higher than 100%
due to rounding
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ISSUES AFFECTING DECISIONS TO NOT ALLOW CHILDREN TO BIKE OR WALK
TO/FROM SCHOOL WHO DO NOT WALK TO SCHOOL
AMONG CHILDREN WHO DO NOT WALK TO SCHOOL
ISSUES AFFECTING DECISIONS TO NOT ALLOW CHILDREN TO BIKE OR WALK
TO/FROM SCHOOL WHO ALREADY WALK TO SCHOOL
AMONG CHILDREN WHO ALREADY WALK TO SCHOOL
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Issue
Child does not
walk/bike to
school
Child walks/bikes
to school
Safety of Intersections and Crossings 27% 44%
Adults to Bike/Walk with 24% 32%
Crossing Guards 22% 28%
Speed of Traffic Along the Route 21% 40%
Distance 21% 28%
Weather or climate 19% 36%
Amount of Traffic Along the Route 19% 40%
Sidewalks or Pathways 16% 44%
Violence or Crime 16% 24%
Time 14% 24%
Convenience of Driving 14% 20%
Children's Participation in Afterschool Programs 11% 32% N umber of Responses 200 25Note:
1. Issues are listed from most to least influential for the “Child does not walk/bike to school” group.
2. Column’s percentages may be higher than 100% because respondents could select multiple issues
3. The calculation to determine the percentage foe each issue based on the “number of respondents per category” within the respective columns.
ISSUES AFFECTING DECISIONS TO NOT ALLOW CHILDREN TO BIKE OR WALK TO/FROM SCHOOL
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Tally at Bobier
Enrollment: 727 students
Month and Year Collected:
October 2015
Classroom Tallies
Analyzed: 09
Time Number of Trips Walk Bike School Bus Family
Vehicle Carpool Transit Other
Arrival 559 33% 0.2% 0% 54% 11% 0% 1%
Departure 555 34% 0.2% 0% 51% 13% 0% 2%
STUDENT TRAVEL TALLY
This report contains data from Bobier Elementary School about students’ trips to and from school. The information displayed in this report was collected using the in-class Student Travel Tally questionnaire from the National Center for Safe Routes to School. A copy of the tally form has been included in Appendix C.
MODE OF ARRIVAL AND DEPARTURE FROM SCHOOL
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ATTACHMENT E.
PUBLIC PARTICIPATION AND
PLANNING DOCUMENTS
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Table of Contents
W. Bobier Drive
Focused Traffic
Analysis Report
December 2023
Vista, California
Prepared for: City of Vista
Submitted By: STC Traffic Inc.
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Community Engagement Report i
W. Bobier Drive Corridor Study
TABLE OF CONTENTS
1 COMMUNITY ENGAGEMENT OVERVIEW ................................ ............................ 2 2 COMMUNITY WORKSHOP OVERVIEW AND RESULTS................................ ....... 4
LIST OF FIGURES
Figure 1-1 – Community Workshop Flyers in English and Spanish ............................................................... 2 Figure 1-2 – Community Workshop Scenes .................................................................................................. 3 Figure 2-1 – Photos from the Community Workshop ................................................................................... 4 Figure 2-2- Concept Design Table Map Sample ............................................................................................ 5 Figure 2-3 - Consolidated Community Workshop Comments ...................................................................... 6
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Community Engagement Report 2
W. Bobier Drive Corridor Study
1 COMMUNITY ENGAGEMENT OVERVIEW
Community engagement efforts centered around a single interactive workshop held to solicit feedback from residents and local businesses and reach a consensus on proposed improvements along W. Bobier Drive. This workshop took place at Bobier Elementary School on January 18, 2024, and provided participants with an opportunity to review and provide input on the traffic study and design concepts for the proposed enhancements.
Various outreach materials were developed to ensure broad community engagement. Recognizing Vista's multi-generational and Spanish-speaking population, all outreach materials were made available in both English and Spanish. These materials included bilingual flyers and announcements published through appropriate City communication channels. An example of the bilingual flyers created for the workshops can be seen in Figure 1-1. The City also notified property owners and residents residing within a 500-foot radius of W. Bobier Drive.
The workshop agenda featured a presentation, a question-and-answer (Q&A) session, and breakout sessions where team members engaged participants at individual tables using large maps detailing the design concepts. This interactive setup encouraged active participation and facilitated open dialogue during the workshop activities. Figure 1-2 provides insight into how these engagement tools were utilized within a typical workshop setting.
Figure 1-1 – Community Workshop Flyers in English and Spanish 05/26/2026
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Community Engagement Report 3
W. Bobier Drive Corridor Study
Figure 1-2 – Community Workshop Scenes
Presentation
Q&A Session
Concept Design Table Maps
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Community Engagement Report 4
W. Bobier Drive Corridor Study
2 COMMUNITY WORKSHOP OVERVIEW AND RESULTS
Date: January 18, 2024, 6:00-8:00PM/ Announced January 2, 2024 Format: Presentation and Round Table Discussion
The workshop agenda comprised a presentation that provided context regarding the project background, encompassing a review of existing conditions, proposed conditions, traffic operations analysis, and explanation on the advantages of roundabouts. Council Member Corinna Contreras delivered opening remarks endorsin g the project. Subsequently, a question -and-answer session ensued following the presentation, affording participants the opportunity to seek clarification or offer feedback regarding the proposed enhancements. Both the presentation and Q&A session were conducted bilingually in English and Spanish. City officials and project team members then engaged in detailed discussions with participants at individual tables, where the proposed
improvements were thoroughly reviewed. This setup
allowed attendees to engage in dialogue with one
another and to address any concerns or inquiries with
city and consultant staff.
Workshop attendance was very successful with over 50
attendees of all ages. Attendees were primarily
residents along W. Bobier Drive and adjacent streets.
Representatives from Bobier Elementary School were
also present to discuss any concerns around the
campus. In addition to Councilmember Corinna
Contreras, City Manager John Conley, City Engineer
Greg Mayer, City Traffic Engineer Sam Hasenin, and
representatives from the Sherrif and Fire Departments
were in attendance and participated in the table
exercises, providing additional support for the project.
As is shown in Figure 2-1, residents were active and
speaking up at the event.
Figure 2-1 – Photos from the Community Workshop
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Community Engagement Report 5
W. Bobier Drive Corridor Study
Comments and Results
The workshop collected valuable input from local residents, who actively engaged by discussing and providing location-specific comments directly on the concept plan table maps, as illustrated in Figure 2-2.
Although a few members of the audience expressed reservations about the proposed improvements, the overwhelming majority of participants voiced support for the project and recognized the benefits it would bring to the corridor. During the Q&A session, se veral attendees reiterated their endorsement of the project and expressed satisfaction with the City's decision to implement traffic calming measures following years of observing high speeds and traffic incidents along the corridor. Figure 2-3 compiles all the comments received during the workshop, categorizing them according to the specific area along the corridor to which they pertain. These comments may reference individual locations or encompass stretches of the corridor. A summary of the major comments gathered during the workshop is outlined below:
• General consensus was provided the speed limit of the roadway should be reduced. • Implement turn restrictions for Bobolink Drive and the Church driveway, permitting only right turns for traffic exiting these locations.
• Increase police presence along W. Bobier Drive to at least once a week during the school year. • Install 'No Turn on Red' signage at traffic signals near Bobier Elementary School to prevent vehicles from turning while pedestrians are crossing.
• Include advance warning beacons well ahead of the school zone to alert drivers to reduce speed.
Figure 2-2- Concept Design Table Map Sample
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Traffic Analysis Report 6
W. Bobier Drive Corridor Study
Figure 2-3 - Consolidated Community Workshop Comments
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Vista Safe Routes to School Master Plan
Introduction
Prepared for the
City of Vista
in Collaboration with the
Vista Unified School District
April 2016
Prepared by
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Get to Know Bobier
727 students
68% Spanish-speaking
families
EXISTING CONDITIONS
Bobier Elementary School is located on W. Bobier Drive, on the northwest side of Vista, in a residential area. Some commercial strip malls exist to the east of the school on N. Santa Fe Avenue. Posted speeds on the adjacent street are generally 40 mph except when children are present, when posted speeds are 25 mph. A map of pedestrian related infrastructure adjacent to the school is shown in Figure 3.1. The main safety issues that the project team identified were:
Left turn/right turn/pedestrian conflict at the school driveway and W.
Bobier Drive
Vehicles entering and exiting the school block the sidewalk Sidewalks are narrow for the number of walkers
Queued traffic blocks driveways of residences on Dorsey Way
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Figure 3.2 - Bobier Elementary School Safety and Circulation Challenge Areas
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Figure 3.3 - Photos of Bobier Elementary School Challenge Areas
Challenge Area 1 - Pedestrian-Vehicle and
Vehicle-Vehicle conflicts
Challenge Area 2 - Narrow sidewalks
Right turns and left turns into the school parking lot
block the sidewalk.
Sidewalks are narrow for the number of pedestrians
walking side by side.
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Challenge Area 3 - Vehicles double parked
Challenge Area 4 - Children run through
the parking lot amidst vehicle traffic
Children run unsuprervised through the parking lot of
adjacent shopping center and may not be seen by
drivers.
Vehicles double park on West Bobier Drive during
school dismissal blocking the bike lane.
Challenge Area 5 - Queuing traffic blocks
driveways on Dorsey Way
Challenge Area 6 – Pedestrians enter W.
Bobier Drive amidst vehicular traffic to pick
up and drop off from double parked vehicles
Queuing vehicles on Dorsey Way block driveways
inhibiting resident access.
Pedestrians enter W. Bobier Drive midblock through
parked vehicles to load into double parked vehicles.
Vehicles double park on West Bobier Drive during
school dismissal blocking the bike lane.
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WALK AUDITS
The walk audit for Bobier Elementary School was held on Wednesday October 14, 2015 from 8:30-9:30am. There were 25 members of the school community in attendance and the event was conducted mostly in Spanish.
Group discussion
Participants wrote and drew on handouts with aerial maps of the school area to document their concerns (sample
handouts can be found in Appendix A). Next, their major concerns were shared in a group discussion. Finally, the majority of the participants walked with the facilitators to see areas of concern. The walk began in front of the school on W. Bobier Drive, headed east on W. Bobier Drive, south on Dorsey Way, and east to the intersection of W. Bobier Drive and N. Santa Fe Avenue. A map summarizing the
comments received from participants is shown in Figure 3.4.
Walking with community members
Bobier Walk Audit
Participation
25 adults
Walk route of about ½
mile
Vehicle-Pedestrian and
Vehicle-Vehicle conflict at
the school entrance and
lack of mid-block crossing
emerged as the top
concerns
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Figure 3.4 –Bobier Elementary School Walk Audit Comments
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Distance between
school and home Number Percent
Less than 1/4 mile 50 28%
1/4 mile to 1/2 mile 44 25%
1/2 mile to 1 mile 28 16%
1 mile to 2 miles 39 22%
More than 2 miles 16 9%
ESTIMATED DISTANCE BETWEEN SCHOOL AND HOME
Time Number of
Responses Walk Bike School Bus Family
Vehicle Carpool Transit Other
Arrival 225 38% 0% 1% 46% 6% 0% 0%
Departure 225 39% 0% 0.4% 48% 4% 1% 0%
TYPICAL MODE OF ARRIVAL AND DEPARTURE FROM SCHOOL
No Response Morning: 20
No Response Afternoon: 18
No Response Morning: 20
No Response Afternoon: 18
No Response or Don’t Know: 49
Note: Percentages may be higher than 100%
due to rounding
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ISSUES AFFECTING DECISIONS TO NOT ALLOW CHILDREN TO BIKE OR WALK
TO/FROM SCHOOL WHO DO NOT WALK TO SCHOOL
AMONG CHILDREN WHO DO NOT WALK TO SCHOOL
ISSUES AFFECTING DECISIONS TO NOT ALLOW CHILDREN TO BIKE OR WALK
TO/FROM SCHOOL WHO ALREADY WALK TO SCHOOL
AMONG CHILDREN WHO ALREADY WALK TO SCHOOL
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Issue
Child does not
walk/bike to
school
Child walks/bikes
to school
Safety of Intersections and Crossings 27% 44%
Adults to Bike/Walk with 24% 32%
Crossing Guards 22% 28%
Speed of Traffic Along the Route 21% 40%
Distance 21% 28%
Weather or climate 19% 36%
Amount of Traffic Along the Route 19% 40%
Sidewalks or Pathways 16% 44%
Violence or Crime 16% 24%
Time 14% 24%
Convenience of Driving 14% 20%
Children's Participation in Afterschool Programs 11% 32% N umber of Responses 200 25Note:
1. Issues are listed from most to least influential for the “Child does not walk/bike to school” group.
2. Column’s percentages may be higher than 100% because respondents could select multiple issues
3. The calculation to determine the percentage foe each issue based on the “number of respondents per category” within the respective columns.
ISSUES AFFECTING DECISIONS TO NOT ALLOW CHILDREN TO BIKE OR WALK TO/FROM SCHOOL
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Tally at Bobier
Enrollment: 727 students
Month and Year Collected:
October 2015
Classroom Tallies
Analyzed: 09
Time Number of Trips Walk Bike School Bus Family
Vehicle Carpool Transit Other
Arrival 559 33% 0.2% 0% 54% 11% 0% 1%
Departure 555 34% 0.2% 0% 51% 13% 0% 2%
STUDENT TRAVEL TALLY
This report contains data from Bobier Elementary School about students’ trips to and from school. The information displayed in this report was collected using the in-class Student Travel Tally questionnaire from the National Center for Safe Routes to School. A copy of the tally form has been included in Appendix C.
MODE OF ARRIVAL AND DEPARTURE FROM SCHOOL
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15 ATTACHMENT B
Draft Scope of Work
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W. Bobier Drive Complete Streets
CIP 8374
DRAFT SCOPE OF WORK
The Draft Scope of Work included in the Proposal includes the following tasks.
Task 1 – Project Initiation, Management and Coordination
A. Hold a project kick-off meeting with City staff any subconsultants and SANDAG to discuss the approach to the project, scope of work, schedule and address any questions or requests for information from the consultant or subconsultants. Meeting would be in person at City Hall.
B. Coordinate the day to day activities on the project and manage all subconsultants and coordinate their activities.
C. Hold additional formal meetings with City staff (excluding the project kick-off meeting) to develop the design of the project, resolve design issues, discuss staff comments on PS&E submittals, discuss progress and address any other issues. It is important that the design of the project is developed in coordination with the City to ensure that the City’s goals and objectives are met.
D. Produce and distribute meeting agendas and minutes.
E. Maintain open and regular communications with City staff and subconsultants.
F. Draft and prepare required grant invoices and submit to SANDAG. Make corrections to invoices based on SANDAG’s review.
G. Manage certified payroll reporting to DIR through their electronic certified payroll reporting system.
H. Manage certified payroll reporting to SANDAG through their electronic certified payroll reporting system (eCPR).
I. Submit payment information and subcontractor payment information into SANDAG’s web-based CIS system.
Deliverables:
Meeting agendas; meeting minutes; progress reports, and project documentation. Consultant shall expect two rounds of reviews for each submittal to the City and SANDAG.
Task 2 – Data Collection and Field Review
A. Obtain aerial photo image of the project site from the City for use in developing a preliminary layout of the proposed improvements.
B. Collect existing as-built plans for street improvements, sewer, water and storm drain systems for the project site.
C. Obtain utility maps from utility companies.
D. Conduct a field review to become familiar with the physical layout and features of the project site. Note any features that may need special attention or may present a challenge in the design development or final design of the project.
Deliverables:
Documentation of all data collected in the tasks above. Summary of project opportunities and constraints. Consultant shall expect two rounds of reviews for each submittal to the City.
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Task 3 –Design Surveying and Base Map Development
A. Obtain and review existing maps, Records of Survey (ROS), Corner Records (CR), etc. for existing right-of-way / property lines, easements, etc.
B. Establish vertical and horizontal control for the project based on City of Vista benchmarks and first order control map, ROS 14023.
C. Locate and identify existing boundary and other survey monumentation to establish right-of-way & property line, and to perpetuate monumentation within the limits of work. Show all existing monuments within the project limits on the topographic base map so all monuments can be labeled on the improvements plans to be protected or replaced.
D. Establish the centerline and right-of way for the project streets and depict on the base map. Tie the public right-of-way and topography to NAD ’83 Coordinate system.
E. Prepare topographic base map. Develop topography within the project limits of work.
F. Locate and identify all visible Vista Irrigation District (VID) water and franchise utility facilities (ex. valve cans, meter boxes, manholes, etc.). Provide top of pad or top of vault elevation and size for all pull-boxes, vaults and enclosures.
G. Locate and identify all traffic signal facilities and streetlights.
H. Locate and identify all sewer and storm drain facilities. Provide finish surface, top of rim or grate elevation.
I. Obtain USA mark-out, and locate and identify underground utility pipe and conduit locations based on utility mark-outs.
J. Locate and identify other significant surface features required for the project K. Prepare a digital AutoCAD topographic base map of all the elements and elevations obtained in the topographic survey, at 40 scale with 1-foot contours.
L. After the horizontal alignments of the new curbs have been established, profile the existing surface at the street centerline and the proposed curb lines, with elevations measured at maximum 50-foot intervals and at other locations where anomalies exist, to provide accurate finish grade elevations for vertical alignment design.
Deliverables:
A digital AutoCAD base map containing all the elements and elevations obtained in the tasks above, and existing surface profiles at centerline and at proposed curb lines.
Task 4 – Geotechnical Investigation and Report Preparation
A. Conduct six core tests of existing pavement on W. Bobier Drive where pavement will be removed.
B. Prior to any subsurface excavation a no fee right-of-way permit (and possibly an approved traffic control plan) from the City of Vista and a USA mark out will be required C. Prepare a report documenting geotechnical investigation and testing and all findings and recommendations, including R-value and structural section.
D. After the bid package is complete, review, approve, sign and stamp the final design plans and specifications.
Deliverables:
Geotechnical Investigation Report, and approved plans and specifications. Consultant shall expect two rounds of reviews for each submittal to the City.
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Task 5 – Water Quality Technical Report
A. Prepare Municipal Stormwater Permit documentation in accordance with the latest San Diego Regional Water Quality Control Board Order (No. R9- 2015-0100). Determine applicable design requirements based on project category using City-provided checklist and the City of Vista BMP Design Manual. Prepare checklist for determination of applicable project category. Submit report to the City for review and make changes as requested by the City.
B. If the project is determined to be a Standard or Priority Project, prepare a Stormwater Quality Management Plan (SWQMP) using the template provided by the City.
Deliverables:
Checklist for Project Determination and Water Quality Technical Report. Consultant shall expect two rounds of reviews for each submittal to the City.
Task 6 – Traffic Analysis
A. Review the traffic study prepared for the project by STC, Inc. dated January 2024.
B. Update the roundabout SIDRA analysis in the traffic study if needed. This may require new turning movement counts for the morning, school and evening peak traffic period.
Deliverables:
Traffic analysis memorandum. Consultant shall expect two rounds of reviews for each submittal to the City.
Task 7 – Preliminary and Final Design
A. Coordinate with any other ongoing and planned projects to ensure compatibility of the proposed improvements with those other projects.
B. Using the AutoCAD topographic base map, develop a preliminary horizontal layout of the improvements including showing lane configurations for review and acceptance by the City.
Make adjustments as requested by the City.
C. Identify and label existing features, including survey monuments, utilities, and spot elevations.
D. Based on supplemental survey elevations, develop, design and draft the horizontal and vertical geometrics and alignments of the project improvements in plan and profile layouts.
E. Analyze the drainage patterns after the plan and profile layouts are developed to ensure that the street will drain properly. Adjust the design to include drainage features to ensure proper drainage is maintained.
F. Call out all of the proposed improvements using detailed and distinct construction notes and refer to standard drawings or details shown elsewhere on the plans as appropriate G. Design typical cross sections to reflect the existing conditions and the proposed improvements H. Provide details of improvements such as curb tapers, stamped concrete median surface, signs, landscaping details and tree wells, and striping to clearly show the required construction, to enable a contractor to construct the improvements with minimal, if any, requests for information and change orders.
I. Draft Title Sheet and detail sheets containing general notes, special notes, special provisions, typical sections, construction details, etc., similar to other City of Vista projects, using City standard templates adjusted for this project.
J. Prepare striping and signing plans.
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K. Design a schematic erosion control plan with specific erosion control measures called out at specific locations where excavation is proposed, similar to other City of Vista projects, using City standard templates adjusted for this project.
L. Submit the plans to the City for review at 60%, 90% and 100% design levels. Depending on the level of completeness of the submitted plans, allow for a minimum of four iterations of comments by the City and corrections or revisions to the plans.
Deliverables:
Preliminary horizontal layout, design plans of the project improvements at the 60%, 90%, and 100% design levels, and bid-ready construction plans signed and sealed by the Engineer of Work. Updated traffic study. Consultant shall expect two rounds of reviews for each submittal to the City.
Task 8 –Utility Coordination
A. Submit preliminary horizontal layout on topographic base map to utility companies and request confirmation that utility facilities are depicted accurately.
B. Submit the preliminary design plans to all utility companies and request a conflict check.
C. Coordinate with utility companies who have utilities in conflict with the proposed improvements.
Obtain pothole information for utility conflicts (assume up to eight potholes), and adjust locations of facilities to avoid or minimize conflicts if possible. Request relocation of utility facilities where conflicts cannot be avoided. Obtain schedule of relocation design and construction from utility companies.
D. Submit final construction plans signed by the Engineer of Work and City Engineer and confirm that utility companies are designing their relocations.
E. Ensure that the utility companies who have utilities in conflict with the proposed improvements schedule the construction of the relocation of their utilities through their internal procedures.
F. Obtain signatures from VID on the plans if any water facilities are affected by the proposed improvements.
Deliverables:
Copies of correspondence with utility companies, and copy of pothole report.
Task 9 –Construction Cost Estimates
A. Using the 60% design plans, develop a preliminary engineer’s estimate of the costs to construct the proposed improvements. The estimate is to include a list of all items of work, including any items not detailed on the 60% plans. Cost information shall include item quantities, unit cost per item and total cost for each item as well as contingencies and total construction cost. Submit the engineer’s estimate to the City for review and make adjustments to the design to keep the project costs within budget.
B. Update the engineer’s estimates at the 90% and 100% design levels to include all items of work and appropriate quantities and contingencies. Submit the engineer’s estimate to the City for review and make adjustments to the design to keep the project costs within budget.
C. Prepare a Final Engineer’s Estimate of Construction Cost, using only the items of work that will be included in the Bid Schedule and showing no contingencies. Include this cost in the final Specifications as the Engineer’s Estimate that is reported to the bidders.
Deliverables:
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Detailed Engineer’s construction cost estimates at the 60%, 90%, and 100% design stages, and a Final Engineer’s Estimate of Construction Cost. Consultant shall expect two rounds of reviews for each submittal to the City.
Task 10 – Project Specifications
A. Using the City’s specifications template, develop preliminary project specifications to be submitted with the 90% design plans. Review the entire template and revise as necessary to fit the project. Submit the 90% project specifications to the City for review.
B. Update the project specifications at the 100% design level to include all items of work. Submit the project specifications to the City for review and allow for a minimum of two iterations of comments by the City and updates by the consultant
C. Communicate with the City throughout the development of the project specifications to obtain information to ensure the correct specification provisions are used for the project.
D. Prepare the Final Project Specifications and Contract Documents, incorporating the Bid Schedule and the Engineer’s Estimate to be reported to the bidders. Include all necessary appendices in the final project specifications. Submit the final project specifications to the City for review and make adjustments to the document as requested by the City.
Deliverables:
Project specifications at the 90% and 100% design levels, and bid-ready specifications and contract documents signed and sealed by the Engineer of Work. Consultant shall expect two rounds of reviews for each submittal to the City.
Task 11 –SANDAG Grant Coordination
A. Include in scope of work coordination efforts with SANDAG as the grant administering agency for potential project scope modification(s) in accordance with agency requirements. Consultant shall include efforts to review, update, and submit revised project related information to SANDAG, as applicable.
B. Consultant shall also include efforts to prepare regular invoices and progress reports to SANDAG.
Deliverables:
Copies of correspondence with SANDAG, PS&E bid package approved by SANDAG, Regular SANDAG invoices, Regular SANDAG progress reports, and any other forms required by the grant agreement with SANDAG.
Task 12 – Construction Support for Design
A. Provide written and graphical responses to questions from bidders related to the project plans and specifications during the construction bid phase.
B. Prepare addenda as required during the construction bid phase.
C. Complete Bid Review and Analysis for all bids received to identify the lowest responsive and responsible bidder.
D. Provide other support during construction bid phase as needed.
E. Attend the pre-construction meeting.
F. Review material submittals.
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G. Respond to Requests for Information from the construction contractor during the construction phase.
H. Provide other support as-needed during the construction phase.
I. Obtain SANDAG review of project design and authorization to proceed with construction, address their comments and obtain their project approval.
J. The City will advertise and award the construction project via its OpenGov portal.
Deliverables:
Written responses to questions from bidders, written addenda, written responses to material submittals and RFI’s from the Contractor, and other construction support documentation. Consultant shall expect two rounds of reviews for each submittal to the City.
Task 13 – Monument Preservation and Construction Staking
A. Coordinate with City of Vista Engineering personnel. Attend pre-construction meeting and project meetings as requested. Coordinate construction staking schedule with agency and contractor personnel. Schedule field crews to provide control stakes within 2 business days of receipt of a completed Request for Construction Staking form from the City Representative or Contractor B. Perform required office work in support of the monument preservation and the construction staking. Check data furnished by the Project Engineer for completeness and discrepancies.
Advise the City of any discovered design issues regarding lines and grades, and record the issues in status reports. Obtain permission from private property owners to enter onto private property.
C. Preserve, reference, or replace all survey monuments according to Section 8771 of the Business and Professions Code. Tie-out all existing monuments that could be affected by construction and mark the monuments so they are highly visible to construction personnel. Re-set monuments that are displaced by the proposed improvements. Provide information to Contractor for re- setting monuments that are inadvertently disturbed by the Contractor during construction.
D. Perform required field work to provide the necessary control stakes to establish the lines and grades required for the completion of the work, and to allow the Engineer to check the work for contract compliance. Check the conformity of planned lines and grades with existing conditions at pavement “conforms”, curb and gutter joins, inlets and outlets of drainage facilities, etc.
Advise the City Representative of any problems, make minor adjustments to lines and grades under the direction of the City Representative, and record the issues in daily survey party field reports. Set control stakes within the required tolerances and mark the stakes so they are readable by construction personnel. Construction staking includes setting the following control stakes as appropriate for the project:
• Clearing stakes
• Slope stakes
• Intermediate slope stakes
• Fence stakes
• Rough grade stakes
• Final Grade stakes
• Drainage stakes
• Curb stakes
• Minor Structure stakes
• Abutment Fill stakes
• Wall stakes
• Major Structure stakes – Ground
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• Major Structure stakes – Superstructure
• Miscellaneous stakes
E. Prepare cut sheets and other documents to communicate staking information to field crews, contractor, and City personnel.
F. Keep adequate records of construction staking efforts (work accomplished, dates, time and resources required, survey data and re-staking). Prepare and submit daily survey party field reports, monthly progress reports and final surveying report to the City representative. Prepare Corner Records or a Record of Survey in support of the monument preservation task, and submit to County of San Diego for approval. Submit copies of all required documentation to the City Representative.
Deliverables:
Copies of project correspondence, status reports, monument ties, staking cut sheets, daily survey party field reports, monthly progress reports, final surveying report, copies of Corner Records or Record of Survey approved by County of San Diego.
Task 14 – Construction Material Testing and Observation
A. Coordination: Coordinate with City of Vista Engineering personnel. Attend pre-construction meeting and project meetings. Review submittals from Contractor for aggregate base, Portland cement concrete, and asphalt concrete. Provide recommendations for optimum moisture content, compaction requirements, alternate materials, or construction methods.
B. Sampling and Lab Testing Prior to Construction: Obtain samples and perform required lab testing of construction materials to be used on the project, which may include sampling Portland Cements and Expansion Pressure tests for soils and aggregates. Provide recommendations for optimum moisture content, compaction requirements and alternate materials, or appropriate construction methods, if needed.
C. Geotechnical Observations During Construction: Observe geotechnical aspects of construction tasks performed by the Contractor, such as placement of aggregate base and concrete, to confirm compliance with plans, specifications and geotechnical recommendations.
D. Sampling and Field Testing During Construction: Obtain samples and perform required field testing of construction materials as they are used on the project, which may include slump, ball penetration, air content and unit weight tests for freshly-mixed Portland Cement Concrete and compaction, density and water content tests of soils and aggregates using a nuclear gage.
E. Sampling and Lab Testing During Construction: Obtain samples and perform required lab testing of construction materials as they are incorporated into the project, which may include tests for material properties of soils and aggregates.
H. Sampling and Lab Testing During Construction: Obtain samples and perform required lab testing of soil characteristics and required amendments in project planting areas.
I. A sample Materials Testing Table (Attachment 1) is attached. Consultant is to include in the proposal a revised table that reflects the improvements proposed to be constructed for this project, and make an estimate of the quantities and numbers of tests that will be needed for the proposed scope of work included in the Consultant’s proposal.
Deliverables:
Written responses to submittals, copies of correspondence, daily field reports, monthly progress reports, sampling summaries, testing summaries, and other related documentation.
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Task 15 – As-Built Plans and Project Close-out
A. Upon completion of construction and using Change Orders and red line plans marked by the City inspector and construction contractor, draft as-built plans for the project. Incorporate all changes to the plans electronically with all necessary revision notations B. Submit a plan set signed by the Engineer of Work to the City with an electronic copy of the final as-built drawings, for review and approval by the City inspector and City Engineer.
C. Submit an electronic copy of all of the files developed during the project, including research, survey, geotechnical, utility coordination, design, plans, specifications, estimates and all other project documentation.
D. Complete any required SANDAG project closeout documentation.
Deliverables:
Final signed as-built plans and electronic copy of the project files. Close out documentation.
Consultant shall expect two rounds of reviews for each design submittal to the City.
Task 16 –Quality Control and Quality Assurance
The Consultant shall have a quality control plan in effect during the entire time work is being performed under the Agreement. The Quality control plan shall establish a process whereby plans and other project documents are independently checked, corrected and back checked prior to submittal to the City. The Consultant is to maintain neat and organized project files.
Deliverables:
Quality control and quality assurance evidenced in the quality of all plans and documents submitted to the City and SANDAG.
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16 ATTACHMENT C
W. Bobier Drive Complete Streets Concept Plan
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DORSEY WYN. SANTA FE AVE
W. BOBIER DRIVE CONCEPTUAL IMPROVEMENTS
W. BOBIER DR
TRAFFIC
MATCHLINE - 9+50
SEE BELOW LEFT
MATCHLINE - 9+50
SEE ABOVE RIGHT
W. BOBIER DR
KNAPP DR
MATCHLINE - 17+00
SEE ABOVE RIGHT
MATCHLINE - 17+00
SEE BELOW LEFT
W. BOBIER DR
BOBOLINK DR
BOBIER ELEMENTARY
SCHOOL DWY
SHOPPING
CTR DWY
149 W. BOBIER
BARBER SHOP
155 W. BOBIER
OFFICES
SIERRA VISTA
MOBILE HOME DWY
SIERRA VISTA
MOBILE HOME DWY
SIERRA VISTA
MOBILE HOME DWY RESIDENTIAL DWY RESIDENTIAL DWY
RESIDENTIAL
DWY
CHURCH DWY
CHURCH DWY
CHURCH DWY
BOBIER ELEMENTARY
SCHOOL DWY
RESIDENTIAL DWYRESIDENTIAL DWY
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17 ATTACHMENT D
W. Bobier Drive Focused Traffic Analysis
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Table of Contents
W. Bobier Drive
Focused Traffic
Analysis Report
December 2023
Vista, California
Prepared for: City of Vista
Submitted By: STC Traffic Inc.
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Traffic Analysis Report i
W. Bobier Drive Traffic Analysis
TABLE OF CONTENTS
1 INTRODUCTION ..................................................................................................... 3
1.1 Background ............................................................................................................................... 3 2 EXISTING CONDITIONS ......................................................................................... 6
2.1 Roadway Network .................................................................................................................... 6
2.2 Traffic Volumes and Speeds ..................................................................................................... 6
2.3 Crash History............................................................................................................................. 7 3 TRAFFIC OPERATIONS ANALYSIS .....................................................................12
3.1 Volume Development ............................................................................................................. 12
3.2 Traffic Signal Warrant Analysis ............................................................................................... 15
3.3 Intersection Level of Service ................................................................................................... 16
3.3.1 Methodology .......................................................................................................................... 16
3.3.2 LOS Analysis Results ............................................................................................................... 18 4 SIMTRAFFIC ANALYSIS .......................................................................................19
4.1 Model Calibration and Simulation Description Summary ...................................................... 19 5 BENEFITS OF A ROUNDABOUT ..........................................................................22 6 SUMMARY OF KEY FINDINGS .............................................................................23
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Traffic Analysis Report ii
W. Bobier Drive Traffic Analysis
LIST OF FIGURES
Figure 1-1 Study Site Location ...................................................................................................................... 4 Figure 1-2 Bobier Drive Conceptual Design Exhibit ...................................................................................... 5 Figure 2-1 Project Study Area ....................................................................................................................... 8 Figure 2-2 Existing Intersection Geometry and Traffic Control .................................................................... 9 Figure 2-3 Existing Conditions Traffic Volumes - Morning and Evening Peak Hour ................................... 10 Figure 2-4 Existing Conditions Traffic Volumes - Afternoon School Dismissal Time .................................. 11 Figure 3-1: Traffic Reroute Illustration........................................................................................................ 12 Figure 3-2 Opening Year with Project Traffic Volumes - Morning and Evening Peak Hour ........................ 13 Figure 3-3 Opening Year with Project Traffic Volumes – Afternoon School Dismissal Time ...................... 14 Figure 4-1 Opening Year with Project Morning Peak Hour Simulation Screen Capture ............................. 21 Figure 4-2 Opening Year with Project Afternoon School Peak Hour Simulation Screen Capture .............. 21 Figure 4-3 Opening Year with Project Evening Peak Hour Simulation Screen Capture .............................. 21
LIST OF TABLES
Table 2-1 W. Bobier Drive ADT Data Summary ............................................................................................. 6 Table 2-2 Accident History ............................................................................................................................ 7 Table 3-1 Traffic Signal Warrant Analysis Summary ................................................................................... 15 Table 3-2 Level of Service Threshold .......................................................................................................... 17 Table 3-3 Intersection LOS Analysis ............................................................................................................ 18
LIST OF APPENDICIES
Appendix A ..................................................................................................................... Traffic Volume Data Appendix B ..................................................................................................... Traffic Signal Warrant Analysis Appendix C ............................................................................................................. Signal Timing Worksheet Appendix D ............................................................................................................ LOS Analysis Worksheets Appendix E ............................................................................. Bobier Elementary School Proposed Site Plan 05/26/2026
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Traffic Analysis Report 3
W. Bobier Drive Traffic Analysis
1 INTRODUCTION
The traffic analysis for W. Bobier Drive was conducted to evaluate the operational conditions of the roadway spanning from N. Santa Fe Avenue to Bobolink Drive, considering both existing conditions and the potential impact of implementing a series of proposed traffic calming measures. In the past, residents in the area have raised concerns about pedestrian safety and vehicular speeds along this corridor.
Furthermore, the presence of Bobier Elementary School within this segment of W. Bobier Drive underscores the importance of bolstering traffic calming measures in the area.
This focused traffic analysis (TA) report evaluates changes to traffic operations based on the proposed project. The TA analyzes existing and proposed conditions for the morning and evening peak hours and afternoon school dismissal time. The report summarizes analysis results regarding peak hour delay and level-of-service for the study area intersections and includes a traffic simulation that illustrates the roadway operations.
1.1 Background
A few years ago, City staff developed a complete streets concept designed to calm traffic and improve safety. However, the absence of funding has impeded the translation of that concept into an actionable project. Separately, the Vista Unified School District (VUSD) has been in the design phase of a major reconstruction of the Bobier Elementary School site. As part of their design process, VUSD engaged the City in a collaborative dialogue regarding persistent traffic challenges, seeking guidance on optimizing the configuration of the street segment in front of the school. City staff shared the previously devised complete streets concept with VUSD, encompassing an array of traffic calming features such as lane reductions, multi-modal improvements, and roundabouts. Both VUSD and the City reached a consensus on embracing a conceptual framework as the preferred solution to enhance traffic safety, bolster pedestrian access, and streamline school-related traffic.
The project’s proposed improvements include:
• Reducing the number of travel lanes
• on W. Bobier Drive from four to two and the installation of Class II bike lanes in both directions. • Installation of roundabouts at W. Knapp Drive and Dorsey Way and a traffic signal at the Bobier Elementary School easterly driveway.
• Installation of a raised median along W. Bobier Drive between Dorsey Way and N. Santa Fe Avenue.
The purpose of this project is to create a balanced multi-modal corridor with improved bicycle and pedestrian facilities that will increase mobility by making it reasonably safe for all users along the corridor.
The project is located within the City of Vista’s limits along W. Bobier Drive between N. Santa Fe Avenue and Bobolink Drive. The study site location is shown in Figure 1-1. A conceptual design of the roadway improvements is illustrated in Figure 1-2. The remainder of the report is organized into four sections: (2) Existing Conditions, (3) Traffic Operations Analysis, (4) SimTraffic Analysis, (5) Summary of Key Findings.
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LEGEND
Project Location
City Limits
W. Bobier Drive Focused Traffic Analysis
Figure 1-1
Site LocaƟon Map
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Traffic Analysis Report 6
W. Bobier Drive Traffic Analysis
2 EXISTING CONDITIONS
The project study intersections include the three unsignalized intersections of W. Bobier Drive/Knapp Drive, W. Bobier Drive/Dorsey Way, and W. Bobier Drive/Bobier Elementary School easterly driveway; and the signalized intersection of W. Bobier Drive/N. Santa Fe Avenue. The project study area location along with the existing intersection geometry and traffic control are illustrated in Figure 2-1 and Figure 2-
2. 2.1 Roadway Network
W. Bobier Drive is classified as a four-lane major roadway in the City of Vista’s General Plan Circulation Element. The roadway accommodates two-way traffic with two lanes in each direction separated by a two-way left turn lane (TWLTL). The roadway operates with a posted speed limit of 40 miles per hour (MPH). Bike lanes are provided in each direction and sidewalks are provided on both sides of the roadway.
Parking is generally provided along both sides of the roadway adjacent to the curb. Adjacent land uses include retail, residential homes, a senior mobile home park and Bobier Elementary School.
2.2 Traffic Volumes and Speeds
Vehicle, pedestrian and bicycle counts were collected on Wednesday May 24, 2023 for a 24-hour period for each of the study area intersections. Additional turning movement counts were collected along W.
Bobier Drive at the westerly Bobier Elementary School driveway and at Bobolink Drive to support the traffic simulation model. A speed survey was also conducted for a 24-hour period along W. Bobier Drive between Knapp Drive and Dorsey Way on July 20, 2023. Average daily traffic (ADT) and 85 th percentile
speeds for W. Bobier Drive are summarized in Table 2-1. Figure 2-3 and Figure 2-4 illustrate the existing vehicular traffic volumes for all intersections during the weekday morning and evening peak hours and the afternoon school dismissal time. Raw traffic count data is provided in Appendix A. Field visits were carried out by STC staff during the afternoon pick-up on May 24 and the morning drop-off on May 31, 2023.
Table 2-1 W. Bobier Drive ADT Data Summary
Location
Daily Weekday Morning Peak Hour Weekday Evening Peak Hour 85th Percentile
Speed ADTa Volumeb K-
Factorc
Dir.
Dist.d Volume K-Factor Dir. Dist.
W. Bobier Drive 19,929 1,733 8.7% WB 55% 1,800 9.0% EB 55% 44 MPH a average daily traffic (ADT) volume expressed in vehicles per day. b peak period traffic volumes expressed in vehicles per hour. c percent of daily traffic that occurs during the peak hour. d directional distribution of peak hour traffic.
Note: peak hours do not necessarily coincide with the peak hours of the individual intersection turning movement counts.
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Traffic Analysis Report 7
W. Bobier Drive Traffic Analysis
2.3 Crash History
Crash data was obtained from the City of Vista for the most recent 5 years of available data along W.
Bobier Drive between N. Santa Fe Drive and Knapp Drive. Crash data from February 1, 2018, to January 31st, 2023, showed there was a total of 3 collisions reported during the period. These collisions include 2 injury related accidents and 1 property damage only (PDO) accident. A summary of the crash data can be found in Table 2-2.
Table 2-2 Accident History
Crash ID Number Date Location Type of Collision Severity 194104593 1/27/2019 W. Bobier Drive/Dorsey Way Sideswipe PDO 19117971 4/10/2019 W. Bobier Drive/Knapp Drive Broadside Severe Injury 22148299 10/27/2022 W. Bobier Drive/Knapp Drive Head-On Complaint of Pain
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W Knapp Dr
Dorsey Wy
Bobolink Dr
N Santa Fe Ave
N Santa Fe Ave
Penrod Ct
W. Bobier Dr
Chad Ct
W. Bobier Dr
Figure 2-1
Project Study Area
W. Bobier Drive Focused Traffic Analysis
1 2 3 4 5 6
# Study Intersection
# Supplemental Study Intersection
for SimTraffic Analysis
LEGEND
1. W Bobier Dr & Bobolink Dr
2. W Bobier Dr & W Knapp Dr
3. W Bobier Dr & Dorsey Wy
4. W Bobier Dr & Bobier Elementary School Westerly Dwy
5. W Bobier Dr & Bobier Elementary School Easterly Dwy
6. W Bobier Dr & N Santa Fe Ave
INTERSECTION LIST
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W Knapp Dr
Dorsey Wy
Bobolink Dr
N Santa Fe Ave
N Santa Fe Ave
Penrod Ct
W. Bobier Dr
Chad Ct
W. Bobier Dr
Figure 2-2
ExisƟng In tersec Ɵon Geometry and Traffic Control
W. Bobier Drive Focused Traffic Analysis
W. Bobier Dr & Bobolink Dr
W. Bobier Dr
Bobolink Dr
W Knapp Dr
3 W. Bobier Dr & Dorsey Wy
W. Bobier Dr
Dorsey Wy
Bobier Elementary School
West Parking Lot
W. Bobier Dr & Bobier Elementary School
Westerly Dwy
W. Bobier Dr & Bobier Elementary School
Easterly Dwy
W. Bobier Dr
2 W. Bobier Dr & W Knapp Dr
W. Bobier Dr
Bobier Elementary School
East Parking Lot
W. Bobier Dr
5 6 W. Bobier Dr & N Santa Fe Ave
W. Bobier Dr
N Santa Fe Ave
1 4
1 2 3 4 5 6
LEGEND
Study Intersection
Supplemental Study Intersections for
SimTraffic Analysis
#
Movement
Traffic Signal Control
Stop Controlled
Appr
oach
#
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W Knapp Dr
Dorsey Wy
Bobolink Dr
N Santa Fe Ave
N Santa Fe Ave
Penrod Ct
W. Bobier Dr
Chad Ct
W. Bobier Dr
Figure 2-3
ExisƟng CondiƟons T raffic Volumes - Morning and Evening Peak Hour W. Bobier Drive Focused Traffic Analysis
W Bobier Dr & Bobolink Dr
W Bobier Dr
Bobolink Dr
W Knapp Dr
3 W Bobier Dr & Dorsey Wy
W Bobier Dr
Dorsey Wyer
Bobier Elementary School
West Parking Lot
W Bobier Dr & Bobier Elementary School
Westerly Dwy
W Bobier Dr & Bobier Elementary School
Easterly Dwy
W Bobier Dr
2 W Bobier Dr & W Knapp Dr
W Bobier Dr
35/20927/667 29/18
64/36
3/2
57/23
27/24
777/1080
854/648
90/27
14/9
806/1055
39/18863/642
3/0
824/1079
115/30894/662
10/12
22/3
178/47
129/12
752/1093
Bobier Elementary School
East Parking Lot
W Bobier Dr
9/11017/706 0/1
9/10
8/0
953/1161
5 6 W Bobier Dr & N Santa Fe Ave
W Bobier Dr
221/185535/404122/190 174/190
373/447
204/243
208/103
617/391
218/191
162/185593/721162/208
46/54
N Santa Fe Ave
1 4
1 2
3 4
5 6
LEGEND
Study Intersection
Supplemental Study Intersections for
SimTraffic Analysis
#
xx/yy AM/PM Peak Hour Volume
Movement
Traffic Signal Control
Stop Controlled
Appr
oach
#
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W Knapp Dr
Dorsey Wy
Bobolink Dr
N Santa Fe Ave
N Santa Fe Ave
Penrod Ct
W. Bobier Dr
Chad Ct
W. Bobier Dr
Figure 2-4
ExisƟng CondiƟons T raffic Volumes - AŌernoon School Dismissal TIme W. Bobier Drive Focused Traffic Analysis
W Bobier Dr & Bobolink Dr
W Bobier Dr
Bobolink Dr
W Knapp Dr
3 W Bobier Dr & Dorsey Wy
W Bobier Dr
Dorsey Wy
Bobier Elementary School
West Parking Lot
W Bobier Dr & Bobier Elementary School
Westerly Dwy
W Bobier Dr & Bobier Elementary School
East
erly Dwy
W Bobier Dr
2 W Bobier Dr & W Knapp Dr
W Bobier Dr
17575 25
29 0
48 25678
559
37 6
681
30551
16659
28582
6 8
75 45678
Bobier Elementary School
East Parking Lot
W Bobier Dr
28614 3
45 2
762
5 6 W Bobier Dr & N Santa Fe Ave
W Bobier Dr
N Santa Fe Ave
161360133 161
322
150
108
265
112
170466134
42 1 4
1 2 3 4 5
6 LEGEND
Study Intersection
Supplemental Study Intersections for
SimTraffic Analysis
#
xx School Peak Hour Volume
Movement
Traffic Signal Control
Stop Controlled
Appr
oach
#
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Traffic Analysis Report 12
W. Bobier Drive Traffic Analysis
3 TRAFFIC OPERATIONS ANALYSIS
This section presents the methodology and results of the project volume development, traffic signal warrant analysis, and intersection operation analysis for the Existing conditions and Opening Year with Project conditions. The analysis was conducted for the typical peak hours in the morning (7:00 AM – 9:00 AM), evening (4:00 PM – 6:00 PM) and afternoon school dismissal time (2:00 PM – 3:00 PM). The project improvements incorporated in the analysis include the following:
• Installation of two roundabouts located on W. Bobier Drive/Knapp Drive and W. Bobier Drive/Dorsey Way.
• Installation of new traffic signal located on W. Bobier Drive/Bobier Elementary School easterly driveway.
• Installation of a raised median along W. Bobier Drive between Dorsey Way and N. Santa Fe Avenue.
3.1 Volume Development
Opening year with project traffic volumes were developed based on the concept intersection geometry and associated traffic distribution and routing. Traffic volume forecasts were prepared as detailed below:
• Opening Year with Project Conditions (Year 2026): This scenario will analyze the roadway conditions in the opening year 2026 with the project. Traffic volumes are based on the proposed median closure and turn restrictions. An annual growth factor of 1% was applied to the existing year (2023) baseline traffic volumes to derive the opening year 2026 traffic volumes.
Traffic patterns will change along the corridor between Dorsey Way and the Bobier Elementary School easterly driveway due to the installation of a raised median. Traffic restricted from making left turns from the proposed Bobier Elementary School westerly driveway is rerouted to make a right turn followed by a U-turn at the W. Bobier Drive/ Bobier Elementary School easterly driveway intersection. Westbound left- turning traffic entering the Bobier Elementary School westerly driveway is rerouted to make a U-turn at the W. Bobier Drive/Dorsey Way intersection followed by a right turn into the Bobier Elementary School westerly driveway. An illustration of rerouted traffic is shown in Figure 3-1. The traffic volumes for the Opening Year with project conditions are shown in Figure 3-2 and Figure 3-3.
Figure 3-1: Traffic Reroute Illustration
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W Knapp Dr
Dorsey Wy
Bobolink Dr
N Santa Fe Ave
N Santa Fe Ave
Penrod Ct
W. Bobier Dr
Chad Ct
W. Bobier Dr
Figure 3-2
Opening Year Traffic V olumes - Morning and Evening Peak Hour W. Bobier Drive Focused Traffic Analysis
1 W Bobier Dr & Bobolink DrW B
obier D
r
Bobolink Dr
W Knapp Dr
3 W Bobier Dr & Dorsey WyW
Bobier Dr
Dorsey Wy
Bobier Elementary School
West Parking Lot
4 W B
obi
er Dr & Bobier E
lementary School
Westerly
Dwy
W Bobier
Dr &
Bobier Elementary
School
Easterly Dwy
W Bob
ier Dr
2 W Bobier Dr & W Knapp DrW
Bobier Dr
36/21955/687 26/19
66/37
3/2
59/24
28/25
810/1113
890/668
93/28
14/9
830/1087
40/19115/30889/687
3/0
849/1112
894/712
10/12
200/60
244/42
775/1130
Bobier Elementary School
East Parking Lot
W Bobie
r Dr
9/11048/726 0/1
9/10
8/0
982/1195
23/4
5 6 W Bobier Dr & N Santa Fe Ave
W Bobier Dr
228/191570/416126/196 179/196
384/461
210/250
225/106
636/403
225/197
167/191625/743167/214
47/56
N Santa Fe Ave
1 2
3 4
5 6
LEGEND
Study Intersection
Supplemental Study Intersections for
SimTraffic Analysis
#
#
xx/yy AM/PM Peak Hour Volume
Movement
Traffic Signal Control
Roundabout
Stop Controlled
Appr
oach
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W Knapp Dr
Dorsey Wy
Bobolink Dr
N Santa Fe Ave
N Santa Fe Ave
Penrod Ct
W. Bobier Dr
Chad Ct
W. Bobier Dr
Figure 3-3
Opening Year Traffic V olumes - AŌernoon School Dismissal Time W. Bobier Drive Focused Traffic Analysis
1 W Bobier Dr & Bobolink Dr
W Bobier Dr
Bobolink Dr
W Knapp Dr
3 W Bobier Dr & Dorsey Wy
W Bobier Dr
Dorsey Wy
Bobier Elementary School
West Parking Lot
4 W Bobier Dr & Bobier Elementary School
Westerly Dwy
W Bobier Dr & Bobier Elementary School
East
erly Dwy
W Bobier Dr
2 W Bobier Dr & W Knapp Dr
W Bobier Dr
18592 26
30 49
26699
576
38 6
702
31 28568
16679
636
6 83
73699
Bobier Elementary School
East Parking Lot
W Bobier Dr
28630 3
45 2
785
9 5 6 W Bobier Dr & N Santa Fe Ave
W Bobier Dr
166371137 166
332
155
111
273
115
175480138
43 N Santa Fe Ave
1 2 3 4 5 6
LEGEND
Study Intersection
Supplemental Study Intersections for
SimTraffic Analysis
#
#
xx School Peak Hour Volume
Movement
Traffic Signal Control
Roundabout
Stop Controlled
Appr
oach
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Traffic Analysis Report 15
W. Bobier Drive Traffic Analysis
3.2 Traffic Signal Warrant Analysis
A traffic signal warrant analysis was conducted in accordance with the CA MUTCD, Chapter 4C based on existing and opening year (2026) volumes . Listed below are the warrants that were reviewed:
• Warrant 1, Eight-Hour Vehicular Volume.
• Warrant 2, Four-Hour Vehicular Volume.
• Warrant 3, Peak-Hour.
• Warrant 4, Pedestrian Volume.
• Warrant 5, School Crossing.
• Warrant 6, Coordinated Signal System.
• Warrant 7, Crash Experience.
• Warrant 8, Roadway Network.
• Warrant 9, Intersection Near a Grade Crossing.
While all the warrants mentioned above were reviewed in accordance with the CA MUTCD, Chapter 4C, only the following warrants were considered applicable based on available data and analyzed further:
• Warrant 1, Eight-Hour Vehicular Volume.
• Warrant 2, Four-Hour Vehicular Volume.
• Warrant 3, Peak-Hour.
• Warrant 4, Pedestrian Volume.
• Warrant 7, Crash Experience.
The traffic signal warrant analyses are summarized in Table 3-1. The warrant analysis sheets and Figures 4C-2 and 4C-4 from the CA MUTCD, are included in Appendix B.
Table 3-1 Traffic Signal Warrant Analysis Summary
Intersection
Warrant 1 – Eight Hour Vehicular
Volume Warrant
2 – Four
Hour
Vehicular
Volume
Warrant 3
– Peak
Hour
Warrant 4
–
Pedestrian
Volume Warrant 7-
Crash
Experience Condition
A
Condition
B
Combination
of
Conditions
A & B
Part
A
Part
B
W. Bobier Drive/
Bobier
Elementary
School Easterly
Driveway
2023 Existing Conditions
No No No No No No No No
2026 Opening Year Conditions
N/A N/A No No No N/A
NA-Not Applicable
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W. Bobier Drive Traffic Analysis
As seen in Table 3-1, the results indicate that no warrant is met for the installation of a traffic signal at the intersection of W. Bobier Drive and the Bobier Elementary School easterly driveway under existing or opening year conditions. However, during the designated school arrival and dismissal periods, a total of 62 and 68 schoolchildren, respectively, were observed crossing W. Bobier Drive at the signalized intersection with N. Sante Fe Avenue. It is assumed that these schoolchildren would be inclined to utilize the new signalized crossing at the easterly school driveway rather than the major signalized crossing at the intersection with N. Sante Fe Avenue. This preference would likely be attributed to a reduced number of travel lanes to cross and less vehicular traffic volume to compete with, minimizing potential conflicts.
Given these considerations, coupled with the volume of traffic that will be using the driveway, the installation of a traffic signal at the intersection of W. Bobier Drive and Bobier Elementary School Easterly Driveway is recommended.
3.3 Intersection Level of Service
3.3.1 Methodology
Signalized, unsignalized, and roundabout intersections were evaluated using the Highway Capacity Manual (HCM) 6
th Edition methodology. The study area was modeled in Synchro 11 software to calculate delays and levels of service (LOS) for signalized and unsignalized intersections, while SIDRA software was utilized to calculate delays and LOS for the roundabouts. Existing signal timing data obtained from the City of Vista was used to model the signalized intersection. Signal timing sheets are included in Appendix C.
Delay is reported for the overall intersection for signalized and roundabout intersections and the worst street approach for side street stop-controlled intersection. Table 3-2 provides a description of the HCM signalized, unsignalized and roundabout intersection control delay and LOS thresholds. The HCM 6 th
Edition defines intersection control delay as the summation of the weighted average delay for all lane groups at the subject intersection. The City of Vista considers intersections operating at LOS D or better as acceptable. Intersections operating at LOS E and F are considered as failing and need improvement.
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W. Bobier Drive Traffic Analysis
Table 3-2 Level of Service Threshold
LOS
Control Delay (sec/veh)
Description Signalized
Intersection
Unsignalized
Intersection Roundabout
A <10 <10 <10 Operations with very low delay and most vehicles do not stop.
B >10 and <20 >10 and <15 >10 and <15 Operations with good progression but with some restricted movements.
C >20 and <35 >15 and <25 >15 and <25
Operations where a significant number of vehicles
are stopping with some backup and light
congestion.
D >35 and <55 >25 and <35 >25 and <35
Operations where congestion is noticeable, longer
delays occur, and many vehicles stop. The
proportion of vehicles not stopping declines.
E >55 and <80 >35 and <50 >35 and <50 Operations where there is significant delay, extensive queuing, and poor progression.
F >80 >50 >50
Operations that are unacceptable to most drivers,
when the arrival rates exceed the capacity of the
intersection.
Source: HCM 6th Edition.
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W. Bobier Drive Traffic Analysis
3.3.2 L OS Analysis Results
Table 3-3 provides the LOS analysis results for each intersection under Existing conditions and Opening Year with Project conditions. LOS analysis worksheets are included in Appendix D.
Table 3-3 Intersection LOS Analysis
Location
Existing Conditions Opening Year with Project Conditions
Control Delay LOS Control Delay LOS
W. Bobier Drive & Knapp Drive – Side Street Stop Controla / Roundaboutb Morning Peak Hour 11.7 B 14.2 B
Afternoon School Dismissal 8.9 A 7.1 A
Evening Peak Hour 9.5 A 9.9 A
W. Bobier Drive & Dorsey Way – Side Street Stop Control / Roundaboutb Morning Peak Hour 19.1 C 26.9 D
Afternoon School Dismissal 11.0 B 8.0 A
Evening Peak Hour 15.1 C 15.6 C
W. Bobier Drive & Bobier Elementary School Easterly Driveway – Side Street Stop Control / Signalized b Morning Peak Hour 14.0 B 5.1 A
Afternoon School Dismissal 14.2 B 7.7 A
Evening Peak Hour 15.7 C 5.0 A
W. Bobier Drive & N. Santa Fe Avenue – Signalizedb
Morning Peak Hour 43.6 D 45.1 D
Afternoon School Dismissal 34.7 C 35.0 D
Evening Peak Hour 38.7 D 40.2 D
Note: Roundabout control is for Opening Year only.
a Control Delay for a side street stop control intersection is defined as the weighted average delay for side street approach at the subject intersection, in seconds per vehicle.
b Control Delay for a signalized and roundabout intersection is defined as the summation of the weighted average delay for all lane groups at the subject intersection, in seconds per vehicle.
As seen in Table 3-3, all study intersections operate at LOS D or better under Existing and Opening Year with Project conditions. In the Opening Year condition during the morning peak hour, the addition of westbound U-Turn movement at W. Bobier Dr/Dorsey Way intersection, due to the proposed raised median, will result in increased delay and the intersection operating at LOS D. For the remaining peak hours at W. Bobier Dr/Dorsey Way, W. Bobier Dr/Knapp Drive, and W. Bobier Dr/ Bobier Elementary School easterly driveway, the LOS is expected to either maintain the same LOS as Existing conditions or improve LOS operations under the Opening Year with Project conditions. Additionally, during the afternoon school dismissal time, the forecasted volume in the Opening Year increases the delay for the signalized intersection of W. Bobier Drive/N. Santa Fe Avenue by 0.3 seconds, which results in the LOS changing from a C to a D.
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W. Bobier Drive Traffic Analysis
4 SIMTRAFFIC ANALYSIS
SimTraffic is a microsimulation software which uses vehicle type and driver behavior methodology to simulate actual field conditions. The model allows users to visualize traffic operations and interactions between vehicles and pedestrians which can be used as a supplement to the synchro analysis results.
4.1 Model Calibration and Simulation Description Summary The SimTraffic simulation was conducted to visually assess the operation of W. Bobier Drive with the proposed geometric changes under Opening Year with Project conditions. Figures 4-1 through Figures 4- 3 provide snapshots of the simulation for morning and evening peak hours and the afternoon school dismissal time.
The following input parameters were used for the SimTraffic model calibration:
› Vehicular, pedestrian and bicycle volume data used for the morning peak was between 7:45-8:45 AM, for the evening peak hour was between 4:30-5:30 PM, and for the afternoon school dismissal time between 2:00-3:00 PM. Forecasted vehicle volume data was used for the opening year condition. To simulate the peak 15 minutes within the peak hour, peak hour factor (PHF) from the volume data was inputted into the model.
› Lane geometry (lane configuration and turn lane storage lengths) was obtained from the concept design plan (between Bobolink Drive and N. Santa Fe Avenue) and from Google Earth aerial (for W. Bobier Drive/N. Santa Fa Avenue intersection). Vehicular speed along W. Bobier Drive (between Bobolink Drive and N. Santa Fe Avenue) was set between 25-35 MPH and within the roundabout was set between 15-20 MPH.
› Signal timing and phase setting at W. Bobier Drive/N. Santa Fa Avenue was based on the signal timing sheets provided by the City of Vista.
The Bobier Elementary School driveway and drop off/pickup area was modeled into the SimTraffic model based on the proposed school site plan, see Appendix E. To simulate the student drop off/pickup activity and the corresponding traffic backup conditions, a traffic signal was created in the model at the start of the drop off/pickup area. Signal timing was set to simulate the vehicle wait and discharge rate. The vehicle wait time was simulated with a red interval and vehicles would be discharged with a short green interval.
Since the drop-off activity takes less time than the pickup activity, the morning peak hour model consists of a shorter red interval representing drop-off activity and the afternoon school peak hour model has longer red interval representing pick-up activity. Contrary to the field discharge rate, which occurs on a random basis, the discharge in the model occurs at a regular interval.
The proposed signal at Bobier Elementary Lot Driveway was programmed in Synchro with eastbound and westbound approach left turns as protected phasing. All signal timing parameters (yellow, red, walk and flashing don’t walk times) used in Synchro are in accordance with CAMUTCD. The cycle length was optimized based on the traffic volume, which varies between 80 – 130 seconds.
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W. Bobier Drive Traffic Analysis
The following is a summary of the anticipated traffic condition with the proposed design that is shown in the SimTraffic simulation:
› Due to the proposed lane reduction and addition of roundabouts along the corridor, traffic in the peak direction of travel may experience lower travel speeds. › Traffic is anticipated to slow from the lane drop area, due to merging activity, at Marabou Lane (eastbound direction) and N. Santa Fe Avenue (westbound direction) during peak hour for the peak direction of travel.
› The proposed traffic signal at the W. Bobier Drive & Bobier Elementary School easterly driveway intersection progresses traffic well with no significant queuing concerns along any of the approaches.
› With two eastbound travel lanes provided in front of the school’s westerly driveway , coupled with the upstream roundabout and the prospective downstream traffic signal, traffic from the Bobier Elementary School westerly driveway does not appear to experience significant delays in finding a gap to merge into W. Bobier Drive traffic.
› The proposed west lot design layout of the school (with the internal roadway loop starting and ending at the driveway) provides more stacking capacity for the drop off/pickup activity, resulting in alleviating vehicle spill back onto W. Bobier Drive. 05/26/2026
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W. Bobier Drive Traffic Analysis
Figure 4-1 Opening Year with Project Morning Peak Hour Simulation Screen Capture Figure 4-2 Opening Year with Project Afternoon School Peak Hour Simulation Screen Capture Figure 4-3 Opening Year with Project Evening Peak Hour Simulation Screen Capture
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W. Bobier Drive Traffic Analysis
5 BENEFITS OF A ROUNDABOUT
Roundabouts have gained prominence as an effective
traffic management and traffic calming solution with
numerous benefits. Roundabouts offer a substantial
reduction in conflict points compared to traditional
signalized intersections, which results in overall safety enhancements. A study conducted by the Federal Highway
Administration (FHWA) highlights a significant decrease in potential conflict points from 32 to 8 in roundabouts.
Conflict points represent locations within an intersection where the paths of vehicles can intersect, leading to the potential for collisions. This reduction in conflict points is a critical factor contributing to the improved safety record of roundabouts. Studies have shown that roundabouts
significantly decrease the likelihood of high-speed, right- angle crashes, which have led to a more than 90%
reduction in fatality related collisions, 76% reduction in injury related collisions, and a 35% reduction in overall crashes when compared to signalized and unsignalized intersections.
Additional benefits of roundabouts include:
• Slower speeds are safer for pedestrians.
• When splitter islands are used, pedestrians are only crossing one travel lane at a time. • Provides an opportunity to make U-turns.
• Roundabouts are recognized for their efficiency in handling varying traffic volumes. A study conducted by Iowa State University
1 states that single lane roundabouts can carry up to 25,000 vehicles per day.
• Reduction of pollution and fuel consumption with fewer stops and less time idling. • Long-term cost savings due to no signal equipment to install, power to run the signal, and yearly maintainence.
1 Iowa State University, Planning-Level Guidelines for Modern Roundabouts Source: Federal Highway Administration
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W. Bobier Drive Traffic Analysis
6 SUMMARY OF KEY FINDINGS
Based on the traffic analysis results as presented in this report, a summary of key findings is provided below:
› W. Bobier Drive carries 19,929 vehicles on a typical weekday when school is in session. › Prevailing speeds on W. Bobier Drive were shown to be 44 MPH, which is four miles per hour over the posted speed limit.
› A total of three collisions were reported along W. Bobier Drive between N. Santa Fe Avenue and Knapp Drive between the years 2018 and 2023, according to crash data obtained from the City of Vista.
› The level of service analysis shows that no study area intersection operates below a LOS D under Existing and Opening Year conditions.
› The anticipated addition of U-turn movements due to the proposed raised median in front of Bobier Elementary School results in an increase in delay and the LOS changing from a C to a D during the morning peak hour for the intersection of W. Bobier Drive/Dorsey Way. › For the remaining peak hours at W. Bobier Dr/Dorsey Way, W. Bobier Dr/Knapp Drive, and W.
Bobier Dr/ Bobier Elementary School easterly driveway, the LOS is expected to either maintain the same LOS as Existing conditions or improve LOS operations under the Opening Year with Project conditions.
› SimTraffic Analysis
o Due to the proposed lane reduction and addition of roundabouts along the corridor, traffic in the peak direction of travel may experience lower travel speeds. o Traffic is anticipated to slow from the lane drop area, due to merging activity, at Marabou Lane (eastbound direction) and N. Santa Fe Avenue (westbound direction) during peak hour for the peak direction of travel.
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W. Bobier Drive Traffic Analysis
Appendix A
Traffic Volume Data
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File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Knapp Drive
Southbound
Bobier Drive
Westbound
Bobier Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 12:00 AM 0 0 0 5 0 5 0 15 15 20
12:15 AM 1 0 1 9 1 10 2 8 10 21
12:30 AM 1 0 1 4 1 5 0 20 20 26
12:45 AM 0 0 0 6 0 6 0 9 9 15
Total 2 0 2 24 2 26 2 52 54 82
01:00 AM 0 1 1 11 0 11 2 4 6 18
01:15 AM 0 0 0 8 0 8 0 9 9 17
01:30 AM 0 0 0 4 0 4 0 12 12 16
01:45 AM 0 0 0 6 0 6 1 6 7 13
Total 0 1 1 29 0 29 3 31 34 64
02:00 AM 1 0 1 3 0 3 0 4 4 8
02:15 AM 0 0 0 7 0 7 0 6 6 13
02:30 AM 0 0 0 6 0 6 0 3 3 9
02:45 AM 0 0 0 4 0 4 2 6 8 12
Total 1 0 1 20 0 20 2 19 21 42
03:00 AM 0 1 1 2 0 2 0 3 3 6
03:15 AM 0 1 1 9 0 9 0 5 5 15
03:30 AM 0 0 0 13 0 13 0 4 4 17
03:45 AM 0 1 1 10 0 10 0 4 4 15
Total 0 3 3 34 0 34 0 16 16 53
04:00 AM 0 0 0 11 0 11 0 10 10 21
04:15 AM 0 0 0 21 0 21 0 4 4 25
04:30 AM 0 2 2 24 0 24 0 10 10 36
04:45 AM 0 3 3 41 0 41 0 14 14 58
Total 0 5 5 97 0 97 0 38 38 140
05:00 AM 0 3 3 53 0 53 0 23 23 79
05:15 AM 1 7 8 70 0 70 1 24 25 103
05:30 AM 4 11 15 98 0 98 2 49 51 164
05:45 AM 0 6 6 76 0 76 1 37 38 120
Total 5 27 32 297 0 297 4 133 137 466
06:00 AM 3 8 11 79 0 79 1 40 41 131
06:15 AM 3 10 13 117 0 117 1 58 59 189
06:30 AM 1 9 10 130 1 131 2 51 53 194
06:45 AM 2 5 7 136 0 136 3 77 80 223
Total 9 32 41 462 1 463 7 226 233 737
07:00 AM 1 20 21 176 0 176 1 78 79 276
07:15 AM 4 21 25 194 0 194 4 121 125 344
07:30 AM 5 30 35 213 0 213 4 119 123 371
07:45 AM 9 28 37 226 2 228 10 184 194 459
Total 19 99 118 809 2 811 19 502 521 1450
08:00 AM 0 16 16 170 1 171 16 267 283 470
08:15 AM 2 26 28 246 3 249 11 212 223 500
08:30 AM 3 20 23 212 4 216 9 143 152 391
08:45 AM 1 9 10 151 0 151 11 135 146 307
Total 6 71 77 779 8 787 47 757 804 1668
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Knapp Drive
Southbound
Bobier Drive
Westbound
Bobier Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 09:00 AM 1 6 7 118 3 121 5 105 110 238
09:15 AM 0 5 5 148 4 152 12 95 107 264
09:30 AM 3 7 10 102 1 103 2 89 91 204
09:45 AM 4 4 8 121 4 125 9 122 131 264
Total 8 22 30 489 12 501 28 411 439 970
10:00 AM 0 4 4 135 0 135 4 109 113 252
10:15 AM 0 6 6 97 3 100 1 98 99 205
10:30 AM 2 8 10 115 2 117 3 91 94 221
10:45 AM 1 1 2 85 1 86 6 105 111 199
Total 3 19 22 432 6 438 14 403 417 877
11:00 AM 5 5 10 120 0 120 4 114 118 248
11:15 AM 0 7 7 97 1 98 3 121 124 229
11:30 AM 0 9 9 100 2 102 5 127 132 243
11:45 AM 1 6 7 94 5 99 6 104 110 216
Total 6 27 33 411 8 419 18 466 484 936
12:00 PM 4 3 7 104 4 108 5 129 134 249
12:15 PM 2 8 10 112 3 115 6 131 137 262
12:30 PM 0 3 3 116 2 118 6 139 145 266
12:45 PM 3 4 7 128 1 129 5 138 143 279
Total 9 18 27 460 10 470 22 537 559 1056
01:00 PM 3 4 7 126 2 128 6 119 125 260
01:15 PM 0 4 4 151 4 155 3 121 124 283
01:30 PM 1 13 14 143 0 143 5 132 137 294
01:45 PM 2 2 4 112 3 115 5 144 149 268
Total 6 23 29 532 9 541 19 516 535 1105
02:00 PM 1 12 13 149 1 150 7 120 127 290
02:15 PM 2 12 14 137 1 138 13 174 187 339
02:30 PM 2 7 9 141 2 143 10 194 204 356
02:45 PM 1 6 7 132 2 134 12 193 205 346
Total 6 37 43 559 6 565 42 681 723 1331
03:00 PM 0 9 9 145 5 150 12 202 214 373
03:15 PM 1 15 16 174 3 177 12 222 234 427
03:30 PM 1 10 11 227 1 228 17 233 250 489
03:45 PM 4 27 31 184 5 189 21 265 286 506
Total 6 61 67 730 14 744 62 922 984 1795
04:00 PM 1 9 10 194 5 199 12 229 241 450
04:15 PM 1 8 9 165 6 171 13 243 256 436
04:30 PM 2 8 10 141 2 143 15 252 267 420
04:45 PM 2 6 8 172 1 173 16 284 300 481
Total 6 31 37 672 14 686 56 1008 1064 1787
05:00 PM 4 5 9 170 3 173 10 276 286 468
05:15 PM 2 11 13 155 7 162 12 249 261 436
05:30 PM 1 2 3 138 4 142 15 236 251 396
05:45 PM 3 8 11 139 6 145 11 199 210 366
Total 10 26 36 602 20 622 48 960 1008 1666
06:00 PM 1 13 14 164 1 165 13 200 213 392
06:15 PM 1 8 9 165 4 169 8 172 180 358
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Knapp Drive
Southbound
Bobier Drive
Westbound
Bobier Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 06:30 PM 1 9 10 134 0 134 11 179 190 334
06:45 PM 1 10 11 131 0 131 20 169 189 331
Total 4 40 44 594 5 599 52 720 772 1415
07:00 PM 1 2 3 114 5 119 10 161 171 293
07:15 PM 2 3 5 123 5 128 7 121 128 261
07:30 PM 0 1 1 162 0 162 8 127 135 298
07:45 PM 0 2 2 150 4 154 6 108 114 270
Total 3 8 11 549 14 563 31 517 548 1122
08:00 PM 3 5 8 103 4 107 5 139 144 259
08:15 PM 3 3 6 82 0 82 11 113 124 212
08:30 PM 2 3 5 93 0 93 4 93 97 195
08:45 PM 0 2 2 76 2 78 9 119 128 208
Total 8 13 21 354 6 360 29 464 493 874
09:00 PM 2 6 8 63 0 63 11 132 143 214
09:15 PM 1 3 4 61 0 61 6 98 104 169
09:30 PM 0 0 0 55 1 56 9 76 85 141
09:45 PM 1 1 2 49 0 49 7 68 75 126
Total 4 10 14 228 1 229 33 374 407 650
10:00 PM 1 0 1 42 1 43 5 63 68 112
10:15 PM 0 1 1 40 0 40 3 54 57 98
10:30 PM 1 0 1 32 0 32 4 49 53 86
10:45 PM 0 1 1 31 2 33 2 33 35 69
Total 2 2 4 145 3 148 14 199 213 365
11:00 PM 0 0 0 23 0 23 6 28 34 57
11:15 PM 0 1 1 16 1 17 1 21 22 40
11:30 PM 0 0 0 13 1 14 0 17 17 31
11:45 PM 0 0 0 8 0 8 1 15 16 24
Total 0 1 1 60 2 62 8 81 89 152
Grand Total 123 576 699 9368 143 9511 560 10033 10593 20803 Apprch % 17.6 82.4 98.5 1.5 5.3 94.7
Total % 0.6 2.8 3.4 45 0.7 45.7 2.7 48.2 50.9
Knapp Drive
Southbound
Bobier Drive
Westbound
Bobier Drive
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 1 10 11 227 1 228 17 233 250 489
03:45 PM 4 27 31 184 5 189 21 265 286 506
04:00 PM 1 9 10 194 5 199 12 229 241 450
04:15 PM 1 8 9 165 6 171 13 243 256 436
Total Volume 7 54 61 770 17 787 63 970 1033 1881
% App. Total 11.5 88.5 97.8 2.2 6.1 93.9
PHF .438 .500 .492 .848 .708 .863 .750 .915 .903 .929
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Knapp Drive
Bobier Drive
Bobier Drive
Right
54 Left
7 InOut Total
80 61 141
Right
17 Thru
770
OutTotal In
977 787 1764
Left
63 Thru
970
TotalOut In
824 1033 1857
Peak Hour Begins at 03:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:45 AM 04:30 PM
+0 mins. 1 20 21 226 2 228 15 252 267
+15 mins. 4 21 25 170 1 171 16 284 300
+30 mins. 5 30 35 246 3 249 10 276 286
+45 mins. 9 28 37 212 4 216 12 249 261
Total Volume 19 99 118 854 10 864 53 1061 1114
% App. Total 16.1 83.9 98.8 1.2 4.8 95.2
PHF .528 .825 .797 .868 .625 .867 .828 .934 .928
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 01_VST_Knapp_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 5
City of Vista
N/S: Knapp Drive
E/W: Bobier Drive
Weather: Clear
Knapp Drive
Bobier Drive
Bobier Drive
Right
99 Left
19 In - Peak Hour: 07:00 AM
118
Right
10 Thru
854
In - Peak Hour: 07:45 AM
864
Left
53 Thru
1061
In - Peak Hour: 04:30 PM
1114
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
Location: Vista Date: 5/24/2023
N/S: Knapp Drive Day Wednesday
E/W: Bobier Drive
North Leg East Leg South Leg West Leg
Knapp Drive Bobier Drive Knapp Drive Bobier Drive
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
1000 1
0000 0
0000 0
1000 1
0000 0
3000 3
3000 3
1000 1
0000 0
0000 0
0000 0
0000 0
0000 0
5000 5
0000 0
1000 1
0000 0
0000 0
0000 0
0000 0
1000 1
0000 0
0000 0
1000 1
1000 1
0000 0
0100 1
0000 0
0000 0
0000 0
0000 0
1000 1
1000 1
1000 1
2000 2
1000 1
1000 1
1000 1
1000 1
0000 0
4000 4
2000 2
2000 2
1000 1
2000 2
6000 6
2000 2
3000 3
2000 2
0000 0
3000 3
2000 2
1000 1
0000 0
0000 0
0000 0
0000 0
0000 0
0100 1
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
57 2 0 0 59
11:15 PM
11:30 PM
11:45 PM
TOTA
L VOLUMES:
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
9:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
6:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
3:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
12:30 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
9:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
6:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
6:15 AM
3:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
3:15 AM
12:30 AM
PEDESTRIANS
Time TOTAL
12:00 AM
12:15 AM
05/26/2026
C8
Location: Date: 5/24/2023
N/S: Day: Wednesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000020000000 2
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000110 2
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
001000000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000010 1
001020000010 4
002020000020 6
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000010000000 1
000010000000 1
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000010 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
0040
1 3 0000190 2 7
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:15 PM
9:30 P
M
9:45 PM
10:00 PM
10:15 PM
10:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
12:15 AM
12:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Eastbound
Knapp Drive Bobier Drive Knapp Drive Bobier Drive
12:00 AM
Vista
Knapp Drive
Bobier Drive
BICYCLES
Southbound Westbound Northbound
05/26/2026
C8
File Name : 02_VST_Bobo_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
City of Vista
N/S: Bobolink Drive
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobolink Drive
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 12:00 AM 1 7 8 0 1 1 14 0 14 23
12:15 AM 0 9 9 0 1 1 7 0 7 17
12:30 AM 1 2 3 0 0 0 20 0 20 23
12:45 AM 0 7 7 0 0 0 9 0 9 16
Total 2 25 27 0 2 2 50 0 50 79
01:00 AM 0 12 12 0 0 0 9 0 9 21
01:15 AM 0 7 7 0 0 0 8 0 8 15
01:30 AM 0 3 3 0 0 0 13 0 13 16
01:45 AM 0 7 7 0 0 0 7 0 7 14
Total 0 29 29 0 0 0 37 0 37 66
02:00 AM 0 3 3 0 0 0 4 0 4 7
02:15 AM 0 7 7 0 0 0 5 0 5 12
02:30 AM 1 4 5 0 0 0 5 0 5 10
02:45 AM 0 5 5 2 2 4 6 0 6 15
Total 1 19 20 2 2 4 20 0 20 44
03:00 AM 0 3 3 0 0 0 3 0 3 6
03:15 AM 0 9 9 0 2 2 3 0 3 14
03:30 AM 1 13 14 0 1 1 3 0 3 18
03:45 AM 1 11 12 1 0 1 3 0 3 16
Total 2 36 38 1 3 4 12 0 12 54
04:00 AM 0 12 12 0 0 0 11 0 11 23
04:15 AM 1 17 18 0 0 0 4 0 4 22
04:30 AM 1 29 30 0 1 1 9 0 9 40
04:45 AM 0 42 42 3 0 3 13 1 14 59
Total 2 100 102 3 1 4 37 1 38 144
05:00 AM 0 55 55 2 2 4 20 0 20 79
05:15 AM 2 73 75 7 4 11 24 1 25 111
05:30 AM 2 107 109 4 6 10 41 1 42 161
05:45 AM 3 81 84 1 1 2 36 0 36 122
Total 7 316 323 14 13 27 121 2 123 473
06:00 AM 2 88 90 3 2 5 42 0 42 137
06:15 AM 0 124 124 6 4 10 52 4 56 190
06:30 AM 1 131 132 2 4 6 50 1 51 189
06:45 AM 2 145 147 7 6 13 71 2 73 233
Total 5 488 493 18 16 34 215 7 222 749
07:00 AM 4 169 173 1 12 13 69 1 70 256
07:15 AM 10 194 204 9 8 17 103 2 105 326
07:30 AM 8 231 239 13 6 19 126 1 127 385
07:45 AM 10 254 264 12 29 41 142 6 148 453
Total 32 848 880 35 55 90 440 10 450 1420
08:00 AM 8 183 191 6 20 26 274 8 282 499
08:15 AM 7 256 263 4 8 12 210 8 218 493
08:30 AM 10 234 244 7 7 14 151 5 156 414
08:45 AM 4 142 146 3 7 10 138 2 140 296
Total 29 815 844 20 42 62 773 23 796 1702
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 02_VST_Bobo_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
City of Vista
N/S: Bobolink Drive
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobolink Drive
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 09:00 AM 2 126 128 4 2 6 110 6 116 250
09:15 AM 3 120 123 4 4 8 106 4 110 241
09:30 AM 3 108 111 4 4 8 87 0 87 206
09:45 AM 1 120 121 1 9 10 112 1 113 244
Total 9 474 483 13 19 32 415 11 426 941
10:00 AM 5 117 122 1 3 4 110 4 114 240
10:15 AM 2 128 130 1 1 2 99 3 102 234
10:30 AM 2 105 107 3 1 4 95 4 99 210
10:45 AM 2 93 95 2 0 2 107 4 111 208
Total 11 443 454 7 5 12 411 15 426 892
11:00 AM 4 111 115 3 4 7 112 2 114 236
11:15 AM 1 113 114 3 5 8 120 2 122 244
11:30 AM 4 110 114 2 3 5 118 7 125 244
11:45 AM 2 96 98 3 4 7 116 3 119 224
Total 11 430 441 11 16 27 466 14 480 948
12:00 PM 3 109 112 1 4 5 114 3 117 234
12:15 PM 0 123 123 6 4 10 139 3 142 275
12:30 PM 1 115 116 2 3 5 133 3 136 257
12:45 PM 3 118 121 6 8 14 138 4 142 277
Total 7 465 472 15 19 34 524 13 537 1043
01:00 PM 1 125 126 1 1 2 122 3 125 253
01:15 PM 5 160 165 5 3 8 121 4 125 298
01:30 PM 0 146 146 2 5 7 117 4 121 274
01:45 PM 2 121 123 4 5 9 148 2 150 282
Total 8 552 560 12 14 26 508 13 521 1107
02:00 PM 2 164 166 5 10 15 121 5 126 307
02:15 PM 2 141 143 4 7 11 167 8 175 329
02:30 PM 7 142 149 9 5 14 194 9 203 366
02:45 PM 6 128 134 7 7 14 196 3 199 347
Total 17 575 592 25 29 54 678 25 703 1349
03:00 PM 12 141 153 11 8 19 207 6 213 385
03:15 PM 6 187 193 10 11 21 232 6 238 452
03:30 PM 18 219 237 6 18 24 214 9 223 484
03:45 PM 9 205 214 7 8 15 295 13 308 537
Total 45 752 797 34 45 79 948 34 982 1858
04:00 PM 11 195 206 3 10 13 227 7 234 453
04:15 PM 5 170 175 3 9 12 240 5 245 432
04:30 PM 6 159 165 4 3 7 267 7 274 446
04:45 PM 4 150 154 5 10 15 293 4 297 466
Total 26 674 700 15 32 47 1027 23 1050 1797
05:00 PM 5 188 193 6 14 20 280 8 288 501
05:15 PM 3 158 161 8 5 13 251 5 256 430
05:30 PM 3 149 152 3 12 15 248 7 255 422
05:45 PM 5 132 137 2 8 10 202 8 210 357
Total 16 627 643 19 39 58 981 28 1009 1710
06:00 PM 7 169 176 7 8 15 195 8 203 394
06:15 PM 8 152 160 3 3 6 177 5 182 348
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 02_VST_Bobo_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
City of Vista
N/S: Bobolink Drive
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobolink Drive
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 06:30 PM 4 128 132 5 10 15 178 7 185 332
06:45 PM 2 108 110 3 7 10 178 2 180 300
Total 21 557 578 18 28 46 728 22 750 1374
07:00 PM 4 106 110 2 7 9 160 6 166 285
07:15 PM 5 111 116 3 3 6 131 4 135 257
07:30 PM 12 144 156 2 5 7 116 7 123 286
07:45 PM 6 151 157 2 4 6 117 4 121 284
Total 27 512 539 9 19 28 524 21 545 1112
08:00 PM 5 105 110 1 9 10 120 10 130 250
08:15 PM 5 89 94 6 6 12 120 4 124 230
08:30 PM 0 98 98 2 5 7 98 4 102 207
08:45 PM 7 93 100 0 6 6 122 6 128 234
Total 17 385 402 9 26 35 460 24 484 921
09:00 PM 3 75 78 1 4 5 125 3 128 211
09:15 PM 0 68 68 0 1 1 106 1 107 176
09:30 PM 1 57 58 0 0 0 83 0 83 141
09:45 PM 1 51 52 0 0 0 77 2 79 131
Total 5 251 256 1 5 6 391 6 397 659
10:00 PM 1 46 47 0 1 1 64 1 65 113
10:15 PM 0 38 38 1 0 1 55 1 56 95
10:30 PM 2 35 37 0 1 1 52 0 52 90
10:45 PM 1 29 30 1 1 2 37 1 38 70
Total 4 148 152 2 3 5 208 3 211 368
11:00 PM 0 24 24 0 1 1 32 0 32 57
11:15 PM 1 17 18 0 0 0 22 0 22 40
11:30 PM 1 12 13 0 1 1 19 1 20 34
11:45 PM 1 7 8 0 1 1 14 0 14 23
Total 3 60 63 0 3 3 87 1 88 154
Grand Total 307 9581 9888 283 436 719 10061 296 10357 20964 Apprch % 3.1 96.9 39.4 60.6 97.1 2.9
Total % 1.5 45.7 47.2 1.3 2.1 3.4 48 1.4 49.4
Bobier Drive
Westbound
Bobolink Drive
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 6 187 193 10 11 21 232 6 238 452
03:30 PM 18 219 237 6 18 24 214 9 223 484
03:45 PM 9 205 214 7 8 15 295 13 308 537
04:00 PM 11 195 206 3 10 13 227 7 234 453
Total Volume 44 806 850 26 47 73 968 35 1003 1926
% App. Total 5.2 94.8 35.6 64.4 96.5 3.5
PHF .611 .920 .897 .650 .653 .760 .820 .673 .814 .897
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 02_VST_Bobo_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
City of Vista
N/S: Bobolink Drive
E/W: Bobier Drive
Weather: Clear
Bobier Drive
Bobier Drive
Bobolink Drive
Thru
806
Left
44 OutTotal In
1015 850 1865
Left
26 Right
47 Out TotalIn
79 73 152
Thru
968
Right
35 TotalOut In
832 1003 1835
Peak Hour Begins at 03:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 04:30 PM
+0 mins. 10 254 264 9 8 17 267 7 274
+15 mins. 8 183 191 13 6 19 293 4 297
+30 mins. 7 256 263 12 29 41 280 8 288
+45 mins. 10 234 244 6 20 26 251 5 256
Total Volume 35 927 962 40 63 103 1091 24 1115
% App. Total 3.6 96.4 38.8 61.2 97.8 2.2
PHF .875 .905 .911 .769 .543 .628 .931 .750 .939
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
Location: Vista Date: 5/24/2023
N/S: Bobolink Drive Day Wednesday
E/W: Bobier Drive
North Leg East Leg South Leg West Leg
Bobolink Drive Bobier Drive B obolink Drive Bobier Drive 0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0010 1
0000 0
0000 0
0010 1
0030 3
0030 3
1100 2
0000 0
1000 1
0010 1
0000 0
0000 0
0000 0
4000 4
1010 2
2000 2
0000 0
0000 0
1000 1
0020 2
1010 2
1010 2
1000 1
1000 1
1000 1
1000 1
1000 1
0020 2
0000 0
0010 1
2000 2
2020 4
2000 2
1020 3
1030 4
2000 2
1020 3
0040 4
2010 3
0000 0
3000 3
1010 2
3120 6
6030 9
2000 2
8010 9
4010 5
4010 5
0000 0
7010 8
3010 4
0010 1
1010 2
2000 2
1000 1
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
7 524 40 1 21
11:15 PM
11:30 PM
11:45 P
M
TOTAL VOLUMES:
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
9:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
6:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
3:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
12:30 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
9:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
6:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
6:15 AM
3:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
3:15 AM
12:30 AM
PEDESTRIANS
Time TOTAL
12:00 AM
12:15 AM
05/26/2026
C8
Location: Date: 5/24/2023
N/S: Day: Wednesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000010000020 3
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000010 1
000020000000 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000020000000 2
000010000000 1
000000000001 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000090000091
1 9
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:15 PM
9:30 P
M
9:45 PM
10:00 PM
10:15 PM
10:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
12:15 AM
12:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Eastbound
Bobolink Drive Bobier Drive Bobolink Drive Bobier Drive 12:00 AM
Vista
Bobolink Drive
Bobier Drive
BICYCLES
Southbound Westbound Northbound
05/26/2026
C8
File Name : 03_VST_Dor_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
City of Vista
N/S: Dorsey Way
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Dorsey Way
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 12:00 AM 1 6 7 0 1 1 15 0 15 23
12:15 AM 0 9 9 0 0 0 7 0 7 16
12:30 AM 0 5 5 0 0 0 18 0 18 23
12:45 AM 0 6 6 0 0 0 11 0 11 17
Total 1 26 27 0 1 1 51 0 51 79
01:00 AM 0 11 11 0 0 0 6 0 6 17
01:15 AM 0 7 7 0 0 0 8 0 8 15
01:30 AM 0 3 3 0 0 0 14 0 14 17
01:45 AM 0 7 7 0 0 0 5 1 6 13
Total 0 28 28 0 0 0 33 1 34 62
02:00 AM 0 3 3 0 0 0 5 0 5 8
02:15 AM 0 6 6 1 0 1 4 1 5 12
02:30 AM 0 6 6 0 0 0 4 0 4 10
02:45 AM 0 4 4 0 0 0 5 0 5 9
Total 0 19 19 1 0 1 18 1 19 39
03:00 AM 0 1 1 0 0 0 4 0 4 5
03:15 AM 0 8 8 0 0 0 5 0 5 13
03:30 AM 0 14 14 0 0 0 4 0 4 18
03:45 AM 0 10 10 0 0 0 4 0 4 14
Total 0 33 33 0 0 0 17 0 17 50
04:00 AM 0 12 12 0 0 0 11 0 11 23
04:15 AM 0 18 18 1 0 1 3 0 3 22
04:30 AM 0 26 26 0 0 0 11 0 11 37
04:45 AM 1 42 43 0 3 3 14 0 14 60
Total 1 98 99 1 3 4 39 0 39 142
05:00 AM 0 51 51 0 1 1 21 0 21 73
05:15 AM 1 71 72 1 1 2 25 0 25 99
05:30 AM 0 92 92 0 0 0 51 0 51 143
05:45 AM 0 78 78 0 1 1 38 0 38 117
Total 1 292 293 1 3 4 135 0 135 432
06:00 AM 0 79 79 0 3 3 46 0 46 128
06:15 AM 0 112 112 1 2 3 58 0 58 173
06:30 AM 0 132 132 0 1 1 55 0 55 188
06:45 AM 2 140 142 0 1 1 78 0 78 221
Total 2 463 465 1 7 8 237 0 237 710
07:00 AM 2 173 175 0 2 2 82 1 83 260
07:15 AM 4 185 189 2 4 6 118 1 119 314
07:30 AM 4 225 229 0 6 6 138 1 139 374
07:45 AM 31 219 250 0 44 44 191 0 191 485
Total 41 802 843 2 56 58 529 3 532 1433
08:00 AM 2 178 180 1 7 8 276 1 277 465
08:15 AM 5 246 251 0 3 3 205 0 205 459
08:30 AM 1 220 221 2 3 5 152 2 154 380
08:45 AM 5 146 151 0 1 1 133 1 134 286
Total 13 790 803 3 14 17 766 4 770 1590
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 03_VST_Dor_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
City of Vista
N/S: Dorsey Way
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Dorsey Way
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 09:00 AM 0 129 129 1 3 4 99 1 100 233
09:15 AM 0 151 151 1 6 7 102 0 102 260
09:30 AM 0 103 103 0 1 1 90 0 90 194
09:45 AM 0 124 124 0 3 3 119 0 119 246
Total 0 507 507 2 13 15 410 1 411 933
10:00 AM 2 125 127 2 2 4 109 0 109 240
10:15 AM 1 100 101 1 2 3 103 0 103 207
10:30 AM 1 110 111 2 1 3 92 0 92 206
10:45 AM 0 88 88 0 2 2 105 1 106 196
Total 4 423 427 5 7 12 409 1 410 849
11:00 AM 1 118 119 1 3 4 119 0 119 242
11:15 AM 2 103 105 1 4 5 117 0 117 227
11:30 AM 1 102 103 1 0 1 124 1 125 229
11:45 AM 5 97 102 1 0 1 112 1 113 216
Total 9 420 429 4 7 11 472 2 474 914
12:00 PM 3 105 108 0 0 0 123 1 124 232
12:15 PM 1 111 112 0 5 5 137 2 139 256
12:30 PM 0 115 115 1 3 4 131 0 131 250
12:45 PM 1 123 124 0 1 1 140 0 140 265
Total 5 454 459 1 9 10 531 3 534 1003
01:00 PM 1 128 129 0 1 1 120 0 120 250
01:15 PM 2 146 148 1 3 4 121 0 121 273
01:30 PM 2 141 143 0 1 1 125 2 127 271
01:45 PM 12 115 127 1 3 4 153 1 154 285
Total 17 530 547 2 8 10 519 3 522 1079
02:00 PM 6 152 158 0 2 2 115 4 119 279
02:15 PM 8 130 138 0 16 16 166 5 171 325
02:30 PM 12 136 148 0 28 28 187 7 194 370
02:45 PM 4 133 137 0 2 2 191 0 191 330
Total 30 551 581 0 48 48 659 16 675 1304
03:00 PM 4 144 148 1 1 2 198 2 200 350
03:15 PM 2 178 180 0 9 9 220 1 221 410
03:30 PM 8 219 227 2 4 6 242 1 243 476
03:45 PM 8 188 196 0 4 4 270 2 272 472
Total 22 729 751 3 18 21 930 6 936 1708
04:00 PM 1 196 197 0 2 2 226 1 227 426
04:15 PM 2 168 170 2 0 2 229 4 233 405
04:30 PM 3 142 145 1 7 8 252 0 252 405
04:45 PM 4 165 169 1 5 6 284 0 284 459
Total 10 671 681 4 14 18 991 5 996 1695
05:00 PM 6 179 185 0 5 5 288 0 288 478
05:15 PM 5 156 161 0 6 6 255 0 255 422
05:30 PM 2 146 148 1 3 4 244 0 244 396
05:45 PM 4 142 146 0 1 1 203 0 203 350
Total 17 623 640 1 15 16 990 0 990 1646
06:00 PM 3 167 170 0 6 6 185 0 185 361
06:15 PM 4 165 169 0 3 3 181 0 181 353
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 03_VST_Dor_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
City of Vista
N/S: Dorsey Way
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Dorsey Way
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 06:30 PM 2 131 133 1 0 1 180 3 183 317
06:45 PM 1 122 123 4 3 7 171 0 171 301
Total 10 585 595 5 12 17 717 3 720 1332
07:00 PM 0 123 123 0 0 0 154 0 154 277
07:15 PM 4 119 123 0 1 1 134 0 134 258
07:30 PM 1 161 162 0 1 1 112 0 112 275
07:45 PM 3 153 156 0 1 1 116 1 117 274
Total 8 556 564 0 3 3 516 1 517 1084
08:00 PM 3 105 108 1 3 4 134 0 134 246
08:15 PM 3 79 82 0 3 3 124 0 124 209
08:30 PM 1 95 96 0 0 0 91 0 91 187
08:45 PM 1 76 77 0 2 2 112 1 113 192
Total 8 355 363 1 8 9 461 1 462 834
09:00 PM 3 61 64 0 0 0 128 0 128 192
09:15 PM 0 64 64 0 0 0 105 0 105 169
09:30 PM 0 55 55 0 0 0 78 0 78 133
09:45 PM 0 46 46 0 0 0 73 0 73 119
Total 3 226 229 0 0 0 384 0 384 613
10:00 PM 0 43 43 0 0 0 62 0 62 105
10:15 PM 0 38 38 0 0 0 51 0 51 89
10:30 PM 0 35 35 0 0 0 46 0 46 81
10:45 PM 0 31 31 0 0 0 33 0 33 64
Total 0 147 147 0 0 0 192 0 192 339
11:00 PM 0 22 22 0 0 0 27 0 27 49
11:15 PM 0 19 19 0 0 0 18 0 18 37
11:30 PM 0 14 14 0 0 0 16 0 16 30
11:45 PM 0 9 9 0 0 0 15 0 15 24
Total 0 64 64 0 0 0 76 0 76 140
Grand Total 202 9392 9594 37 246 283 10082 51 10133 20010 Apprch % 2.1 97.9 13.1 86.9 99.5 0.5
Total % 1 46.9 47.9 0.2 1.2 1.4 50.4 0.3 50.6
Bobier Drive
Westbound
Dorsey Way
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 31 219 250 0 44 44 191 0 191 485
08:00 AM 2 178 180 1 7 8 276 1 277 465
08:15 AM 5 246 251 0 3 3 205 0 205 459
08:30 AM 1 220 221 2 3 5 152 2 154 380
Total Volume 39 863 902 3 57 60 824 3 827 1789
% App. Total 4.3 95.7 5 95 99.6 0.4
PHF .315 .877 .898 .375 .324 .341 .746 .375 .746 .922
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 03_VST_Dor_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
City of Vista
N/S: Dorsey Way
E/W: Bobier Drive
Weather: Clear
Bobier Drive
Bobier Drive
Dorsey Way
Thru
863
Left
39 OutTotal In
881 902 1783
Left
3 Right
57 Out TotalIn
42 60 102
Thru
824
Right
3 TotalOut In
866 827 1693
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 04:30 PM
+0 mins. 4 225 229 2 4 6 252 0 252
+15 mins. 31 219 250 0 6 6 284 0 284
+30 mins. 2 178 180 0 44 44 288 0 288
+45 mins. 5 246 251 1 7 8 255 0 255
Total Volume 42 868 910 3 61 64 1079 0 1079
% App. Total 4.6 95.4 4.7 95.3 100 0
PHF .339 .882 .906 .375 .347 .364 .937 .000 .937
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
Location: Vista Date: 5/24/2023
N/S: Dorsey Way Day Wednesday
E/W: Bobier Drive
North Leg East Leg South Leg West Leg
Dorsey Way Bobier Drive Dorsey Way Bobier Drive
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0020 2
0011 2
0022 4
0011 2
0022 4
00 1 3 6 19
0020 2
0000 0
0000 0
0000 0
0010 1
0000 0
0000 0
0011 2
0021 3
0000 0
0011 2
0000 0
0020 2
0000 0
0010 1
0021 3
0011 2
0000 0
0100 1
0011 2
0000 0
0032 5
0010 1
0000 0
0080 8
00 30 4 34
0070 7
0010 1
0041 5
0000 0
0070 7
0010 1
0010 1
0001 1
0024 6
0030 3
0032 5
0022 4
0021 3
0022 4
0010 1
0042 6
0000 0
0011 2
0052 7
0000 0
0020 2
0011 2
0010 1
0010 1
0021 3
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 1 130 44 175
11:15 PM
11:30 PM
11:45 PM
TOTA
L VOLUMES:
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
9:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
6:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
3:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
12:30 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
9:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
6:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
6:15 AM
3:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
3:15 AM
12:30 AM
PEDESTRIANS
Time TOTAL
12:00 AM
12:15 AM
05/26/2026
C8
Location: Date: 5/24/2023
N/S: Day: Wednesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000001 1
000000000000 0
000000000010 1
000000000000 0
000000000010 1
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000010 1
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000001000 1
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000001010 2
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
0000600020
1 0 1 1 9
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:15 PM
9:30 P
M
9:45 PM
10:00 PM
10:15 PM
10:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
12:15 AM
12:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Eastbound
Dorsey Way Bobier Drive Dorsey Way Bobier Drive
12:00 AM
Vista
Dorsey Way
Bobier Drive
BICYCLES
Southbound Westbound Northbound
05/26/2026
C8
File Name : 04_VST_SF_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
City of Vista
N/S: Santa Fe Avenue
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Santa Fe Avenue
Southbound
Bobier Drive
Westbound
Santa Fe Avenue
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:00 AM 3 5 1 9 4 4 2 10 0 15 1 16 6 6 4 16 51
12:15 AM 2 6 1 9 5 6 0 11 1 9 6 16 2 4 5 11 47
12:30 AM 1 6 2 9 5 2 2 9 1 5 0 6 2 11 4 17 41
12:45 AM 0 4 0 4 0 5 0 5 1 6 2 9 2 4 4 10 28
Total 6 21 4 31 14 17 4 35 3 35 9 47 12 25 17 54 167
01:00 AM 1 2 2 5 2 6 1 9 1 2 3 6 2 4 0 6 26
01:15 AM 1 3 4 8 5 3 1 9 0 5 1 6 3 6 0 9 32
01:30 AM 0 2 0 2 1 2 0 3 0 8 2 10 2 10 0 12 27
01:45 AM 0 2 0 2 2 5 2 9 1 4 2 7 1 5 0 6 24
Total 2 9 6 17 10 16 4 30 2 19 8 29 8 25 0 33 109
02:00 AM 4 1 0 5 1 2 2 5 1 2 1 4 1 3 2 6 20
02:15 AM 0 3 1 4 2 5 0 7 0 3 3 6 0 4 0 4 21
02:30 AM 0 0 1 1 2 4 0 6 2 2 0 4 0 4 0 4 15
02:45 AM 4 1 0 5 2 4 1 7 0 3 1 4 1 1 3 5 21
Total 8 5 2 15 7 15 3 25 3 10 5 18 2 12 5 19 77
03:00 AM 1 2 0 3 0 1 1 2 0 1 0 1 1 2 2 5 11
03:15 AM 2 3 3 8 0 5 1 6 2 3 2 7 1 4 0 5 26
03:30 AM 2 2 2 6 3 12 0 15 1 4 0 5 1 2 0 3 29
03:45 AM 0 5 4 9 4 5 2 11 1 5 3 9 0 3 1 4 33
Total 5 12 9 26 7 23 4 34 4 13 5 22 3 11 3 17 99
04:00 AM 1 5 5 11 4 5 0 9 2 6 4 12 3 7 1 11 43
04:15 AM 2 13 5 20 6 12 4 22 2 9 5 16 0 1 1 2 60
04:30 AM 3 19 6 28 16 14 4 34 2 11 3 16 1 9 1 11 89
04:45 AM 7 24 8 39 9 25 6 40 4 15 2 21 2 6 8 16 116
Total 13 61 24 98 35 56 14 105 10 41 14 65 6 23 11 40 308 05:00 AM 14 20 14 48 8 33 4 45 3 17 6 26 4 13 6 23 142
05:15 AM 17 30 20 67 10 37 5 52 10 23 11 44 5 15 7 27 190 05:30 AM 18 60 20 98 30 58 9 97 12 22 18 52 4 36 11 51 298 05:45 AM 18 53 19 90 29 41 16 86 12 44 14 70 4 29 11 44 290 Total 67 163 73 303 77 169 34 280 37 106 49 192 17 93 35 145 920 06:00 AM 22 64 18 104 25 54 9 88 9 48 16 73 10 32 12 54 319 06:15 AM 13 58 24 95 23 71 8 102 18 52 13 83 11 39 6 56 336 06:30 AM 17 95 39 151 34 78 17 129 19 66 16 101 12 42 12 66 447 06:45 AM 21 96 35 152 33 80 24 137 21 56 19 96 8 56 14 78 463 Total 73 313 116 502 115 283 58 456 67 222 64 353 41 169 44 254 1565 07:00 AM 28 98 50 176 33 100 24 157 22 71 33 126 13 53 12 78 537 07:15 AM 38 152 40 230 52 135 34 221 28 70 28 126 18 81 22 121 698 07:30 AM 37 117 51 205 43 149 30 222 53 90 21 164 37 87 39 163 754 07:45 AM 48 138 61 247 46 148 32 226 54 75 29 158 49 133 61 243 874 Total 151 505 202 858 174 532 120 826 157 306 111 574 117 354 134 605 2863 08:00 AM 65 161 44 270 47 101 28 176 37 126 64 227 58 171 55 284 957 08:15 AM 63 127 55 245 72 152 21 245 49 95 74 218 28 175 20 223 931 08:30 AM 42 191 48 281 56 134 41 231 34 77 37 148 27 114 26 167 827 08:45 AM 54 119 25 198 39 102 28 169 29 67 23 119 18 97 37 152 638 Total 224 598 172 994 214 489 118 821 149 365 198 712 131 557 138 826 3353 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 04_VST_SF_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
City of Vista
N/S: Santa Fe Avenue
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Santa Fe Avenue
Southbound
Bobier Drive
Westbound
Santa Fe Avenue
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 09:00 AM 42 90 28 160 46 66 25 137 27 49 24 100 16 70 19 105 502 09:15 AM 17 64 29 110 21 80 22 123 28 47 16 91 17 74 16 107 431 09:30 AM 26 75 21 122 28 65 17 110 13 47 29 89 12 79 16 107 428 09:45 AM 17 49 37 103 29 69 17 115 20 41 27 88 17 79 25 121 427 Total 102 278 115 495 124 280 81 485 88 184 96 368 62 302 76 440 1788 10:00 AM 21 48 23 92 24 77 14 115 25 42 24 91 22 85 25 132 430 10:15 AM 15 54 24 93 33 56 14 103 22 45 21 88 18 62 25 105 389 10:30 AM 19 57 28 104 32 65 20 117 27 56 17 100 18 63 22 103 424 10:45 AM 24 63 9 96 23 64 20 107 23 69 21 113 16 72 18 106 422 Total 79 222 84 385 112 262 68 442 97 212 83 392 74 282 90 446 1665 11:00 AM 29 73 17 119 31 77 13 121 28 57 20 105 24 79 29 132 477 11:15 AM 22 71 24 117 39 61 30 130 27 56 20 103 21 67 28 116 466 11:30 AM 22 56 17 95 38 70 26 134 28 45 21 94 28 88 36 152 475 11:45 AM 33 59 16 108 41 63 18 122 25 55 29 109 27 77 26 130 469 Total 106 259 74 439 149 271 87 507 108 213 90 411 100 311 119 530 1887 12:00 PM 17 61 20 98 28 73 27 128 29 65 34 128 27 80 25 132 486 12:15 PM 24 55 20 99 19 71 23 113 30 83 19 132 27 94 33 154 498 12:30 PM 29 69 20 118 34 75 28 137 32 53 22 107 18 93 28 139 501 12:45 PM 34 66 20 120 19 78 23 120 27 56 27 110 24 95 24 143 493 Total 104 251 80 435 100 297 101 498 118 257 102 477 96 362 110 568 1978 01:00 PM 31 72 13 116 32 95 22 149 19 55 25 99 26 86 17 129 493 01:15 PM 24 67 18 109 58 105 32 195 45 67 26 138 26 71 39 136 578 01:30 PM 34 68 22 124 33 96 23 152 36 63 20 119 14 80 27 121 516 01:45 PM 31 78 26 135 35 64 29 128 41 81 23 145 11 95 34 140 548 Total 120 285 79 484 158 360 106 624 141 266 94 501 77 332 117 526 2135 02:00 PM 26 67 32 125 36 99 42 177 35 59 22 116 16 90 19 125 543 02:15 PM 22 74 22 118 40 86 35 161 45 71 33 149 39 101 34 174 602 02:30 PM 34 64 30 128 50 93 31 174 45 95 45 185 42 135 71 248 735 02:45 PM 30 60 24 114 35 82 25 142 36 97 50 183 37 140 46 223 662 Total 112 265 108 485 161 360 133 654 161 322 150 633 134 466 170 770 2542 03:00 PM 40 73 23 136 43 99 41 183 29 134 46 209 35 139 24 198 726 03:15 PM 46 95 21 162 39 124 48 211 42 145 62 249 45 138 41 224 846 03:30 PM 39 96 41 176 55 134 45 234 36 126 33 195 50 134 44 228 833 03:45 PM 53 181 57 291 54 97 44 195 44 152 41 237 58 185 48 291 1014 Total 178 445 142 765 191 454 178 823 151 557 182 890 188 596 157 941 3419 04:00 PM 56 163 56 275 48 107 54 209 40 139 51 230 53 117 40 210 924 04:15 PM 45 109 33 187 44 90 26 160 56 126 47 229 41 152 37 230 806 04:30 PM 44 95 27 166 46 82 50 178 47 128 43 218 53 159 39 251 813 04:45 PM 44 87 26 157 38 116 51 205 42 107 74 223 50 190 54 294 879 Total 189 454 142 785 176 395 181 752 185 500 215 900 197 618 170 985 3422 05:00 PM 57 106 28 191 50 108 40 198 58 111 76 245 56 185 50 291 925 05:15 PM 46 103 22 171 51 98 49 198 43 101 50 194 49 187 42 278 841 05:30 PM 58 104 19 181 32 90 35 157 31 129 52 212 46 168 34 248 798 05:45 PM 48 87 16 151 30 95 32 157 41 114 39 194 37 134 40 211 713 Total 209 400 85 694 163 391 156 710 173 455 217 845 188 674 166 1028 3277 06:00 PM 39 81 34 154 53 91 45 189 44 98 51 193 38 126 34 198 734 06:15 PM 38 57 21 116 38 107 34 179 51 104 54 209 37 123 30 190 694 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8
File Name : 04_VST_SF_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
City of Vista
N/S: Santa Fe Avenue
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Santa Fe Avenue
Southbound
Bobier Drive
Westbound
Santa Fe Avenue
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 06:30 PM 41 67 13 121 42 77 22 141 42 99 36 177 35 118 44 197 636 06:45 PM 37 61 13 111 33 66 30 129 36 90 27 153 23 86 47 156 549 Total 155 266 81 502 166 341 131 638 173 391 168 732 133 453 155 741 2613 07:00 PM 33 59 26 118 31 61 19 111 27 92 31 150 32 112 23 167 546 07:15 PM 30 58 10 98 59 89 24 172 36 86 36 158 28 78 32 138 566 07:30 PM 37 55 15 107 75 120 46 241 31 78 18 127 33 68 24 125 600 07:45 PM 19 51 9 79 84 124 24 232 31 77 24 132 24 74 31 129 572 Total 119 223 60 402 249 394 113 756 125 333 109 567 117 332 110 559 2284 08:00 PM 19 46 18 83 38 63 22 123 25 70 21 116 24 89 26 139 461 08:15 PM 33 55 8 96 30 59 28 117 22 58 24 104 27 79 27 133 450 08:30 PM 23 55 5 83 26 60 28 114 28 57 24 109 18 61 21 100 406 08:45 PM 11 24 5 40 14 59 17 90 15 46 18 79 16 76 12 104 313 Total 86 180 36 302 108 241 95 444 90 231 87 408 85 305 86 476 1630 09:00 PM 14 29 1 44 20 45 12 77 18 39 21 78 11 83 16 110 309 09:15 PM 9 23 3 35 17 43 19 79 13 33 16 62 15 81 11 107 283 09:30 PM 10 19 2 31 12 35 13 60 16 28 19 63 18 45 18 81 235 09:45 PM 7 20 1 28 16 29 14 59 11 26 15 52 12 49 12 73 212 Total 40 91 7 138 65 152 58 275 58 126 71 255 56 258 57 371 1039 10:00 PM 6 17 6 29 10 26 9 45 9 21 12 42 9 45 9 63 179
10:15 PM 5 14 2 21 13 29 7 49 10 27 16 53 13 22 13 48 171 10:30 PM 7 21 4 32 9 21 12 42 6 20 10 36 8 23 10 41 151 10:45 PM 3 16 1 20 6 20 6 32 7 17 13 37 4 26 8 38 127
Total 21 68 13 102 38 96 34 168 32 85 51 168 34 116 40 190 628 11:00 PM 6 11 3 20 8 16 8 32 5 16 9 30 6 11 6 23 105
11:15 PM 5 12 2 19 5 11 7 23 5 12 5 22 6 10 7 23 87
11:30 PM 4 9 1 14 4 9 4 17 3 13 4 20 7 5 5 17 68
11:45 PM 2 6 2 10 5 5 3 13 2 12 2 16 5 4 6 15 54
Total 17 38 8 63 22 41 22 85 15 53 20 88 24 30 24 78 314 Grand Total 2186 5412 1722 9320 2635 5935 1903 10473 2147 5302 2198 9647 1902 6706 2034 10642 40082 Apprch % 23.5 58.1 18.5 25.2 56.7 18.2 22.3 55 22.8 17.9 63 19.1 Total % 5.5 13.5 4.3 23.3 6.6 14.8 4.7 26.1 5.4 13.2 5.5 24.1 4.7 16.7 5.1 26.6 Santa Fe Avenue
Southbound
Bobier Drive
Westbound
Santa Fe Avenue
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 46 95 21 162 39 124 48 211 42 145 62 249 45 138 41 224 846 03:30 PM 39 96 41 176 55 134 45 234 36 126 33 195 50 134 44 228 833 03:45 PM 53 181 57 291 54 97 44 195 44 152 41 237 58 185 48 291 1014 04:00 PM 56 163 56 275 48 107 54 209 40 139 51 230 53 117 40 210 924 Total Volume 194 535 175 904 196 462 191 849 162 562 187 911 206 574 173 953 3617 % App. Total 21.5 59.2 19.4 23.1 54.4 22.5 17.8 61.7 20.5 21.6 60.2 18.2 PHF .866 .739 .768 .777 .891 .862 .884 .907 .920 .924 .754 .915 .888 .776 .901 .819 .892 Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8