Vista City Council
May 26, 2026

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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

22.1 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 this Contract or its performance, 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”).

22.2 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.

22.3 Contractor’s costs of defense shall not exceed Contractor’s proportionate percentage of fault as adjudicated by a court of law, as required by California Civil Code section 2782.8.

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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 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 05/26/2026
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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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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 CONLEY, CITY MANAGER
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:

“Contractor”

NAMEX, statusx

By:

Name/Title

By:

Name/Title

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00034875 3 Exhibit A

EXHIBIT A

REQUEST FOR PROPOSALS

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00034875 3 Exhibit B

EXHIBIT B
CONTRACTOR’S PROPOSAL

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00034875 3 Exhibit C, Page 1 of 3

EXHIBIT C

INSURANCE REQUIREMENTS
Contractor shall procure and maintain for the duration of the contract, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. Nothing in these provisions shall limit Contractor’s Duty of Indemnification.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (“CGL”): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products, completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.

Contractor shall also provide the additional coverages checked below and at least as broad as:

4. Professional Liability, with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

If the Contractor maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either: the Contractor shall cause the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration, and defense expenses.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of with respect 05/26/2026
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to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used), unless otherwise approved in advance by City.

2. For any claims related to this Project, the Contractor’s insurance coverage shall be primary insurance as respects City, its officers, officials, employees, and volunteers.

Any insurance or self-insurance maintained by City, its officers, officials, employees, and volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to City.

Claims Made Policies
If any coverage required is written on a claims-made coverage form:

1. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.

4. A copy of the claims reporting requirements must be submitted to City for review.

Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to City.

Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of City for all work performed by the Contractor, its employees, agents and subcontractors.

Verification of Coverage
Contractor shall furnish City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. City reserves the right to require 05/26/2026
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00034875 3 Exhibit C, Page 3 of 3
complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format least as broad as CG 20 38 04 13.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.

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00034875 3 Exhibit D

AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS [Labor Code §§ 1720, 1771.1, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 3700] The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following provisions of California law:

1. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

2. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency (“Agency”) and agrees to be bound by all the provisions thereof as though set forth in full herein.

3. Contractor agrees to comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.

4. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor.

5. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the Agency of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors.

6. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors.

7. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the Agency, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code.

8. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker’s compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Signature Date
Name/Title Company:
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00034875 3 Exhibit E

EXHIBIT E

SPECIAL PROVISIONS
This Contract is subject to the following provisions, if checked:

1. State of California grant conditions, as attached.

2. Federal grant conditions, as attached.

3. Other conditions, as attached.

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PUBLIC WORKS REQUIREMENTS
Any subcontract entered into as a result of the Agreement, shall contain all the provisions of these Public Works Requirements. Use of the term “Contractor” herein shall refer to “Grantee and its third-party contractors” as defined in the Agreement and use of the term “Contract” herein shall refer to the “Agreement”.
7 1.01A LABOR CODE REQUIREMENTS
7 1.01A(1) HOURS OF LABOR
Eight (8) hours labor constitutes a legal day’s work. The Contractor or any subcontractor under the Contractor shall forfeit, as a penalty to SANDAG, twenty five dollars ($25) for each worker employed in the execution of the Contract by the respective Contractor or subcontractor for each calendar day during which that worker is required or permitted to work more than 8 hours in any one calendar day and forty (40) hours in any one calendar week in violation of the requirements of the Labor Code, and in particular, §§1810 - 1815, thereof, inclusive, except that work performed by employees of Contractors in excess of eight (8) hours per day, and forty (40) hours during any one week, shall be permitted upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one half times the basic rate of pay, as provided in §1815 thereof.
7 1.01A(2) PREVAILING WAGE
The Contractor shall pay wage rates consistent with the State of California Labor Code and the California Department of Industrial Relations.

The wage rates determined by the Director of Industrial Relations can be found in the State Prevailing Wage Rates. If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this Contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this Contract in the same manner as if it had been published in said publication. If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of this Contract, each successive predetermined wage rate shall apply to this Contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rates expires during the life of this Contract, such wage rate shall apply to the balance of the Contract.

Contractor and any subcontractor under Contractor shall comply with Labor Code §§1774 and 1775.

Pursuant to Section 1775, the Contractor and any subcontractor under the Contractor shall forfeit to SANDAG a penalty of not more than two-hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the Contract by the Contractor or by any subcontractor under the Contractor in violation of the requirements of the Labor Code and in particular, Labor Code §§ 1770 to 1780, inclusive. The amount of this forfeiture shall be determined by the Labor Commissioner and shall be based on consideration of the mistake, inadvertence, or neglect of the Contractor or subcontractor in failing to pay the correct rate of prevailing wages, or the previous record of the Contractor or subcontractor in meeting their respective prevailing wage obligations, or the willful failure by the Contractor or subcontractor to pay the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct rate of prevailing wages is not excusable if the Contractor or subcontractor had knowledge of the obligations under the Labor Code. In addition to the penalty and pursuant to Labor Code §1775, the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each 05/26/2026
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worker was paid less than the prevailing wage rate shall be paid to each worker by the Contractor or subcontractor. If a worker employed by a subcontractor on a public works project is not paid the general prevailing per diem wages by the subcontractor, the prime contractor of the project is not liable for the penalties described above unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:

A. The contract executed between Contractor and the subcontractor for the performance of work on the Project shall include a copy of the requirements in §§1720.9, 1771, 1775, 1776, 1777.5, 1813, and 1815 of the Labor Code.

B. Contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.

C. Upon becoming aware of the subcontractor’s failure to pay the specified prevailing rate of wages to the subcontractor’s workers, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.

D. Prior to making final payment to the subcontractor for work performed on the public works project, Contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to the subcontractor’s employees on the public works project and any amounts due pursuant to Section 1813 of the Labor Code.

Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify a contractor on a public works project within fifteen (15) days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages. If the Division of Labor Standards Enforcement determines that employees of a subcontractor were not paid the general prevailing rate of per diem wages and if SANDAG did not retain sufficient money under the Contract to pay those employees the balance of wages owed under the general prevailing rate of per diem wages, Contractor shall withhold an amount of moneys due the subcontractor sufficient to pay those employees the general prevailing rate of per diem wages if requested by the Division of Labor Standards Enforcement. Contractor shall pay any money retained from and owed to a subcontractor upon receipt of notification by the Division of Labor Standards Enforcement that the wage complaint has been resolved. If notice of the resolution of the wage complaint has not been received by the Contractor within 180 days of the filing of a valid notice of completion or acceptance of the public works project, whichever occurs later, Contractor shall pay all moneys retained from the subcontractor to SANDAG. These moneys shall be retained by SANDAG pending the final decision of an enforcement action.

Pursuant to the requirements in Labor Code §1773, SANDAG has obtained the general prevailing rate of wages (which rate includes employer payments for health and welfare, pension, vacation, travel time and subsistence pay as provided for in Labor Code §1773.1, apprenticeship or other training programs authorized by Labor Code §3093, and similar purposes) applicable to the work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

The general prevailing wage rates and any applicable changes to these wage rates are available at the Labor Compliance Office at the offices of the District Director of Transportation for the district of Caltrans in which the work is situated or at the California Department of Industrial Relations’ website at:
http://www.dir.ca.gov.
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The wage rates determined by the Director of Industrial Relations for the project refer to expiration dates.

Prevailing wage determinations with a single asterisk after the expiration date are in effect on the date of advertisement for Bids and are good for the life of the Contract. Prevailing wage determinations with double asterisks after the expiration date indicate that the wage rate to be paid for work performed after this date has been determined. If work is to extend past this date, the new rate shall be paid and incorporated in the Contract. The Contractor shall contact the Department of Industrial Relations as indicated in the wage rate determinations to obtain predetermined wage changes.

Pursuant to §1773.2 of the Labor Code, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the Work.

Changes in general prevailing wage determinations that conform to Labor Code §1773.6 and Title 8 California Code of Regulations §16204 shall apply to the Project when issued by the Director of Industrial Relations at least ten (10) days prior to the date of the Notice to Contractors for the Project.

Pursuant to Labor Code §1720.9, “public works” shall include the hauling and delivery of ready-mixed concrete to carry out a public works contract for SANDAG. 7 1.01A(2)(A) TRAVEL AND SUBSISTENCE PAYMENTS
Contractor shall make travel and subsistence payments to each workman, needed to execute the Work, in conformance with the requirements in Labor Code Section 1773.1. 7 1.01A(3)(A) PAYROLL RECORDS – LABOR CODE REQUIREMENTS Attention is directed to the requirements in Labor Code §1776, a portion of which is quoted below.

Regulations implementing Labor Code §1776 are located in §§16200 et seq. of Title 8, California Code of Regulations.
“(a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, last 4 digits of social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:
(1) The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1720.9, 1771, 1811, and 1815 of the Labor Code for any work performed by its employees on the public works project. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis:
(1) A certified copy of an employee’s payroll record shall be made available for inspection or furnished to the employee or their authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations.
(3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of 05/26/2026
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Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated in a manner so as to prevent disclosure of an individual’s name, address and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated.
(f) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address. (g) The contractor or subcontractor shall have 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the ten (10) day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit one hundred dollars ($100) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section.”
The penalties specified in subdivision (h) of Labor Code Section 1776 for noncompliance with the requirements in Section 1776 may be deducted from any moneys due or which may become due to the Contractor.

A copy of all payrolls shall be uploaded weekly to the SANDAG Labor Compliance Monitoring System (LCMS) no later than ten calendar days after the payroll week end date. Payrolls shall contain the full name, address and Social Security number of each employee, the employee’s correct classification, rate of pay, daily and weekly number of hours worked, itemized deductions made and actual wages paid.

They shall also indicate apprentices and ratio of apprentices to journeymen. The employee’s address and social security number must be entered on all payrolls. The payroll shall be accompanied by a “Statement of Compliance” signed by the employer or the employer’s agent indicating that the payrolls are correct and complete and that the wage rates contained therein are not less than those required by the Contract.

The “Statement of Compliance” shall be on forms furnished by SANDAG or on any form with identical wording. The Contractor shall be responsible to ensure submission of subcontractor payrolls in the LCMS and the Department of Industrial Relations (DIR) eCPR systems. In addition, the contractor is responsible for maintaining physical copies of all (prime/subcontractor) payrolls for DIR auditing purposes.

Submitted certified payrolls for hauling and delivering ready-mix concrete must be accompanied by a written time record. The time record must include the following information and be uploaded to LCMS:
• Truck driver’s full name
• Name and location of the batch plant
• Time the concrete was loaded
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• Time the truck returned to the batch plant
• Truck driver’s signature certifying under penalty of perjury that the information contained in it is true and correct.

The Contractor and each subcontract shall preserve their payroll records for a period of three (3) years from the date of completion of the Contract.
7 1.01A(3)(B) PAYROLL RECORDS – ADDITIONAL REQUIREMENTS The Contractor shall also maintain its records in conformance with the following:

A. At the preconstruction meeting, the Contractor will be provided with all necessary forms from the SANDAG current labor compliance consultant. The Contractor shall submit weekly a copy of all payrolls to SANDAG or to the labor compliance consultant, depending on the project. The copy shall be accompanied by a statement signed by the employer or its agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Secretary of Labor or the State of California Labor Code, and that the classifications set forth for each laborer or mechanic conform to the work which he or she performed. The Prime Contractor shall be responsible for the submission of copies of payrolls of all subcontractors. The Contractor shall make the records required under the labor standards clauses of the Contract available for inspection by authorized representatives of SANDAG and the Department of Labor and shall permit such representatives to interview employees during working hours on the job.

B. Contractor, and each subcontractor having contracts exceeding $10,000, shall submit monthly a report of manpower utilization of the total work force for all work performed during the month. If Contractor or subcontractor does not perform work on the project during the month, a negative report shall be submitted. The reports shall be submitted by the 15th of the following month. Contractor shall be responsible for submission of reports of all subcontractors. If any required manpower utilization report is not received by the designated due date, SANDAG will retain 10 percent (10%) of the estimated value of the work during the month from the next monthly estimate, except that such retentions shall not exceed $10,000, nor be less than $1,000. Retentions for failure to submit manpower utilization reports will be additional to all other retentions provided for in this Contract. Retentions for failure to submit manpower utilization reports will be released for payment on the monthly estimate for partial payments next following the date that all the delinquent reports for which the retention was made are submitted C. The Contractor shall make its records available and is responsible for making its subcontractors’ records available for inspection by authorized representatives of SANDAG or the state or federal government and shall permit such representatives to interview employees during working hours on the job.
7 1.01A(5) APPRENTICE REQUIREMENTS
A. Contractor and its subcontractors are required to meet the apprenticeship ratio of one hour of apprentice work for every five hours of journeyman work per Title 8 California Code of Regulations, §230.1 for its public works projects exceeding $30,000, with the exception of design build projects, which have a higher ratio requirement that graduates from 20% to 60% between 2016 and 2020. California Labor Code §1777.5 requires all public works contractors and subcontractors to submit contract award information to applicable apprenticeship programs that can supply apprentices to the site of the public work, employ registered apprentices, and make training fund contributions to approved apprenticeship programs.

B. Contractor and its subcontractors shall comply with §§1777.5, 1777.6, and 1777.7 of the California Labor Code and Title 8, California Code of Regulations §200 et seq. To ensure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, each contractor or subcontractor should, where some question exists, contact the Division of 05/26/2026
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Apprenticeship Standards, or one of its branch offices prior to commencement of work on this Contract.

Responsibility for compliance with this Section lies with Contractor.

C. SANDAG encourages the employment and training of apprentices on public works contracts as may be permitted under local apprenticeship standards.
7 1.01A(7) WORKERS' COMPENSATION
Pursuant to the requirements in Labor Code §1860, the Contractor will be required to secure the payment of workers’ compensation to the Contractor’s employees in conformance with the requirements in Labor Code §3700.
7 1.01A(8) RECOVERY OF PENALTIES AND FORFEITURES
Attention is directed to Labor Code §§1730 to 1742, which calls for the Labor Commissioner to issue a civil wage and penalty assessment to Contractor or subcontractor or both if the Labor Commissioner determines after investigation that there has been a violation of the laws regulating public works contracts. Contractor or subcontractor may obtain review of a civil wage and penalty assessment by transmitting a written request for a hearing to the office of the Labor Commissioner that appears on the assessment within 60 days after service of the assessment. 7 1.01B CONTRACTOR’S LICENSING LAWS
Attention is directed to the provisions of Chapter 9 of Division 3 of the Business and Professions Code (commencing with §7000) concerning the licensing of contractors.

All Contractors and subcontractors shall be licensed in accordance with the laws and regulations of the State of California and with the requirements of this Contract and any Contractor or subcontractor not so licensed is subject to the penalties imposed by those laws. Contractor must also provide the license number for any subcontractor completing work in excess of one half of one percent of the total bid. 05/26/2026
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Registration with DIR and Prevailing Wage Requirements
All provisions of this section shall be passed through to any subcontractors performing work related to this Agreement. Additional requirements for public works projects are included in Attachment D.

1. Payment of Prevailing Wages
Grantee acknowledges that any work that qualifies as a “public work” within the meaning of California Labor Code section 1720 shall cause Grantee and its subcontractors to comply with the provisions of California Labor Code sections 1775 et seq, which includes the payment of prevailing wages to all workers performing prevailing wage work.

2. Public Works Contractor Registration With DIR
If Grantee or its subcontractors will engage in the performance of a public work as defined by California Labor Code sections 1720 et seq. and will utilize persons who are not employees of a public entity, registration and payment of an annual registration fee to the DIR shall be required of each entity performing the work. This requirement applies to anyone affected by the public works statutes found in the California Labor Code, including but not limited to landscapers, fencers, surveyors, soil testers, dredgers, heavy equipment operators, and inspectors. Registration can be completed online at https://www.dir.ca.gov/public-works/contractor- registration.html.

3. Subcontract Requirements
If Grantee will award any subcontracts for the performance of a public work:
a. Grantee will create a Project Registration Form (PWC-100 form) for each subcontract using the online database of the California Department of Industrial Relations (DIR).
b. Grantee shall notify SANDAG ten business days prior to the subcontractor performing the prevailing wage work so SANDAG can prepare for labor compliance monitoring. Grantee will provide to SANDAG the name, DIR registration number, and contractor’s license numbers of each subcontractor so SANDAG or its labor compliance designee can verify, that the selected subcontractor is currently licensed and registered with the DIR. If SANDAG finds that the selected subcontractor is not licensed and registered with the DIR, SANDAG will promptly E-7
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notify Grantee and Grantee will be required to notify the selected subcontractor to stop work.

c. If there are any changes to a subcontractor or lower-tier subcontractor, Grantee will advise SANDAG of these changes as soon as those changes are known to the Grantee.

4. Certified Payroll Reporting to DIR
Grantee and all subcontractors performing a public work under this Agreement shall use the DIR’s Electronic Certified Payroll Reporting (eCPR) System, available at https://www.dir.ca.gov/Public-Works/Certified-Payroll-Reporting.html, to furnish certified payroll records to the California Labor Commissioner. Grantee and its subcontractors are required to utilize the eCPR system throughout the entire duration of the public work.

5. Certified Payroll Reporting to SANDAG
In addition to the eCPR system, Grantee and all subcontractors performing a public work shall utilize the SANDAG Labor Compliance Monitoring System (LCMS), available at https://www.sandag.org/about/work-with-us/labor-compliance- monitoring-program to furnish certified payroll records to SANDAG. If Grantee desires to utilize a different system to provide certified payroll records to SANDAG, it must request prior authorization and receive approval in writing from the Grants Program Manager.

Grantee will be required to enter all of its subcontractors’ information into LCMS on an ongoing basis. The SANDAG LCMS will allow Grantee to convert certified payroll records to the XML file format for upload to the DIR system.

6. Retention and Inspection of Payroll Records and Employment of Registered Apprentices
Grantee agrees to comply and cause any of its applicable subcontractors to comply with Labor Code section 1776 regarding retention and inspection of payroll records and noncompliance penalties, Labor Code section 1777.5 regarding employment of registered apprentices, and Labor Code section 1813 regarding forfeiture for violations of the maximum hours per day and per week provisions contained in the same chapter. ln order to ensure compliance with the Labor Code, Grantee and its subcontractors shall be subject to site visits and spot-check audits by SANDAG or its labor compliance designee. During these audits and inspections, SANDAG or its E-8
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designee may request Grantee or subcontractor records, including but not limited to certified payroll, apprenticeship, and other ancillary records at any time during the term of the Agreement.

If such an audit or site visit discloses that Grantee or a subcontractor has not kept complete and accurate records or complied with the requirements of the California Labor Code, SANDAG will notify the Grantee and request that the Grantee complete a written Action Plan that includes specific actions the Grantee will take to remedy the outstanding issues and a timeline to bring the Project into compliance. Should the Grantee be unable to submit its Action Plan by the deadline included in the notice or complete its Action Plan in a timely manner, SANDAG will notify the DIR of potential labor compliance issues related to the Project.

Additionally, if Grantee was provided an exception to utilizing the SANDAG LCMS, Grantee will be required to input and submit all applicable certified payrolls and accompanying documentation related to the Project, retroactive to the start of the Project, into the SANDAG LCMS
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00034875 3 Exhibit B

EXHIBIT B
CONTRACTOR’S PROPOSAL

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Mobility Solutions for Our Changing World
W. BOBIER DRIVE

COMPLETE STREETS

PROJECT

PROFESSIONAL SERVICES FOR
CIP 8374; TRANSNET SMART GROWTH

INCENTIVE PROGRAM FUNDING

CITY OF VISTA
Mobility Solutions
for Our
Changing World
3900 Fifth Avenue
Suite 310
San Diego, CA 92103

1. Cover Letter....................................... i

2. Statement of Qualifications.......................... 1

3. Work Plan......................................... 5

4. Fee Proposal ..................................... iv

5. Work Schedule .................................... v

6. Consultant Agreement............................ viii Appendix – Resumes ................................ ix
CRA W-9......................................... xxxii
Sample Work Products............................. xxxiii

TABLE OF CONTENTS
April 1, 2026 / PROPOSAL
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1. COVER LETTER
CRA P#2026.036
i
Attn: Mr. Hasenin, Traffic Engineering Division Manager City of Vista – 200 Civic Center Dr., Vista, CA 92084
April 1, 2026
RFP: W . Bobier Drive Complete Streets Project - CIP 8374 Dear Mr. Hasenin and Members of the Evaluation Panel:

The Bobier Drive corridor is one of Vista’s most important east–west connections, linking neighborhoods, schools, and daily destinations. Today, it presents safety challenges that affect how the community moves through and across the corridor, particularly for students and families near Bobier Elementary School. Fast moving vehicles, limited crossing opportunities, and concentrated school-related activity contribute to congestion, unpredictable movements, and increased potential for conflicts.

This project represents a critical step toward improving safety, enhancing access, and creating a corridor that better supports walking, biking, and everyday travel for the surrounding community.

These challenges are most pronounced near Bobier Elementary School, where peak period pick-up and drop-off activity creates irregular queuing, turning conflicts, and heavy pedestrian demand within a constrained environment. At the same time, Bobier Drive must continue to serve as a primary east–west route while integrating roundabouts, more deliberate access control, and improved conditions for people walking and biking. The success of this project will depend on how well these elements are integrated into a design that is intuitive, reliable, and responsive to how the corridor is used on a daily basis.

CRA brings a team built around these exact challenges. Our experience includes multimodal corridor revitalization, context- sensitive roundabout design, and complete streets implementation throughout San Diego County. We approach each project with a focus on how our design will perform in real conditions, advancing solutions that balance safety, operations, and constructability while minimizing long-term maintenance considerations.

A central component of our approach is Safe Routes to School. CRA has led school mobility assessments, safety action plans, and infrastructure recommendations for more than 150 school sites. This work combines data-driven analysis with direct observation of pick-up and drop-off behavior, pedestrian movements, and circulation patterns. The result is a clear understanding of how to improve safety in school environments while maintaining practical access and efficient operations along corridors like Bobier Drive.

Our team also brings strong experience with grant-funded project delivery, including projects supported through SANDAG’s Smart Growth Incentive Program. We understand the coordination, documentation, and schedule discipline required to keep projects moving forward, and we incorporate these requirements into our project management approach from the outset.

Equally important, we recognize that this project will require thoughtful engagement with the community on both the roadway modifications and education. The changes to traffic patterns, access, and circulation will continue to generate strong public interest, and a successful outcome will depend on clear communication and responsiveness to stakeholder input. Our team is well versed in supporting outreach efforts by translating technical concepts into clear, accessible information and incorporating feedback in a way that strengthens the final design.

CR Associates is ready to support the City in delivering a project that improves safety, strengthens connectivity, and reflects the needs of the community along Bobier Drive.

Sincerely,
Ross Duenas
, PE Blanca Soto, PE
Project Manager Deputy Pr oject Manager
850.322.8034 / [email protected] 619.468.2575 / bsoto@cramobility .com Authorized to legally bind the company
to the terms outlined herein

3900 Fifth Avenue, Suite 310 • San Diego, CA 92103 • www.cramobility.com

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 05/26/2026
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2. STATEMENT OF

QUALIFICATIONS
Main Street Green Street Phase 1 – El Cajon, California 05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING CRA P#2026.036
1 2. STATEMENT OF QUALIFICATIONS

SAN DIEGO
3900 Fifth Avenue, Suite 310, San Diego, CA 92103
Federal Employer
I.D. Number: 32-01391011

CONTACT
ROSS

DUENAS, PE
Project Manager

[email protected]
850.322.8034
Providing Similar
Professional
Services
15 YEARS
Entity:

California C-Corporation
CRA is a transportation-focused civil engineering firm specializing in multimodal corridor improvements, roundabout design, and complete streets implementation for public agencies throughout Southern California.

Our team brings extensive experience delivering projects that improve safety, operations, and accessibility within active public right-of-way environments, including roadway corridor upgrades, access management, bicycle and pedestrian facilities, and traffic calming improvements. We combine strong technical capability in roadway and traffic engineering with practical experience navigating real-world constraints such as utilities, drainage, traffic control, and construction staging. A defining strength of our team is our Safe Routes to School expertise, with experience supporting more than 150 school sites through data-driven safety analysis, mobility assessments, and implementable infrastructure recommendations. In addition, CRA has supported multiple agencies in delivering grant-funded projects, including those funded through SANDAG’s SGIP , bringing a clear understanding of the coordination and documentation required to advance projects efficiently from design through construction.

Staffing Plan
We have assembled a focused and experienced team with clear roles, strong technical depth, and continuity from design through construction. You will work directly with a senior-led team where decision-making and accountability remain consistent throughout the project. Ross Duenas, PE, will serve as Project Manager and primary point of contact, leading coordination with City staff and guiding overall project delivery. Blanca Soto, PE, will serve as Deputy Project Manager, supporting day-to-day coordination and integration across disciplines. Roberto Ruiz- Salas, PE, will lead roadway engineering and geometric design, and Tomo Takahashi, PE, will serve as Lead Traffic Engineer. This team structure is designed to provide responsive communication, efficient coordination, and technically sound solutions that align with the City’s goals and project requirements.

FINANCIAL RESPONSIBILITY
Chen Ryan Associates, Inc., established in 2011, maintains the financial resources necessary to perform all services required under this contract. The firm’s financial standing is stable and supported by consistent performance on public-sector projects throughout Southern California.
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2. S TATEMENT OF Qu ALIFICATIONS
CRA P#2026.036

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 2 COMPLETE STREET
& BIKEWAY DESIGN
Roberto Ruiz-Salas, PE / 55%
Hailey Tyson, PE / 65%

ROUNDABOUT GEOMETRICS
Rachel Price,
PE 3 / 50%

AGENCY & UTILITY COORDINATION
Samantha Baidy,
PE, TE / 55%
Morgan Miller / 75%
Regan Ranny 1 / 75%
Rodrigo Rodriguez 1 / 75%

TRAFFIC & LIGHTING DESIGN
Tomo Takahashi,
PE / 55%
Donna Zhang , EIT / 75%

LANDSCAPE ARCHITECTURE
JT Bar,
PLA, ASLA 4 / 55%
Chris Tiffany, PLA, ISA, CPSI, ASLA 4 / 65%

STORMWATER MANAGEMENT
Scott Cartwright,
PE / 55%
Katie Galloway, PE / 65%

TOPOGRAPHIC SURVEY
Sean Charles Englert
2 / 55%

TRAFFIC OPERATIONS
Phuong Nguyen,
TE / 55%

GEOTECHNICAL
Nicholas Tracy,
PE, GE 5 / 55%
City of Vista
W. BOBIER DRIVE COMPLETE STREETS PROJECT TEAM
Bold = Task Leads / % = Availability

1. AIRX / 2. GOLD COAST SuRVEY / 3. ROuNDABOTIX / 4. SCHMIDT DESIGN GROuP / 5. VERDANTAS SUBCONSULTANTS:

PROJECT MANAGER
Ross Duenas,
PE / 50%
DEPUTY

PROJECT MANAGER
Blanca Soto, PE / 60%

QA/QC MANAGER
Adam Chase,
PE, TE / 35%
Organization Chart
Subconsultant Support Team
AirX Utility Surveyors (AirX), a leading
Subsurface utility Engineering (SuE) provider
in Southern California since 1999, delivers
efficient, safe, and cost-effective services across San Diego, Los Angeles, Riverside, San Bernardino, Imperial, Orange Counties, and now Northern California. Offering a
comprehensive suite that includes vacuum excavation, utility locating and contract locating for uSA One Call Center, ground penetrating radar (GPR), CCTV inspections, traffic control planning and equipment, permit processing,
documentation, and surface repairs, AirX tailors its solutions to meet each client’s needs. With a systematic, intelligent approach to accurately locating and documenting subsurface utilities, AirX helps clients avoid delays and reduce costs during project design, while maintaining the highest standards of professionalism and skill. Over the past five years, AirX has completed 15 utility locating projects, 10 potholing projects, and drafted traffic control plans for 5 projects within the City of Vista limits
Gold Coast Surveying Inc.
(GCSI), founded in 1983 in Vista,
California, is driven by
excellence, integrity, and client-
focused service. The firm provides land surveying, mapping, and engineering support to municipalities, public agencies, and private firms. GCSI prides itself on understanding client needs, delivering quality results, cost-effective solutions, and fast turnaround. With licensed surveyors, skilled staff, advanced equipment, and modern software, they ensure
accuracy, compliance, and professionalism. Communication, training, and quality control are key to their success in meeting diverse project requirements and upholding
industry standards.

Roundabotix is a sister/brother
partnership with offices in San
Diego, Boise, and Edmonds. They specialize in roundabouts, emphasizing projects with unusual challenges. They focus on roundabout projects with the philosophy that the best
roundabout design will dictate appropriate driver behavior.

Over the years, their engineers have designed or reviewed more than 250 roundabouts, with over 60 in operation today.

Their roundabout experience is extensive; they do not simply design and peer review roundabouts, they build communities.

Founded in 1983, Schmidt Design
Group is a comprehensive landscape
architecture and planning firm with
an emphasis on balancing artistic design with environmental sensitivity. The firm is a client-centered, service-oriented small business dedicated to creating positive change in the
communities in which they work. Schmidt Design Group
specializes in the delivery of public realm improvements, including complete streets, greenways, pedestrian and bike trails, parks, and more.

Verdantas Inc. (Verdantas) is an
engineering firm dedicated to
providing their clients with expertise in engineering
consulting, the environment, and its supporting infrastructure.

Founded in 2020 and employing more than 1,500
professionals in 22 states, Verdantas has grown exponentially in the last four years, strategically acquiring firms including Southern California’s premier geotechnical consultant,
Leighton Consulting, Inc. With the addition of Leighton’s legacy team, Verdantas has the advantage of more than 63 years of experience delivering industry-leading geotechnical engineering, environmental consulting, and materials testing and inspection services to local communities.

Their team of California-registered Geotechnical Engineers, Civil Engineers, Certified Engineering Geologists, Professional Geologists as well as multi-certified laboratory technicians, field soils and materials technicians, and special inspectors, will lend their experience on this contract from their local San Diego office in Murphy Canyon. They have extensive local knowledge of geology, regulatory agencies, and local, state, and federal codes necessary to keep your projects moving forward.

Epoca Roundabout, San Diego, California
TEAM

RESUMES
Resumes of our key team members are located in the Appendix and highlight the team’s experience and qualifications for this project. 05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 3 2. S TATEMENT OF Qu ALIFICATIONS
CRA P#2026.036
Project Experience & References

CRA EXPERIENCE DELIVERING SGIP-FUNDED & ROUNDABOUT PROJECTS Since 2018, CRA has supported local agencies throughout the San Diego region in both securing and delivering projects funded through SANDAG’s SGIP . Through this experience, CRA understands the coordination, reporting, and project management requirements associated with SGIP-funded projects and is well positioned to support the City of Vista in successfully delivering the Bobier Drive Complete Streets improvements.

LOCAL AGENCY Project CRA Role
City of El Cajon El Cajon Streetscape Improvements Grant Writing + Lead Design Firm City of El Cajon Main Street Green Street Phase 1 Grant Writing + Lead Design Firm City of El Cajon Main Street Green Street Phase 2 Lead Design Firm City of El Cajon El Cajon Bike Parking Grant Writing + Lead Design Firm City of El Cajon El Cajon ATP Grant Writing + Lead Planning Firm City of Lemon Grove Connect Main Street, Phases 1 and 2 Grant Writing + Lead Design Firm City of National City Sweetwater Protected Bikeway Grant Writing + Lead Design Firm City of National City 24h Street TOD Overlay Grant Writing + Lead Planning Firm City of National City National City Boulevard Bike Connections Grant Writing + Lead Design Firm City of National City NC Bike Parking Grant Writing + Lead Design Firm City of Imperial Beach Palm Avenue Multimodal Improvements Grant Writing + Lead Design Firm SOME OF THE CRA TEAM’S RECENTLY
COMPLETED ROUNDABOUT PROJECTS Location Year Completed
12th Ave & D Street National City, CA 2016
Rancho Coronado Villages San Marcos, CA 2017
Leucadia Blvd, Phase 2 Encinitas, CA 2022
North Coast Hwy 101 Streetscape Encinitas, CA 2019
La Jolla Shores Dr. Pedestrian Study San Diego, CA 2018 Voight Dr San Diego, CA 2019
El Cajon Blvd Streetscape Ph 1 El Cajon, CA 2025
Village & Barrio Traffic Circles Carlsbad, CA 2025
North Park Mid City Bikeway San Diego, CA 2022
Mulberry Dr Rose Ranch Rd San Marcos, CA 2022
SR 86 Vision Blue Print City of Imperial, CA 2024
Pacific St / Rocklin Rd City of Rocklin, CA 2023
Santa Claus Ln / SR 101 / Sand Point Rd Carpenteria, CA 2021 Newhall Ave / Main St Santa Clarita, CA 2012
Vaca Valley Pkwy Roundabout Corridor Vaca Valley, CA 2024 Epoca Roundabout San Diego, CA 2024
SR 38/Stanfield Cutoff Big Bear, CA 2023
Clairemont Complete Corridors San Diego CA 2024
El Cajon Blvd Streetscape Phase 2 El Cajon, CA On-Going 05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 4 2. S TATEMENT OF Qu ALIFICATIONS
CRA P#2026.036

ENCINITAS, CA
DURATION: 2018 – 2022
TOTAL PROJECT COST: $3M
CRA CONTRACT VALUE: $500K
ROLE: Prime

EL CAJON, CA
DURATION: 2019 - 2025
CONSTRUCTION COST: $7M
CRA CONTRACT VALUE: 500K
ROLE: Prime
SUBCONSULTANT: Verdantas

LEUCADIA BOULEVARD
STREETSCAPE PHASE 2
CRA designed a modern roundabout along
Leucadia Boulevard at Hygeia Avenue in Encinitas.

The design elements include construction of LID
design features, decorative retaining walls (masonry
and concrete materials) to protect existing utilities
and provide screening for the adjacent properties,
custom street lighting, and landscape and irrigation
improvements, and more than 1,000 feet of
decorative sidewalk.

The design also includes drainage upgrades
to resolve existing flood control issues and the
introduction of roadside water quality BMPs to
improve storm water quality. The precise grading
design was particularly challenging due to the
steep slopes on two of the four intersection
approaches and the shallow depth of various
utility lines. The project design also includes the
relocation of three segments of water mains.

During the design, CRA collaborated closely with
city, agency, and community stakeholders.

EL CAJON BOULEVARD
STREETSCAPE PHASE 1
In 2018, CRA partnered with the City to prepare
and submit a successful Smart Growth Incentive
Program grant application. We then partnered
together to complete the final design, and
we are incredibly proud to see the completed
construction.

The focal point of this project is an innovative
roundabout design at the El Cajon Boulevard /
Johnson Avenue intersection. Accompanied by
a road diet and streetscape enhancements along
El Cajon Boulevard approaching and departing
from the roundabout. Together, the roundabout
and streetscape improvements will foster the
creation of an urban village along the Boulevard.

Project elements included widened sidewalks with
bulb-outs, place making to allow opportunities for
businesses and community gathering, landscaping
with street trees and low impact development
storm water management facilities, RRFB
pedestrian crossings, decorative concrete and brick
paving, and custom street lighting.

CITY OF ENCINITAS
Matt Widelski
Principal Engineer
[email protected]
760.633.2862

CITY OF EL CAJON
Senan Kachi
Principal Engineer
[email protected]
619.441.6209
CRA STAFF: Ross Duenas, Scott Cartwright,
T omo Takahashi, Blanco Soto, Hailey Tyson
CRA STAFF: Ross Duenas, Scott Cartwright,
T omo Takahashi, Adam Chase
05/26/2026
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3. WORK PLAN
Ross Duenas PE
Project Manager
Ross specializes in designing transportation
and public works projects, with experience
leading multi-disciplinary efforts involving
Complete Streets, roundabouts, pedestrian
and bikeway improvements, and traffic
calming. He brings extensive knowledge
of construction documents, offering
early insights into project constraints
and opportunities. Ross is a strategic
leader, supportive teammate, and clear
communicator with clients
and communities.

Leucadia Boulevard
Streetscape Phase 2
North Park/Mid-City
Bikeways
Rancho Coronado
Villages
El Cajon Boulevard
Streetscape Improvements
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 5 3. WORK PLAN
Project Understanding
W. Bobier Drive currently operates as a four-lane arterial with a two-way left-turn lane, a posted speed limit of 40 mph, and an average daily traffic volume of approximately 17,000. The thoroughfare provides direct access to key community destinations for the adjacent neighborhoods. Its existing design, characterized by long uninterrupted segments, grades approaching 7%, and limited marked pedestrian crossings, encourages vehicle speeds that exceed posted limits, with the 85th percentile speed observed at 44 mph. These conditions create a corridor that is uncomfortable and, at times, unsafe for vulnerable users, particularly school-aged children. With nearly 40% of Bobier Elementary School students walking to school, there is a clear need to rebalance the corridor to prioritize safety and accessibility. (See Page 9 for corridor- specific opportunities and constraints.)

CORRIDOR UNDERSTANDING
Based on our review of the RFP and experience working in the City of Vista, several key factors shape the performance of W. Bobier Drive:
 School-driven peak activity concentrated near
Bobier Elementary
 High speeds influenced by steep grades and
long uninterrupted segments
 Limited controlled crossings, resulting in extended
pedestrian exposure
 High driveway density, introducing frequent
turning conflicts
 Transit stops lacking accessibility and connectivity
 Curbside mail, trash collection, and above-ground
utility access needs

KEY CORRIDOR CONSIDERATIONS
 School access, queueing, and curbside activity
 Speed management along sloped segments
 Stopping Sight Distance issues due to
steep slopes
 Access management and left-turn conflicts
 Multimodal connectivity, including bicycle
network gaps
 Right-of-way and utility constraints

DESIGN APPROACH
Based on our understanding of the corridor, this project is defined by three critical challenges: managing school-
related traffic and queueing at Bobier Elementary
School, reducing speeds along a corridor influenced
by grades and long uninterrupted segments, and
maintaining corridor function while improving access
and safety. CRA’s approach focuses on directly addressing these challenges through coordinated design strategies
that improve safety, operations, and multimodal access.

CORRIDOR OPERATIONS AND

TRAFFIC CALMING
The proposed lane reconfiguration and introduction
of roundabouts establish the foundation for managing
speeds and improving corridor operations. These elements introduce controlled friction that moderates speeds
while maintaining overall throughput, particularly along segments influenced by corridor grades.

Consistent with California Assembly Bill AB 382, the project will incorporate context-sensitive speed management
strategies that respond to the presence of Bobier
Elementary School. CRA will evaluate targeted measures
such as westbound advanced school zone flashers to
improve driver awareness and reinforce appropriate speeds approaching the school frontage.

Maintaining a raised median between roundabouts will
be critical to reinforcing access control and reducing
midblock conflicts. This continuous treatment improves
traffic predictability and supports roundabout operations by limiting uncontrolled turning movements. We also
recommend relocating the western roundabout from W.

Knapp Drive to Bobolink Drive. Based on crest-curve sight visibility, the steep pedestrian environment along Knapp, the need for intuitive u-turn and access-management
functionality, Bobolink appears to provide the safer and more operationally effective location while still advancing the project’s complete-streets and traffic-calming
objectives. CRA will validate this refinement against the base concept for safety, operations, right-of-way, and grant consistency.

CRA P#2026.036
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 6 3. W ORK P LAN
CRA P#2026.036

BOBIER ELEMENTARY SCHOOL FOCUS AREA
The Bobier Elementary School frontage represents the most critical operational and safety challenge along the corridor, with the Dorsey Way intersection acting as the primary control point. Peak pick-up and drop-off activity generates queueing that extends along Bobier Drive, continues west of Dorsey Way, and spills south onto Dorsey Way.

Given Dorsey Way is proposed as a single-lane roundabout, unmanaged queue spillback from school-related traffic has the potential to extend into the intersection from multiple approaches, disrupting circulation and limiting the ability for through traffic to bypass congestion. While the new school site plan will improve on-site circulation, off- site conditions will continue to define corridor performance. under these conditions, informal stopping and double parking within the travel lane are likely to occur, further constraining capacity and increasing safety risks. Our approach focuses on organizing and removing this activity from the travel way to preserve corridor function and improve safety. Strategies will include:
 Designated on-street pick-up and drop-off zones
 Curbside management treatments to discourage
double parking

 Intersection and roadway segment refinements
near Dorsey Way
 Enhanced pedestrian crossings in high-demand
locations
The proposed improvements must reduce queue spillback into the Dorsey Way roundabout to maintain its intended operation. Additionally, from a review of the previously prepared traffic study, we took note that the traffic counts used were collected before the federal return-to-office mandate (March 2025), which may have introduced changes in commuter behavior and regional travel patterns.

To support this effort, we propose to review traffic circulation and operational patterns at the school’s temporary location at Beaumont Elementary School. Through a combination of field observation and gathering available historical information, CRA will assess arrival and departure activity and determine whether the observed traffic flow patterns differ from the assumptions used in the prior analysis. Based on this review, we will determine whether updates to the Sidra Intersection and/or SimTraffic operational models are warranted, focusing on factors that influence roundabout performance such as vehicle arrival rates, queuing behavior, and school-related circulation patterns. We also recommend coordinating with SANDAG School Commuter Program to support education related to pick-up and drop-off behavior, multimodal safety, and roundabout navigation.

This image illustrates observed afternoon pick-up conditions, with queuing extending westerly along Bobier Drive before turning south onto Dorsey Way. This pattern indicates that drivers are already self-organizing in a way that limits queuing west of Dorsey, but concentrates activity on Dorsey Way. While this behavior functioned under previous conditions, it introduces risk in a roundabout configuration, where queue spillback could interfere with circulating traffic and limit the ability for through vehicles to bypass congestion. One initial idea is to focus on intentionally reshaping this pattern to shift and locate the queuing along Bobier Drive, where it can be more effectively managed without disrupting roundabout operations. Strategies include establishing designated curbside pick-up and drop-off zones along Bobier Drive west of the roundabout, directing right-turn access from Dorsey Way into a school-only lane; or evaluating a dedicated northbound approach lane on Dorsey Way that feeds directly into a controlled school-only lane. The potential strategies will need to be well coordinated with both City and school personnel and are intended to reinforce intuitive driver behavior, minimize cut-through traffic on Dorsey Way, and maintain reliable roundabout. 05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 7 3. W ORK P LAN
CRA P#2026.036

PEDESTRIAN SAFETY AND CROSSINGS
Pedestrian improvements will focus on reducing
crossing distances, improving visibility, and creating
predictable crossing opportunities at key locations
along the corridor. Strategies include median refuge
islands, enhanced marked crossings, and high-visibility treatments. At roundabout locations, crossings will
incorporate splitter islands and retroreflective signs
accompanied by rectangular rapid flashing beacons
(RRFBs) to provide controlled, two-stage crossings
that improve driver yielding. These treatments are
particularly important near the school frontage, where
pedestrian demand is highest.

BICYCLE FACILITIES
Bobier Drive presents an opportunity to strengthen
east–west bicycle connectivity, but corridor conditions such as grades, traffic speeds, and curbside activity
require a context-sensitive approach. The design
will focus on providing facilities that are comfortable and intuitive while maintaining efficient corridor
operations. We will evaluate a combination of facility
types, including buffered Class II bike lanes, parking- protected or separated bikeways, and shared use
paths, applied strategically to create a continuous and predictable experience. Facility selection will consider maintenance, emergency access, and constructability.

ACCESS MANAGEMENT AND CORRIDOR

EFFICIENCY
Access management will focus on reducing turning
conflicts and improving traffic predictability through
raised medians and targeted driveway modifications.

Several full-access driveways will transition to right- in/right-out, and closely spaced or redundant
driveways—particularly near roundabouts—will
be evaluated for consolidation or closure. These
improvements are illustrated on the Concept Plan
(Page 9) and are intended to improve safety while
maintaining reasonable access.

Engineering & Implementation
Approach
CRA’s approach focuses on advancing a design that
is practical to implement within the constraints of the corridor, available funding, and ongoing operations.

Emphasis is placed on constructability, coordination,
and cost control to support efficient delivery.

ROUNDABOUT DESIGN
The CRA team brings extensive experience in
roundabout design and analysis, with over 250
roundabout projects completed. Our approach
focuses on developing context-sensitive designs that
balance safety, capacity, and right-of-way limitations.

Key geometric elements such as entry deflection,
inscribed circle diameter, and lane configuration will
be refined to achieve appropriate speed control while
maintaining efficient traffic flow. Designs will account for school-related traffic patterns, including peak
queuing and high pedestrian activity.

Grading will be coordinated early on to minimize
impacts to adjacent properties, pedestrian and
bicycle paths of travel, and utilities, while avoiding
unnecessary roadway reconstruction. Where
constraints exist, geometry and profiles will be
adjusted to maintain performance while remaining
within existing right-of-way. Designing roundabouts
along steeper roadway segments requires careful
control of vertical geometry, including balancing
cut and fill, maintaining ADA-compliant slopes, and
managing vehicle speeds. Particular attention will
be given to larger vehicle operations, especially
on the downhill sides of the circles, where vehicle
stability during turns is most critical. All in all,
the roundabouts will be designed with appropriate
cross slopes and smooth vertical transitions to safely
accommodate these movements while maintaining
consistent and predictable operation.

DESIGNING TO A FIXED GRANT BUDGET
CRA understands that grant-funded projects must be
delivered within a defined budget. Cost control will
be incorporated throughout design using milestone-
based estimating informed by recent bid data. Design
decisions will prioritize minimizing infrastructure
modifications, avoiding utility relocations, and
maintaining improvements within existing right-of-way
to reduce overall cost.

Pacific Street Turbo Roundabout
– Adam Chase served as lead designer
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 8 3. W ORK P LAN
CRA P#2026.036

UTILITY COORDINATION
We will implement a proactive and structured utility
coordination process to identify and resolve conflicts
early, minimizing design revisions and construction
delays. We will initiate coordination early in the design process with all utility companies including the Vista
Irrigation District (VID) to discuss the disposition of existing utility lines and structures.

STORMWATER AND DRAINAGE
Our approach to stormwater quality design will be
guided by the City of Vista BMP Design Manual and
applicable Municipal Stormwater Permit requirements.

We anticipate that the project will qualify as a Priority Development Project (PDP) with a Green Streets
exemption and that hydromodification mitigation will
not be required. The existing corridor is fully paved
and features steep roadways and driveways, with
limited opportunities for stormwater treatment. The
introduction of roundabouts, raised medians, and
pedestrian crossings provide opportunities to capture
runoff in select landscaped areas, supporting water
quality treatment and compliance with applicable
BMP requirements. Where roadway geometry and
superelevation allow, CRA will evaluate opportunities
for on-site treatment using methods such as linear
biofiltration areas or dispersion areas, including
potential connections to nearby storm drain facilities
where feasible and appropriate.

CONSTRUCTABILITY AND PHASING
Constructing the proposed improvements presents
challenges due to the combination of a road diet,
raised medians, and roundabouts. Maintaining one
travel lane in each direction during construction will be critical, particularly during school operations. Reduced working times when school is in session will be another key attribute of the construction documents. Other
constructability aspects include evaluating treatments
such as striped buffers and pin-on median curbs to
reduce construction duration and cost. Additionally,
driveway reconstruction and access changes will be
coordinated closely with property owners to maintain
access and minimize disruption. Phasing will be
carefully planned near the school and roundabouts to
maintain safe and predictable operations.

LIGHTING
Lighting improvements will focus on enhancing
visibility at key pedestrian crossings, particularly along the school frontage and roundabout approaches, to
improve driver awareness and pedestrian safety.

LONG-TERM MAINTENANCE

CONSIDERATIONS
CRA incorporates long-term maintenance
considerations into all of our designs, including the use of durable materials that maintenance personnel are
familiar with, placed within easily accessible locations.

These strategies support a corridor that continues
to function effectively and serve the community over
time.

SGIP GRANT MANAGEMENT
CRA will support the City with SGIP grant coordination
by providing concise information for quarterly
reporting and ongoing coordination with SANDAG.

This includes tracking milestones, documenting
progress, and summarizing schedule and budget
status to reduce administrative effort for City staff.

Newhall Avenue Roundabout
San Ysidro Road Roundabout
Santa Claus Lane Tear Drop Roundabout
Adam Chase PE, TE
Served as lead designer
05/26/2026
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3. W ORK P LAN
CRA P#2026.036

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 9 W. Bobier Drive Complete Streets Opportunities Exhibit

W BOBIER DRW BOBIER DR

MARABOU LNMARABOU LN

CHURCH OF JESUSCHURCH OF JESUS

CHRIST LATTER-DAY SAINTSCHRIST LATTER-DAY SAINTS

KINGDOM HALLKINGDOM HALL
OF JEHOVAH’SOF JEHOVAH’S

WITNESSESWITNESSES

DORSEY WAYDORSEY WAY

BOBOLINK DRBOBOLINK DR

N SANTA FE AVEN SANTA FE AVE

W KNAPP DRW KNAPP DR

W BOBIER DRW BOBIER DR

FIRST SAMOANFIRST SAMOAN

METHODISTMETHODIST

CHURCHCHURCH

SIERRA VISTA MOBILE HOMESIERRA VISTA MOBILE HOME

BOBIERBOBIER

ELEMENTARY SCHOOLELEMENTARY SCHOOL

BUSINESSESBUSINESSES
Consistent with the
community engagement,
consider restricting
movements into and out
of the church driveways.

Consider the western roundabout at
Bobolink Dr as there are flatter grades
at this location and this roundabout can
be utilized for U-Turns from Knapp Dr.

Maintain bike lane
around roundabout.

CONSTRAINT: Knapp Dr itself is
very steep, that combined with
the grades and sight distance
limitations along Bobier, would
make this roundabout challenging
to implement.

Restrict Knapp Dr movements
to Right-In/Right-Out. Utilize
Bobolink Roundabout for U-Turns.

Eastbound bicycles have
option to navigate either
as vehicle or pedestrian.

Ensure trucks can exit
driveways by narrowing
raised median.

Consider
merging #1 lane
to encourage
cars slowing
down at the
deflection point
into roundabout.

Mountable island to
allow truck turns out
of dwy.RRFB’s at roundabout
pedestrian crossings.

Maintain bike
lane around
roundabout.

Consider closing 1 of 3 mobile
home driveways accessing
Bobier Dr to provide pedestrian
crossing near the school.

Floating bus
island option.

Maintain parking /
school drop off lane.

Electrical Comm Sewer Strom Water Water Traffic Signal Lighting

EXISTING CONDITIONS LEGEND
TS
TS
Maintain curb-side access for mail,
trash trucks, and utilities.

Understanding available sight distance on either side of the crest curve will be a critical design component.

Critical to provide two eastbound
travel lanes exiting the roundabout to
avoid queue spillback into the circle.

Consider raised
crosswalks at school
driveways.

Consider shared use path along school
frontage to remove bicycle conflicts
with loading and unloading vehicles and
provide safer student walking experience.
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING 10 3. W ORK P LAN
CRA P#2026.036
Because the Scope of Services is considered a part
of the 10 page requirement, we have prepared the
following brief Scope of Services synopsis. More detail is contained within our submitted Fee Proposal, and a
full Scope of Services will be provided upon request.

Our proposed scope is based on the City’s draft
Scope of Work and is structured to deliver a complete,
coordinated, and implementation-ready design
package for the W. Bobier Drive Complete Streets
Project from design through bid and construction
support. CRA will perform the work necessary to
support delivery of the project contemplated by the
RFP and coordinate with City staff, SANDAG, utility
owners, and other affected agencies to maintain
schedule, design consistency, and grant compliance.

The following implementation assumptions are
incorporated into CRA’s proposed scope:

CRA will review available background documents,
prior concept materials, traffic analyses, utility
information, aerials, mapping, and City-furnished
reference files as part of project initiation and design development. The traffic analysis will build upon the
previously prepared W. Bobier Drive Focused Traffic
Analysis, with targeted validation of school-related
traffic patterns and queueing behavior to confirm that
prior assumptions remain representative of current
conditions. Supplemental traffic data collection and
operational validation may be performed if warranted
to confirm current conditions, support roundabout
evaluation, and update analysis related to school traffic and corridor performance.

Given the steep grades and constrained corridor
geometry, design development will prioritize targeted
vertical and geometric adjustments within the
intersection footprints and immediate tie-in limits
rather than full corridor profile reconstruction. Where field conditions, utility conflicts, existing profile
constraints, or right-of-way limitations prevent full
attainment of preferred criteria, CRA will identify the condition, evaluate tradeoffs, and coordinate the
preferred path forward with the City.

Required stormwater water quality documentation
will be prepared consistently with the applicable City
requirements. The project is currently anticipated to
have limited opportunities for stormwater treatment
integration based on the corridor’s existing built
conditions and limited existing storm drain facilities.

Thus, the need for drainage conveyance analysis is not
anticipated.

To limit impacts to the existing pavement and
disruption of travel, the geotechnical investigation
will consist of shallow exploration, performed with
hand augers, dynamic cone penetration tests, and
percolation testing. This approach will provide the
necessary information in a more cost-effective and
streamlined manner. Similarly, utility potholing will
consist of up to eight (8) potholes.

Street lighting design will focus solely on pedestrian
crossings, roundabouts, and other priority conflict
areas, rather than corridor-wide replacement of
existing lighting infrastructure. Similarly, traffic signal modifications are assumed to be unwarranted.

Landscape and irrigation, temporary construction
easement support, right-of-way acquisition support,
hazardous materials services, SWPPP/QSD/QSP
services, and traffic control plans are not assumed as
required design deliverables. If needed, these services can be incorporated into the scope at a later time.

CRA’s intent is to provide the City with a technically
sound, well-coordinated, and implementation-
ready design package that advances the project’s
safety, accessibility, and complete streets goals while preserving flexibility to refine the concept in response to current corridor conditions and stakeholder
priorities.

Village and Barrio Traffic Circle Rendering
05/26/2026
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4. FEE PROPOSAL
The Fee Proposal has been
uploaded separately on the
OpenGov Procurement portal,
as instructed.

El Cajon Boulevard Streetscape Phase 1 – El Cajon, California

4. FEE PROPOSAL
05/26/2026
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5. WORK SCHEDULE
Rancho Coronado Roundabout – San Marcos, California

5. WORK SCHEDULE
05/26/2026
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5. W ORK S CHED uLE
CRA P#2026.036

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING vi
Schedule
ID
Task
Mode
Task Name Duration Start Finish Predecessors
1 Task 1 - Project Management 240 days Mon 6/8/26 Fri 5/7/27 2 NTP 0 days Mon 6/8/26 Mon 6/8/26
3 Kick Off Meeting 0 days Tue 6/9/26 Tue 6/9/26 2
4 Project Management 315 days Mon 6/8/26 Fri 8/20/27 2
5 Utility Coordination 315 days Mon 6/8/26 Fri 8/20/27 2 6 Task 2 - Data Collection & Field Review 60 days Tue 6/9/26 Mon 8/31/26 7 As-Built and Utility Map Review 35 days Tue 6/9/26 Mon 7/27/26 3 8 Topographic Survey and Right-of-Way Mapping 35 days Tue 6/9/26 Mon 7/27/26 3 9 Geotechnical Investigation 60 days Tue 6/9/26 Mon 8/31/26 3 10 Site Evaluation / Base File Preparation 20 days Tue 7/28/26 Mon 8/24/26 8 11 Task 3 - Water Quality Technical Report 50 days Tue 8/25/26 Mon 11/2/26 10 12 Task 4 - Traffic Analysis 50 days Tue 8/25/26 Mon 11/2/26 10 13 Task 5 - Preliminary Design (30%) 80 days Tue 8/25/26 Mon 12/14/26 14 Prepare 30% Package 60 days Tue 8/25/26 Mon 11/16/26 10 15 City Review 20 days Tue 11/17/26 Mon 12/14/26 14
16 Task 6 - Construction Plans, Specifications, and
Estimate (PS&E)
180 days Tue 12/15/26 Mon 8/23/27
17 Prepare 60% PS&E 60 days Tue 12/15/26 Mon 3/8/27 15
18 City Review 20 days Tue 3/9/27 Mon 4/5/27 17
19 Prepare 90% PS&E 40 days Tue 4/6/27 Mon 5/31/27 18,15 20 City Review 20 days Tue 6/1/27 Mon 6/28/27 19
21 Prepare 100% PS&E 30 days Tue 6/29/27 Mon 8/9/27 20
22 City Approval 10 days Tue 8/10/27 Mon 8/23/27 21
23 Task 7 - SANDAG Grant Management 315 days Mon 6/8/26 Fri 8/20/27 2 24 Task 8 - Bid and Construction Support 485 days Tue 9/21/27 Mon 7/30/29 25 Bid Support 55 days Tue 9/21/27 Mon 12/6/27 22FS+20 days 26 Construction Support 335 days Tue 1/18/28 Mon 4/30/29 25FS+30 days 27 As-Builts and Project Closeout 65 days Tue 5/1/29 Mon 7/30/29 26 6/8
6/9

A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A Half 1, 2026 Half 2, 2026 Half 1, 2027 Half 2, 2027 Half 1, 2028 Half 2, 2028 Half 1, 2029 Half 2, 2029 Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress

ID Task
Mode
Task Name Duration Start Finish Predecessors
1 Task 1 - Project Management 240 days Mon 6/8/26 Fri 5/7/27 2 NTP 0 days Mon 6/8/26 Mon 6/8/26
3 Kick Off Meeting 0 days Tue 6/9/26 Tue 6/9/26 2
4 Project Management 315 days Mon 6/8/26 Fri 8/20/27 2
5 Utility Coordination 315 days Mon 6/8/26 Fri 8/20/27 2 6 Task 2 - Data Collection & Field Review 60 days Tue 6/9/26 Mon 8/31/26 7 As-Built and Utility Map Review 35 days Tue 6/9/26 Mon 7/27/26 3 8 Topographic Survey and Right-of-Way Mapping 35 days Tue 6/9/26 Mon 7/27/26 3 9 Geotechnical Investigation 60 days Tue 6/9/26 Mon 8/31/26 3 10 Site Evaluation / Base File Preparation 20 days Tue 7/28/26 Mon 8/24/26 8 11 Task 3 - Water Quality Technical Report 50 days Tue 8/25/26 Mon 11/2/26 10 12 Task 4 - Traffic Analysis 50 days Tue 8/25/26 Mon 11/2/26 10 13 Task 5 - Preliminary Design (30%) 80 days Tue 8/25/26 Mon 12/14/26 14 Prepare 30% Package 60 days Tue 8/25/26 Mon 11/16/26 10 15 City Review 20 days Tue 11/17/26 Mon 12/14/26 14
16 Task 6 - Construction Plans, Specifications, and
Estimate (PS&E)
180 days Tue 12/15/26 Mon 8/23/27
17 Prepare 60% PS&E 60 days Tue 12/15/26 Mon 3/8/27 15
18 City Review 20 days Tue 3/9/27 Mon 4/5/27 17
19 Prepare 90% PS&E 40 days Tue 4/6/27 Mon 5/31/27 18,15 20 City Review 20 days Tue 6/1/27 Mon 6/28/27 19
21 Prepare 100% PS&E 30 days Tue 6/29/27 Mon 8/9/27 20
22 City Approval 10 days Tue 8/10/27 Mon 8/23/27 21
23 Task 7 - SANDAG Grant Management 315 days Mon 6/8/26 Fri 8/20/27 2 24 Task 8 - Bid and Construction Support 485 days Tue 9/21/27 Mon 7/30/29 25 Bid Support 55 days Tue 9/21/27 Mon 12/6/27 22FS+20 days 26 Construction Support 335 days Tue 1/18/28 Mon 4/30/29 25FS+30 days 27 As-Builts and Project Closeout 65 days Tue 5/1/29 Mon 7/30/29 26 6/8
6/9

A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A Half 1, 2026 Half 2, 2026 Half 1, 2027 Half 2, 2027 Half 1, 2028 Half 2, 2028 Half 1, 2029 Half 2, 2029 Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress

05/26/2026
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6. CONSULTANT

AGREEMENT
12th and D Roundabout, National City, California
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING viii
CRA P#2026.036

22.0 INDEMNIFICATION

22.1 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”) but only to the extent caused by the negligence, recklessness, or willful misconduct of the Contractor, 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”).

CRA respectfully requests the following contract language modification:

6. CONSULTANT AGREEMENT
05/26/2026
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APPENDIX – RES uMES
East Lake Sammamish Parkway Roundabout - Rachel Price Lead Designer APPENDIX – RESUMES
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING x
APPENDIX – R ES uMES
CRA P#2026.036
Ross Duenas PE
Project Manager

EXPERIENCE
21 years

EDUCATION
BS, Civil Engineering,
Florida State University

ACCREDITATION
Professional Engineer
(Civil), CA #84324
Professional Engineer
(Civil), AZ #52493

AFFILIATIONS
American Society of
Civil Engineers (ASCE),
San Diego Chapter,
Transportation Board
Member
Ross specializes in the design of transportation and public works projects. He has led and managed many multi-disciplinary projects involving Complete Streets, Green Streets, separated bikeways, pedestrian improvements, roundabouts, multi-modal safety, traffic engineering, storm water management, and traffic calming. His extensive experience developing construction documents equips him with the ability to provide valuable insights related to constraints and opportunities early in the project lifecycle. Ross is a strategic thinker, judicious leader, supportive colleague, and effective communicator with clients and community members.

RELEVANT PROJECT EXPERIENCE
El Cajon Boulevard Streetscape Phase 1, El Cajon, CA: Project Manager – CRA led the design for this grant funded project that will implement an innovative roundabout at the El Cajon Boulevard/Johnson Avenue intersection, along with a road diet and streetscape enhancements along El Cajon Boulevard to foster the revitalization of an urban village along the boulevard. The project will replace the existing fi ve-leg signalized intersection with a modern roundabout, thus increasing safety and traffi c calming at the intersection. Specialty lighting, seating nooks, landscaping, irrigation, decorative widened sidewalks, and Green Street storm water BMPs further enhance the corridor for the local community.

Leucadia Boulevard Streetscape Phase 2, Encinitas, CA: Project Manager – CRA designed a modern roundabout on Leucadia Boulevard at Hygeia Avenue.

The design elements include construction of LID storm water management design features, decorative retaining walls that will allow for the protection of existing utilities and provide screening for the adjacent properties, specialized street lighting, and landscape and irrigation improvements. The design also includes drainage upgrades to resolve existing fl ood control issues and the introduction of roadside water quality BMPs to improve storm water quality. The precise grading design was particularly challenging due to the steep slopes on two of the four intersection approaches and the shallow depth of various utility lines.

Main Street Green Street Phase 1, El Cajon, CA: Principal-in-Charge – CRA led the design of this Smart Growth Incentive Program grant-funded project to repurpose and narrow travel lanes in order to install enhanced sidewalks and access ramps, Class IV and Class II bikeways, high visibility pedestrian crossings, LID stormwater management planters, signage, traffi c signal modifi cations, landscaping and irrigation, and safety lighting. These mobility connections will provide a safe and accessible mobility network between the Transit Center, downtown, and nearby disadvantaged neighborhoods to the north and south.

Main Street Green Street Phase 2 & El Cajon Blvd Streetscape Phase 2, El Cajon, CA: Project Manager – CRA is preparing the joint design for Phase 2 of two coordinated corridor improvement projects that advance the City’s vision for a multimodal streetscape around the El Cajon Transit Center. Main Street improvements include a road diet with lane narrowing, separated bikeways, and a fl oating bus island to enhance transit access and bicycle safety. El Cajon Boulevard 50%
Availability
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xi
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
Ross Duenas PE
will continue Phase 1 streetscape upgrades. Both corridors will feature widened sidewalks, LED street lighting, landscaping, site furnishings, and LID stormwater elements, and will be unifi ed by a modern roundabout at the Main Street/El Cajon Boulevard intersection serving as a gateway to downtown and strengthening the Transit Center’s role as a mobility hub.

Imperial Avenue Bikeway, San Diego, CA: Project Manager – CRA partnered with SANDAG, the City of San Diego, and Community Housing Works to prepare an Affordable Housing and Sustainable Communities (AHSC) grant to design enhanced Class IV protected bikeway median separations for a half-mile of the overall Imperial Avenue bikeway. CRA then went on to complete the civil engineering design for the decorative medians.

Oakdale Alameda Gateway Improvements, El Cajon, CA: Project Manager – CRA led the design of the multidisciplinary, Clean California grant funded, improvements along Oakdale Avenue and Walter Way. The project will beautify, revitalize, and enhance these corridors as well as the alley that connects them. Landscaping, irrigation, decorative lighting, stormwater quality BMPs, traffi c signal improvements, and enhanced streetscape are all being incorporated while minimizing impacts to on-street parking and adjacent properties. The accelerated schedule dictated by the grant funding requirements necessitated close and frequent communication and coordination between the consultant team, City staff, and interested stakeholders.

University Bikeway, San Diego, CA: Project Manager – CRA was the lead for both the NEPA and PS&E phases of the project. This 2.9-mile urban bikeway runs through the mid-city and eastern neighborhoods of San Diego, ultimately connecting to the City of La Mesa at its eastern terminus. Proposed improvements include protected bikeways (Class IV), bus platforms to eliminate bus/bike confl icts, a protected intersection, fully protected bike movements at signalized intersections, two-stage left-turn queue boxes, enhanced mid-block pedestrian crossings, bike signals, 11 traffi c signal modifi cations, traffi c calming measures, repurposing of travel lanes, and the innovative use of fl oating islands to slow side street turning movements. 12th and D Roundabout, National City, CA*: Project Engineer – Ross worked on the engineering for this modern roundabout. Design elements included LID features, public art placed within the center of the roundabout, retaining walls to protect existing dry utilities in place, and landscape and irrigation improvements. The design also included new intersection, lighting and signing and marking improvements.

North Park/Mid-City Bikeways, San Diego, CA*: Project Manager – Ross led the 65% fi nal design for three regional bikeways. Collectively, the bikeway segments provide 10+ miles of bicycle boulevards, buffered bike lanes, and protected bikeways. Design features included mini roundabouts, neighborhood traffi c circles, raised crosswalks, an elevated shared-use path, bend-outs, curb extensions, bus stop islands, a protected intersection, and streetscape enhancements.

Rancho Coronado, San Marcos, CA*: Deputy Project Manager – Ross provided the City of San Marcos civil engineering design services for the development of backbone public infrastructure improvements for the redevelopment of an aggregate mine. The new roadways were designed as part of a public-private partnership with a Complete Streets approach and included two modern roundabouts, an on-street bike lane, wide sidewalks, landscaping, and street lighting. A Class I bikeway and 10-ft wide DG trail were also designed to run along the roadway. The project also includes traffi c calming elements such as narrow travel lanes and center median islands that force horizontal defl ection to promote lower vehicle speeds.

Douglas Drive Median Improvements, Oceanside, CA: Project Manager – CRA completed the design for this HSIP funded project that focused on implementing raised medians to control access and mitigate collisions. The project consisted of eight new medians along Douglas Drive and extended for approximately 1.5 miles. CRA’s services included: civil engineering, signing & striping design, hardscape design, storm water management, traffi c control design, and construction support. The median design also incorporated storm water management considerations.
*Projects prior to joining CRA
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xii
APPENDIX – R ES uMES
CRA P#2026.036
Adam Chase PE, TE
QA/QC Manager

EXPERIENCE
27 years

EDUCATION
BS, Civil Engineering,
University of
Massachusetts,
Amherst

ACCREDITATION
Professional Engineer
(Civil), CA #74043
Professional Engineer
(Traffi c), CA #2594

AFFILIATIONS
American Public Works
Association (APWA),
Southern California
Chapter
Adam excels in cultivating client connections, navigating complex problems, and leading through public speaking engagements. His technical knowledge spans infrastructure, traffic, and transportation engineering, underscoring his expertise in mobility and active transportation. Adam is particularly skilled in overseeing Capital Improvement Programs and demonstrating proficiency in budgeting.

Renowned for his composed demeanor and disarming nature, Adam serves as a manager, a mentor to staff, a supportive collaborator with colleagues, and an exceptional partner for clients. His contributions encompass strategic planning, funding acquisition, design, environmental processes, permitting, and project implementation.

RELEVANT PROJECT EXPERIENCE
Leucadia Boulevard Streetscape Phase 2, Encinitas, CA: QA/QC Manager – CRA designed a modern roundabout on Leucadia Boulevard at Hygeia Avenue.

The design elements include construction of LID storm water management design features, decorative retaining walls that will allow for the protection of existing utilities and provide screening for the adjacent properties, specialized street lighting, and landscape and irrigation improvements. The design also includes drainage upgrades to resolve existing fl ood control issues and the introduction of roadside water quality BMPs to improve storm water quality. The precise grading design was particularly challenging due to the steep slopes on two of the four intersection approaches and the shallow depth of various utility lines.

ROUNDABOUT EXPERIENCE:
 Over 30 Feasibility Studies / 10 Peer Review and 8 Preliminary and Final Designs throughout California and Florida.
 Pacifi c Street / Rocklin Road. Turbo Roundabout. City of Rocklin, CA. Civil and Traffi c Final Design. Constructed 2023.
 Santa Claus Lane / State Route 101 / Sand Point Road, Single Lane Roundabout, Carpinteria, CA. Tear Shaped Roundabout, Client: Santa Barbara County. Feasibility / Preliminary Designer. unique features, Railroad crossing, Class 1 bike path, state route Caltrans on-ramp. Constructed 2024.  Newhall Ave / Main Street, Single Lane Roundabout, Santa Clarita, CA. Civil and Traffi c Designer, Constructed 2012.
 San Ysidro Road at N Jameson Lane and State Route 101, Single Lane Roundabout. Santa Barbara, CA. Peer Review. Recently Built May 2024.  Coast Village Road, Olive Mill Road, N Jameson Lane, State Route 101 on-ramp. Single Lane Roundabout. Santa Barbara. Peer Review. Recently Built 2024.
35%
Availability
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xiii
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
Santa Paula Branch Line Trail, Ventura, CA: Project Manager – The Ventura Santa Paula Branch Line (SPBL) Trail Project is set to transform community mobility with a 4-mile, Class I Multi-Use Trail and Class IV Two-Way Cycle Track, designed to connect residents seamlessly from the hillsides to the beach. By enhancing connectivity and providing a suite of user-friendly amenities, it promotes active lifestyles, reduces congestion, and fosters a sense of community. This equity-driven initiative addresses critical transportation gaps, offering a safe, accessible, and environmentally-friendly transit corridor. CRA is leading the efforts with civil, traffi c and railroad engineering services, from preliminary planning, outreach, to fi nal construction documents.

Murrieta Creek Trail Improvements, Lake Elsinore, CA: Principal-in-Charge – This project will construct a key linkage in the regional active transportation network, connecting residential areas, daily destinations, regional recreation areas, and Downtown Lake Elsinore with cities to the southeast by constructing approximately one mile of Class I multi-use trail for both commuting and recreation. CRA led both the PA/ED and PS&E project phases.

During the preliminary design, CRA partnered with the City to evaluate multiple trail alignment alternatives to balance environmental impacts, constructability, and cost effectiveness; all informed by City goals and extensive public outreach. The project has completed both the environmental permitting and fi nal design phases and will begin construction in the fall of 2025. Key project aspects include the introduction of Arizona Crossings to maintain existing drainage patters, a pre-fabricated bridge that will span a drainage channel, wood post fencing, native planting, and wayfi nding signage.

El Cajon Boulevard Streetscape Improvements, El Cajon, CA: Principal-in-Charge – CRA led the design for this grant funded project that will implement an innovative roundabout at the El Cajon Boulevard/Johnson Avenue intersection, along with a road diet and streetscape enhancements along El Cajon Boulevard to foster the revitalization of an urban village along the boulevard. The project will replace the existing fi ve-leg signalized intersection with a modern roundabout, thus increasing safety and traffi c calming at the intersection. Specialty lighting, seating nooks, landscaping, irrigation, decorative widened sidewalks, and Green Street storm water BMPs further enhance the corridor for the local community.

SR 86 Vision Blueprint and Complete Streets Implementation, Imperial, CA: Senior Civil Engineer – CRA is developing the SR 86 Vision Blueprint, a comprehensive land use, zoning, and circulation strategy for SR 86 within the City of Imperial. The Blueprint reimagines SR 86 as a Complete Street with signifi cant traffi c calming, a dedicated pedestrian sidewalk, 3 modern roundabouts, a separated bikeway, new lighting, and Low Impact Development (LID) stormwater management. SR 86’s character will be transformed to encourage economic development, highlight Imperial as a destination, and increase the community’s ability to walk and bike. CRA is leading public workshops and pop-ups to share project progress and listen to the suggestions and concerns of citizens.

West 19th Street Greenway, National City, CA: Project Manager – CRA recently completed the preliminary and fi nal design for the W. 19th Street Greenway. The project will close W. 19th Street to vehicular traffi c from McKinley Avenue to Wilson Avenue to implement a permanent street closure to support recreation and active transportation needs within the community. Proposed project features include a protected bikeway, a pedestrian walkway, landscaping, parcourse stations, site furniture, and lighting. Project deliverables included a CEQA CE, Drainage Study, Storm Water Quality Management Plan, Geotechnical Investigation, and the preparation of 95%, Pre-Final, and Final PS&E. Caltrans and MTS permits were secured along with a GO-88B.

Metro Complete Streets Training, Los Angeles County, CA: Principal-in-Charge – CRA developed a training program on behalf of Metro on Complete Streets policies and design. CRA led the development of the curricula, training materials, reference and resource guides. Attendees represent public agencies throughout LA County.

Trainings are held via Zoom and in person. Topics include the history of Complete Streets, elements needed to develop an implementable Complete Streets policy, roadway traffi c calming treatments, pedestrian and bicycle facilities, implementation, maintenance, and funding. The Complete Streets Training program is currently in its second iteration, now including specialized trainings in street safety, communications and messaging, and corridor and intersection design.

Adam Chase PE, TE
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xiv
APPENDIX – R ES uMES
CRA P#2026.036
Blanca Soto PE
Deputy Project Manager

EXPERIENCE
12 years

EDUCATION
BS, Civil Engineering,
Chico State University
AA, Architectural
Drafting and Design,
Palomar Community
College

ACCREDITATION
Professional Engineer
(Civil), CA #86597
Blanca’s professional experience includes a variety of municipal roadway, active transportation, and streetscape projects. Able to see broader perspectives and implications of transportation projects, her expertise includes designing and preparing street improvement plans, utility plans, traffic control plans, signing and striping plans, and traffic signal plans. She is also well versed in the preparation of technical studies, cost estimates, and technical specifications. Blanca is recognized for her ability to contribute to others’ professional growth through excellent mentorship.

RELEVANT PROJECT EXPERIENCE
Nevada and Lemon Sidewalks and Lighting Project, Vista, CA: Lead Engineer – CRA led the design phases of a 2-mile project to close the gap in mobility for residents by building ADA compliant sidewalk, driveways and curb ramps in Vista, CA. The project included the construction of 8 curb extensions at intersections to provide a safe crossing for pedestrians, as well as the construction of ADA accessible driveways, stormwater BMPs, relocation of utilities, and increase in curb inlet capacity. The project is in construction and will be completed at the end of 2025.

Main Street Green Street Phase 1, El Cajon, CA: Project Engineer – To revitalize the corridor into an attractive multimodal gateway, CRA led the design of this Smart Growth Incentive Program grant-funded project to repurpose and narrow travel lanes in order to install enhanced sidewalks and access ramps, Class IV and Class II bikeways, high visibility pedestrian crossings, LID stormwater management planters, signage, traffi c signal modifi cations, landscaping and irrigation, and safety lighting. These mobility connections will provide a safe and accessible mobility network between the Transit Center, downtown, and nearby disadvantaged neighborhoods to the north and south.

Village and Barrio Traffi c Circles, Carlsbad, CA: Project Engineer – CRA led the preliminary and fi nal design phases of this long-awaited project in the heart of the Carlsbad Village and Barrio area. The project includes signifi cant safety improvements to fi ve intersections. Traffi c circles are proposed for traffi c calming, new pedestrian walkways and ramps will improve accessibility, and new lighting will enhance the visibility and aesthetics of the area. The project also includes bike network enhancements, storm water quality features, and a decorative public art display within one of the traffi c circles.

Connect Main Street Phases 1-3, Lemon Grove, CA: Project Engineer – CRA led the fi nal design efforts for Phases 1-3 of the Connect Main Street project which provides a continuous mobility thoroughfare along Main Street. To accommodate these facilities, a portion of Main Street will be closed (Davidson to Buena Vista) and another portion converted to one-way (Burnell to San Miguel). Phases 1-3 also include custom designed gateway structures, interpretive panels, exercise stations, and a community garden, all based on the thematic time periods developed as part of the initial planning efforts. To further enhance the corridor, lighting, drainage, water quality, signing & striping, signal modifi cations, and parking improvements are also included.
60%
Availability
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xv
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
College Boulevard Multimodal Improvements, Oceanside, CA: Project Engineer – CRA is currently leading the design for the College Boulevard Multi-Modal Improvements project. The project spans 2.5 miles from Waring Road to Old Grove Road. The proposed project will accomplish a variety of goals. Firstly, along the entire length of the project the existing Class 2 bike lanes will be replaced with one-way-sidewalk-level raised cycle tracks.

Additionally, protected intersections with bicycle signals are being designed at the nine signalized intersections.

The project will also widen a portion of College Blvd from four-lanes to six-lanes, and will improve an at-grade light-rail crossing. Other improvements include new corridor street lighting, LID storm water management, new landscaping and street trees, and utility relocations.

El Cajon Boulevard Streetscape Phase 1, El Cajon, CA: Project Engineer – CRA led the design for this grant funded project that will implement an innovative roundabout at the El Cajon Boulevard/Johnson Avenue intersection, along with a road diet and streetscape enhancements along El Cajon Boulevard to foster the revitalization of an urban village along the boulevard. The project will replace the existing fi ve-leg signalized intersection with a modern roundabout, thus increasing safety and traffi c calming at the intersection. Specialty lighting, seating nooks, landscaping, irrigation, decorative widened sidewalks, and Green Street storm water BMPs further enhance the corridor for the local community.

Jamacha Road Safety Improvements, El Cajon, CA: Project Engineer – Following the preparation of a successful HSIP Cycle 9 application, CRA recently fi nalized the PS&E effort. The project provides both vehicular and pedestrian safety countermeasures along this primary thoroughfare. Improvements include high visibility pedestrian crossings at signalized intersections, raised medians to control access, sidewalk and curb ramp accessibility upgrades, and RRFB mid-block pedestrian crossings. In addition to the proposed safety improvements the project will also be a “Green Street” by reducing the overall impervious area and associated runoff rates, benefi ting the existing drainage infrastructure.

Oakdale Alameda Gateway Improvements, El Cajon, CA: Project Engineer – CRA led the design of the multidisciplinary, Clean California grant funded, improvements along Oakdale Avenue and Walter Way. The project will beautify, revitalize, and enhance these corridors as well as the alley that connects them. Landscaping, irrigation, decorative lighting, stormwater quality BMPs, traffi c signal improvements, and enhanced streetscape are all being incorporated while minimizing impacts to on-street parking and adjacent properties. The accelerated schedule dictated by the grant funding requirements necessitated close and frequent communication and coordination between the consultant team, City staff, and interested stakeholders.

Vista Village Trunk Sewer Project, Vista, CA*: Traffi c Control Plan Designer – This project upgraded a major trunk sewer to address critical capacity deficiencies along one of the City’s primary commercial corridors, crossing Buena Vista Creek and SR-78. Developed traffic control plans to support construction activities while minimizing disruption along this highly visible and heavily traveled corridor, including lane closures, signage placement, and work zone traffic management in compliance with local safety standards.

SR 86 Vision Blueprint and Complete Streets Implementation, Imperial, CA: Project Engineer – CRA is developing the SR 86 Vision Blueprint, a comprehensive land use, zoning, and circulation strategy for SR 86 within the City of Imperial. The Blueprint reimagines SR 86 as a Complete Street with signifi cant traffi c calming, a dedicated pedestrian sidewalk, 3 modern roundabouts, a separated bikeway, new lighting, and Low Impact Development (LID) stormwater management. SR 86’s character will be transformed to encourage economic development, highlight Imperial as a destination, and increase the community’s ability to walk and bike. CRA is leading public workshops and pop-ups to share project progress and listen to the suggestions and concerns of citizens.
*Projects prior to joining CRA
Blanca Soto PE
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xvi
APPENDIX – R ES uMES
CRA P#2026.036
Roberto Ruiz-Salas PE
Complete Street & Bikeway Lead

EXPERIENCE
17 years

EDUCATION
BS, Civil Engineering,
California State
Polytechnic University,
San Luis Obispo

ACCREDITATION
Professional Engineer
(Civil), CA #81946

AFFILIATIONS
American Public Works
Association (APWA)
American Society of
Civil Engineers (ASCE)
Roberto provides consulting services to agencies developing capital improvement projects, including multimodal transportation and public utilities design. An excellent communicator with infectious positivity, Roberto has managed private and public projects that involve coordinating large multi-firm consulting teams across engineering disciplines. He has been Lead Engineer for projects including roadway safety enhancements, roundabouts, signing and striping, bicycle facilities, park design, water quality, site grading, and utility design. Having worked extensively in the region, Roberto is deeply familiar with the requirements of the City of Vista and other Southern California agencies.

RELEVANT PROJECT EXPERIENCE
Nevada and Lemon Sidewalks and Lighting Project, Vista, CA: Project Manager – CRA led the design phases of a 2-mile project to close the gap in mobility for residents by building ADA compliant sidewalk, driveways and curb ramps in Vista, CA. The project included the construction of 8 curb extensions at intersections to provide a safe crossing for pedestrians, as well as the construction of ADA accessible driveways, stormwater BMPs, relocation of utilities, and increase in curb inlet capacity.

Village and Barrio Traffi c Circles, Carlsbad, CA: Project Manager – CRA led the preliminary and fi nal design phases of this long-awaited project in the heart of the Carlsbad Village and Barrio area. The project includes signifi cant safety improvements to fi ve intersections. Traffi c circles are proposed for traffi c calming, new pedestrian walkways and ramps will improve accessibility, and new lighting will enhance the visibility and aesthetics of the area. The project also includes bike network enhancements, storm water quality features, and a decorative public art display within one of the traffi c circles.

Palm Avenue Multimodal Corridor, Imperial Beach, CA: Project Manager – This project will transform Palm Avenue in the City of Imperial Beach from a Caltrans designed corridor to a City driven, placemaking, multimodal complete streets corridor.

A team of 10 subconsultants will work together to design Class IV bikeways, 10’ wide sidewalks, transit bus-islands, median and sidewalk landscape improvements, a new signalized intersection, modifi cations to traffi c signals, multi-modal protected intersections, stormwater BMPs, structural design, and public outreach, among other disciplines. The one-mile corridor will connect to existing bike facilities, regional bicycle corridors, as well as ongoing active City projects.

Citywide Protected Bike Lanes, Vista, CA: Project Manager – The CRA team designed Class II, III, and IV bike lanes across 13 corridors within the City of Vista.

The improvements included delineator posts, AC berms, and parallel parking as separators, high-visibility crossings at driveways and intersections, reduction in travel lane width, road diets, and traffi c circles. Roberto collaborated with the City’s Traffi c Engineer, City Engineer, and Director of Planning to determine the improvements to be constructed on each corridor.
55%
Availability
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xvii
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
Roberto Ruiz-Salas PE
Bayshore Bikeway Segment 5, National City, CA: Project Manager – CRA completed both the preliminary and fi nal engineering design for this 1.3-mile missing segment in the overall Bayshore Bikeway. The project includes a combination of off-street shared-use paths and on-street two-way protected bikeways and is a multi-jurisdictional effort, requiring close coordination with the Unifi ed Port District of San Diego, Caltrans, SANDAG, MTS, CPUC, and National City. Key project features included right-of-way determination, queue cutter railroad signals with advanced pedestrian preemption, specialty bikeway crossings and pedestrian treatments with GO-88B permit approvals, and avoidance of adjacent wetlands.

Sweetwater Road Bikeway, National City, CA: Technical Advisor – CRA led the design for this 1.3-mile active transportation corridor. The bikeway provides an important connection to the Sweetwater River Bikeway.

The project also included traffi c signal modifi cations at six intersections to accommodate new bikeway facilities/ crossings. Extensive coordination was required as the project limits reside within both City and Caltrans right-of- way.

West 19th Street Greenway, National City, CA: QA/QC Manager – CRA recently completed the preliminary and fi nal design for the W. 19th Street Greenway. The project will close W. 19th Street to vehicular traffi c from McKinley Avenue to Wilson Avenue to implement a permanent street closure to support recreation and active transportation needs within the community. Proposed project features include a protected bikeway, a pedestrian walkway, landscaping, parcourse stations, site furniture, and lighting. Project deliverables included a CEQA CE, Drainage Study, Storm Water Quality Management Plan, Geotechnical Investigation, and the preparation of 95%, Pre-Final, and Final PS&E. Caltrans and MTS permits were secured along with a GO-88B.

Highland Ave Inter-City Bike Connection, National City, CA: Project Manager – This project will construct nearly 0.7 miles of Class IV and Class II bicycle facilities on Highland Avenue from 30th Street to the southern City limits with the City of Chula Vista. The project is constructing a bicycle bend out at the southeastern corner of Highland Avenue and 30th Street, and implementing a 24/7 pedestrian scramble at that same intersection to allow for safe crossing of students and residents at the busy intersection. The CRA team helped the City secure design and construction funds for the project through ATP cycle 5; completed the PA&ED and PS&E phase, obtained a Caltrans Encroachment permit to construct Class IV bike lanes on Caltrans Right-of-Way following DIB 89-02 guidelines; and engaged with other agencies and stakeholders. The project is expected to be released to construction in the fall 2025.

SANDAG’s Reconnecting Communities Study, San Diego, CA: Senior Civil Engineer – CRA collaborated with SANDAG and Caltrans D11 in a regionwide study to identify where highway and rail infrastructure has created barriers and negatively impacted communities. Using data-driven analysis and community engagement, the study defi ned solutions to reconnect historically underserved communities and improve access to jobs, education, healthcare, and recreation. The effort evaluated seven focus areas across San Diego County and developed short- and long-term strategies including enhanced pedestrian and bicycle infrastructure, grade separations, transit priority improvements, intersection upgrades, placemaking strategies, and public space enhancements.

CRA developed and facilitated stakeholder workshops and community outreach activities with community-based organizations (CBOs) to gather input and refi ne proposed solutions. The fi nal report provides a roadmap for cities and regional partners to pursue state and federal funding for implementation of projects that improve connectivity, safety, and multimodal mobility.
24th Street Transit Center Connections, National City, CA: Project Manager – CRA assisted the City with securing federal and state funds to construct 2 miles of Class 1, 2, 3, and 4 bicycle facilities within a mile of the 24th Street Transit Center, to build out fi rst and last mile connections. CRA is completing the preliminary engineering and environmental process, which includes both NEPA and CEQA due to the various funding sources. The project includes agency coordination including: Caltrans, MTS, SANDAG, SDG&E, Sweetwater Authority, and private developers through the design process.
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xviii
APPENDIX – R ES uMES
CRA P#2026.036
Samantha Baidy PE, TE
Agency & Utility Lead

EXPERIENCE
8 years

EDUCATION
BS Civil Engineer,
Minor in Business
Administration,
Northeastern University

ACCREDITATION
Professional Engineer
(Civil), CA #97410
Professional Engineer
(Traffi c), CA #3135

AFFILIATIONS
ITE, San Diego Chapter
Mini-Golf Event Co-
Chair, Western District
Editorial Committee
WTS, Annual Awards
Dinner Committee
Samantha is a results driven traffic engineer project manager with experience leading civil, traffic, and public works projects from concept to completion.

Adept at delivering projects on time and within budget. Strong background in both transportation planning and traffic engineering with a proven ability to handle complex projects and multitask efficiently. Recognized for excellent communication, problem-solving, and leadership skills in fast paced environment.

Passionate alternative transportation advocate.

RELEVANT PROJECT EXPERIENCE
Palm Avenue Multimodal Corridor, Imperial Beach, CA: Traffi c Engineer – This project will transform Palm Avenue in the City of Imperial Beach from a Caltrans designed corridor to a City driven, placemaking, multimodal complete streets corridor. This multidisciplinary team of 10 subconsultants will work together to design Class IV bikeways, 10’ wide sidewalks, transit bus-islands, median and sidewalk landscape improvements, a new signalized intersection, modifi cations to traffi c signals, multi-modal protected intersections, stormwater BMPs, structural design, and public outreach, among other disciplines. The one-mile corridor will connect to existing bike facilities, regional bicycle corridors, as well as ongoing active City projects.

North Coast Highway 101 Streetscape, Encinitas, CA*: Design Engineer – This project encompasses improvements to North Coast Highway between La Costa Avenue and A Street with goals of increasing walkability, enhancing bicycle facilities, restoring the tree canopy, and providing street beautifi cation measures.

The project included multimodal functions involving road diet measures, such as lane restriping of sharrows in the northbound and southbound lanes; fi ve traffi c calming roundabouts; a traffi c signal; and street beautifi cation measures for 2.5 miles of old Highway 101 in Leucadia. Samantha was responsible for designing signing and striping improvements and traffi c control plans.

Paseo Del Norte Pedestrian and Bike Improvements, Carlsbad, CA*: Project Manager – The project was initiated by the City of Carlsbad to provide traffi c calming features and a safe midblock pedestrian crossing on Paseo Del Norte due to high pedestrian collision frequencies identifi ed as part of the Carlsbad’s Local Roadway Safety Program. Samantha was responsible for street improvements on Paseo Del Norte that included a road diet, enhanced bike lanes, a mid-block crossing with fl oating pedestrian refuge islands, RRFB, and street lighting. 9th Street Enhancement Project, Imperial Beach, CA*: Design Engineer – The project was initiated by the City of Imperial Beach to improve mobility, accessibility, safety, and water quality along 9th Street from Calla Avenue to the southern terminus of 9th Street. Samantha was responsible for designing ADA pedestrian bulb outs, signing and striping, and traffi c signal modifi cations as part of a mile long complete streets project within Imperial Beach. She also participated In the public outreach efforts.
55%
Availability
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xix
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
Samantha Baidy PE, TE
Carlsbad Resurfacing Projects (2024 and 2025), Carlsbad, CA*: Project Manager – Coordinated with the City of Carlsbad to set bicycle facility standards to implement during their yearly pavement management program.

Guided team to develop signing and striping plans to improve and/or implement bicycle facilities throughout Carlsbad. The City of Carlsbad utilized a consultant to provide construction plans for their annual street resurfacing program. The program included arterials, collectors, and residential streets.

Carlsbad Emergency East-West Corridor Bike Striping Project, Carlsbad, CA*: Deputy Project Manager – Responsible for designing signing and striping improvements along 16 miles of corridors throughout Carlsbad, CA. Worked effi ciently to complete the project within 4 months of Notice to Proceed. Coordinated with Caltrans and the neighboring city of Encinitas to make sure transitions felt seamless between jurisdictions. Increased coordination with Caltrans was necessary at fi ve interchanges along Interstate 5 for critical confl ict areas with large turning movement volume.

Palm Desert Walk and Roll Phase 2, Palm Desert, CA*: Project Manager – Responsible for designing and preparing PS&E for signing and striping improvements on several corridors throughout the City of Palm Desert.

Improvements included enhanced bicycle facilities and Class IV bicycle facilities. Provided support for public meetings including technical memorandums on the differences between Class II and Class IV bike facilities, and different options for vertical separators for Class IV bike facilities.

San Bernardino Safe Routes to School, San Bernardino, CA*: Project Manager – Responsible for QA/QC, project management, and lead conceptual engineering for Safe Routes to School project for 21 schools within San Bernardino County. Participated in walk audits with school and county staff to determine key issues and potential recommendations for each school.

Valley Boulevard and Main Street Complete Streets Pedestrian Studies, El Monte, CA*: Design Engineer – Responsible for managing the design of pedestrian and bicycle improvement options along Valley Boulevard and Main Street. Conceptual improvement options included a road diet, bike lanes, protect bike lanes, fl oating bus islands, mini traffi c circles, and roundabouts.

Tamarack Avenue Traffi c Calming, Carlsbad, CA*: Design Engineer – This project was initiated due to resident concerns over speeding along Tamarack Avenue from Skyline Road to Adams Street. The long-term plan for this street did not have near term funding, so the design team prepared intermediate traffi c calming plans to reduce speed and provide safer pedestrian crossings. This accelerated project included two raised crosswalks with rectangular rapid fl ashing beacons, and three speed tables. Samantha was responsible for the signing and striping design.

Veteran’s Park, Carlsbad, CA*: Design Engineer – The Veteran’s Memorial Park project is a 91.5-acre park development project located on Faraday Avenue in Carlsbad, CA. The Faraday Avenue improvements included raised crossings with rectangular fl ashing beacons, enhanced bicycle facilities, vehicle parking, and traffi c calming features. Samantha was responsible for reviewing street improvements and signing and striping plans. *Projects prior to joining CRA
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xx
APPENDIX – R ES uMES
CRA P#2026.036
Tomo Takahashi PE
Traffi c & Lighting Design Lead

EXPERIENCE
20 years

EDUCATION
BSE, Civil Engineering,
Arizona State University

ACCREDITATION
Professional Engineer
(Civil), CA #81522
Professional Engineer
(Civil), AZ #73374
Tomo is renowned for his proficiency in identifying innovative solutions for traffic signals, lighting, signing and striping, temporary traffic control, and Intelligent Transportation Systems (ITS). With a rich portfolio encompassing diverse projects such as bikeways, roundabouts, traffic circles, express lanes, ADA upgrades, and signal interconnect systems, he has consistently demonstrated his expertise in delivering high-impact traffic design solutions. With extensive experience in traffic design spanning the Southern California region, Tomo has been instrumental in a wide range of projects. His exceptional organizational acumen sets him apart, enabling him to navigate and resolve design and construction complexities with precision and timeliness. Tomo's dedication to ensuring the project's success and his strong problem-solving skills make him an invaluable asset.

RELEVANT PROJECT EXPERIENCE
El Cajon Boulevard Streetscape Phase 1, El Cajon, CA: Lead Traffi c Engineer – CRA led the design for this grant funded project that will implement an innovative roundabout at the El Cajon Boulevard/Johnson Avenue intersection, along with a road diet and streetscape enhancements along El Cajon Boulevard to foster the revitalization of an urban village along the boulevard. The project will replace the existing fi ve-leg signalized intersection with a modern roundabout, thus increasing safety and traffi c calming at the intersection. Specialty lighting, seating nooks, landscaping, irrigation, decorative widened sidewalks, and Green Street storm water BMPs further enhance the corridor for the local community.

Leucadia Boulevard Streetscape Phase 2, Encinitas, CA: Lead Traffi c Engineer – CRA designed a modern roundabout on Leucadia Boulevard at Hygeia Avenue.

The design elements include construction of LID storm water management design features, decorative retaining walls that will allow for the protection of existing utilities and provide screening for the adjacent properties, specialized street lighting, and landscape and irrigation improvements. The design also includes drainage upgrades to resolve existing fl ood control issues and the introduction of roadside water quality BMPs to improve storm water quality. The precise grading design was particularly challenging due to the steep slopes on two of the four intersection approaches and the shallow depth of various utility lines.

Village and Barrio Traffi c Circles, Carlsbad, CA: Lead Traffi c Engineer – CRA led the preliminary and fi nal design phases of this long-awaited project in the heart of the Carlsbad Village and Barrio area. The project includes signifi cant safety improvements to fi ve intersections. Traffi c circles are proposed for traffi c calming, new pedestrian walkways and ramps will improve accessibility, and new lighting will enhance the visibility and aesthetics of the area. The project also includes bike network enhancements, storm water quality features, and a decorative public art display within one of the traffi c circles.

Oakdale Alameda Gateway Improvements, El Cajon, CA: Lead Traffi c Engineer – CRA led the design of the multidisciplinary, Clean California grant funded, improvements along Oakdale Avenue and Walter Way. The project will beautify, revitalize, and enhance these corridors as well as the alley that connects them.

Landscaping, irrigation, decorative lighting, stormwater quality BMPs, traffi c signal 55%
Availability
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxi
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
improvements, and enhanced streetscape are all being incorporated while minimizing impacts to on-street parking and adjacent properties. The accelerated schedule dictated by the grant funding requirements necessitated close and frequent communication and coordination between the consultant team, City staff, and interested stakeholders.

Main Street Green Street Phase 1, El Cajon, CA: Lead Traffi c Engineer – To revitalize the corridor into an attractive multimodal gateway, CRA led the design of this Smart Growth Incentive Program grant-funded project to repurpose and narrow travel lanes in order to install enhanced sidewalks and access ramps, Class IV and Class II bikeways, high visibility pedestrian crossings, LID stormwater management planters, signage, traffi c signal modifi cations, landscaping and irrigation, and safety lighting. These mobility connections will provide a safe and accessible mobility network between the Transit Center, downtown, and nearby disadvantaged neighborhoods to the north and south.

Bayshore Bikeway Segment 5, National City, CA: Lead Traffi c Engineer – CRA completed both the preliminary and fi nal engineering design for this 1.3-mile missing segment in the overall Bayshore Bikeway. The project includes a combination of off-street shared-use paths and on-street two-way protected bikeways and is a multi- jurisdictional effort, requiring close coordination with the Unifi ed Port District of San Diego, Caltrans, SANDAG, MTS, CPUC, and National City. Key project features included right-of-way determination, queue cutter railroad signals with advanced pedestrian preemption, specialty bikeway crossings and pedestrian treatments with GO-88B permit approvals, and avoidance of adjacent wetlands.

City-Wide Pedestrian Safety Enhancements, National City, CA: Project Manager – CRA prepared the grant for this Highway Safety Improvement Program (HSIP) and provided PS&E services. The project proposed a variety of safety countermeasures including, pedestrian countdown signal heads, high visibility crosswalks, advanced stop bars, and modifying existing signal phasing to implement a Leading Pedestrian Interval (LPI).

University Bikeway, San Diego, CA: Lead Traffi c Engineer – As part of the City of National City’s CIP On-call contract, The City of National City identifi ed eight signalized intersections that showed a signifi cant volume and/ or severity of crashes based on recently completed planning projects. CRA prepared the grant for this Highway Safety Improvement Program (HSIP) and provided PS&E services. The project proposed a variety of safety countermeasures including, pedestrian countdown signal heads, high visibility crosswalks, advanced stop bars, and modifying existing signal phasing to implement a Leading Pedestrian Interval (LPI).

Sweetwater Road Bikeway, National City, CA: Lead Traffi c Engineer – CRA led the design for this 1.3-mile active transportation corridor. The bikeway provides an important connection to the Sweetwater River Bikeway.

The project also included traffi c signal modifi cations at six intersections to accommodate new bikeway facilities/ crossings. Extensive coordination was required as the project limits reside within both City and Caltrans right-of- way.

Woodside Avenue Sidewalk Improvement Project, Lakeside, CA: Lead Traffi c Engineer – As part of the County of San Diego on-call, this project will enhance the pedestrian and bicycle network by proposing new sidewalk and ADA-compliant curb ramps, buffered bicycle lanes, and green street features along Woodside Avenue between Marilla Drive and Chestnut Street. CR Associates is leading the signing and striping design during the PS&E phase, which included installing high-visibility pedestrian continental crosswalks, buffered Class II bike lanes, and green confl ict markings to enhance safety and accessibility for pedestrians and bicyclists.

Eastern Hillcrest Bikeway, San Diego, CA: Lead Traffi c Engineer – CRA provided the design for fi ve signal modifi cations, temporary traffi c control, and decorative lighting for this low-stress urban bikeway project that will construct over one mile of the regional bike network along University Avenue, Normal Street, Lincoln Avenue, Herbert Street, and Robinson Avenue. The proposed improvements on University Avenue (a 4-lane major arterial) include Class IV protected bikeways, no turn on red signs for all approaches, and bus islands. A Class I shared-use bike path and a half street road closure is proposed on Normal Street for a new promenade, which will signifi cantly enhance the walking and biking environment with decorative lighting.

Tomo Takahashi PE
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxii
APPENDIX – R ES uMES
CRA P#2026.036
Scott Cartwright PE
Stormwater Management Lead

EXPERIENCE
20 years

EDUCATION
BS, Civil Engineering,
Brigham Young
University, Utah

ACCREDITATION
Professional Engineer
(Civil), CA #77512

AFFILIATIONS
American Public
Works Association
(APWA) - Past Chair
of the Transportation
Committee (2019-2021)
2023 APWA PWX
Conference Host
Committee
Scott has served in leadership roles for a wide variety of public street and infrastructure improvement projects. He specializes in Complete Streets and stormwater management addressing flood control, water quality, and hydromodification management. Scott’s analytical acumen, critical perspective, and astute problem-solving ability, coupled with an amicable disposition, results in his successful guidance of projects from planning and design to construction and implementation.

RELEVANT PROJECT EXPERIENCE
Connect Main Street Phases 1-3, Lemon Grove, CA: Project Manager – CRA led the fi nal design efforts for Phases 1-3 of the Connect Main Street project which provides a continuous mobility thoroughfare along Main Street. To accommodate these facilities, a portion of Main Street will be closed (Davidson to Buena Vista) and another portion converted to one-way (Burnell to San Miguel). Phases 1-3 also include custom designed gateway structures, interpretive panels, exercise stations, and a community garden, all based on the thematic time periods developed as part of the initial planning efforts. To further enhance the corridor, lighting, drainage, water quality, signing & striping, signal modifi cations, and parking improvements are also included.

Main Street Green Street Phase 1, El Cajon, CA: Project Manager – To revitalize the corridor into an attractive multimodal gateway, CRA led the design of this Smart Growth Incentive Program grant-funded project to repurpose and narrow travel lanes in order to install enhanced sidewalks and access ramps, Class IV and Class II bikeways, high visibility pedestrian crossings, LID stormwater management planters, signage, traffi c signal modifi cations, landscaping and irrigation, and safety lighting. These mobility connections will provide a safe and accessible mobility network between the Transit Center, downtown, and nearby disadvantaged neighborhoods to the north and south.

Village and Barrio Traffi c Circles, Carlsbad, CA: Lead Stormwater Engineer – CRA led the preliminary and fi nal design phases of this long-awaited project in the heart of the Carlsbad Village and Barrio area. The project includes signifi cant safety improvements to fi ve intersections. Traffi c circles are proposed for traffi c calming, new pedestrian walkways and ramps will improve accessibility, and new lighting will enhance the visibility and aesthetics of the area. The project also includes bike network enhancements, storm water quality features, and a decorative public art display within one of the traffi c circles.

El Cajon Boulevard Streetscape Phase 1, El Cajon, CA: Lead Stormwater Engineer – CRA led the design for this grant funded project that will implement an innovative roundabout at the El Cajon Boulevard/Johnson Avenue intersection, along with a road diet and streetscape enhancements along El Cajon Boulevard to foster the revitalization of an urban village along the boulevard. The project will replace the existing fi ve-leg signalized intersection with a modern roundabout, thus increasing safety and traffi c calming at the intersection. Specialty lighting, seating nooks, landscaping, irrigation, decorative widened sidewalks, and Green Street storm water BMPs further enhance the corridor for the local community. 55%
Availability
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxiii
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
Scott Cartwright PE
Jamacha Road Safety Improvements, El Cajon, CA: Lead Stormwater Engineer – Following the preparation of a successful HSIP Cycle 9 application, CRA recently fi nalized the PS&E effort. The project provides both vehicular and pedestrian safety countermeasures along this primary thoroughfare. Improvements include high visibility pedestrian crossings at signalized intersections, raised medians to control access, sidewalk and curb ramp accessibility upgrades, and RRFB mid-block pedestrian crossings. In addition to the proposed safety improvements the project will also be a “Green Street” by reducing the overall impervious area and associated runoff rates, benefi ting the existing drainage infrastructure.

College Boulevard Multimodal Improvements, Oceanside, CA: Lead Stormwater Engineer – The project spans

2.5 miles from Waring Road to Old Grove Road. The proposed project will accomplish a variety of goals. Firstly, along the entire length of the project the existing Class 2 bike lanes will be replaced with one-way-sidewalk-level raised cycle tracks. Additionally, protected intersections with bicycle signals are being designed at the nine signalized intersections. The project will also widen a portion of College Blvd from four-lanes to six-lanes, and will improve an at-grade light-rail crossing. Other improvements include new corridor street lighting, LID storm water management, new landscaping and street trees, and utility relocations.

University Bikeway, San Diego, CA: Project Engineer – CRA was the lead for both the NEPA and PS&E phases of the project. This 2.9-mile urban bikeway runs through the mid-city and eastern neighborhoods of San Diego, ultimately connecting to the City of La Mesa at its eastern terminus. Proposed improvements include protected bikeways (Class IV), bus platforms to eliminate bus/bike confl icts, a protected intersection, fully protected bike movements at signalized intersections, two-stage left-turn queue boxes, enhanced mid-block pedestrian crossings, bike signals, 11 traffi c signal modifi cations, traffi c calming measures, repurposing of travel lanes, and the innovative use of fl oating islands to slow side street turning movements.

Palm Avenue Multimodal Corridor, Imperial Beach, CA: Lead Stormwater Engineer – This project will transform Palm Avenue in the City of Imperial Beach from a Caltrans designed corridor to a City driven, placemaking, multimodal complete streets corridor. This multidisciplinary team of 10 subconsultants will work together to design Class IV bikeways, 10’ wide sidewalks, transit bus-islands, median and sidewalk landscape improvements, a new signalized intersection, modifi cations to traffi c signals, multi-modal protected intersections, stormwater BMPs, structural design, and public outreach, among other disciplines. The one-mile corridor will connect to existing bike facilities, regional bicycle corridors, as well as ongoing active City projects.

West 19th Street Greenway, National City, CA: Lead Stormwater Engineer – CRA recently completed the preliminary and fi nal design for the W. 19th Street Greenway. The project will close W. 19th Street to vehicular traffi c from McKinley Avenue to Wilson Avenue to implement a permanent street closure to support recreation and active transportation needs within the community. Proposed project features include a protected bikeway, a pedestrian walkway, landscaping, parcourse stations, site furniture, and lighting. Project deliverables included a CEQA CE, Drainage Study, Storm Water Quality Management Plan, Geotechnical Investigation, and the preparation of 95%, Pre-Final, and Final PS&E. Caltrans and MTS permits were secured along with a GO-88B.

Oakdale Alameda Gateway Improvements, El Cajon, CA: Lead Stormwater Engineer – CRA led the design of the multidisciplinary, Clean California grant funded, improvements along Oakdale Avenue and Walter Way. The project will beautify, revitalize, and enhance these corridors as well as the alley that connects them. Landscaping, irrigation, decorative lighting, stormwater quality BMPs, traffi c signal improvements, and enhanced streetscape are all being incorporated while minimizing impacts to on-street parking and adjacent properties. The accelerated schedule dictated by the grant funding requirements necessitated close and frequent communication and coordination between the consultant team, City staff, and interested stakeholders. 05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxiv
APPENDIX – R ES uMES
CRA P#2026.036
Phuong Nguyen is a senior-level traffi c engineering professional with extensive experience in delivering a wide range of transportation solutions. He has led and managed projects in areas such as parking plans, traffi c operations, micro-simu- lation, VMT mitigation strategies, and transportation impact analysis, as well as con- ceptual engineering for transportation systems. Phuong’s deep expertise enables him to develop innovative analysis methods and tools that enhance modeling, visualization, and traffi c operations analysis. He is profi cient in the latest industry software, including VISSIM, Synchro/SimTraffi c, Q-Free, and both Activity-Based and 4-Step Models. Phuong’s technical acumen, combined with his keen under- standing of client needs, ensures the successful advancement of complex transpor- tation projects.

RELEVANT PROJECT EXPERIENCE
Vista General Plan Update, Vista Bicycle Master Plan, Vista, CA: Traffi c Engineer – CRA is the mobility consultant for the Vista General Plan Mobility Element update. CRA completed a comprehensive mobility analysis and continues to engage the community to create a mobility vision, goals, policies, and network recommendations. CRA also led the development of the Vista Bicycle Master Plan (BMP), which involved building upon previous plans to refl ect changes in cycling patterns and infrastructure development. CRA conducted traditional outreach, fi eld-based intercept surveys, and demand assessments, as well as developed an innovative bicycle travel monitoring program. Adopted in 2015, the BMP includes 20 project sheets with conceptual designs and cost estimates.

City of Vista As-Needed Transportation/Traffi c Engineering Services, Vista, CA:

Task Order Manager – CR Associates has been supporting the City of Vista since 2013 through multiple contract terms, providing a wide range of transportation engineering and planning services. Our assignments have included traffi c impact analyses for new development projects, roadway speed studies, safety studies, active transportation planning, Mobility Element development, grant writing, parking assessments, and roadway operational and circulation studies. Through these efforts, CRA has developed an in-depth understanding of North San Diego County’s transportation network and continues to serve as a trusted and reliable resource to the City.

University Bikeway, SANDAG, San Diego, CA: Traffi c Engineer – CRA was the lead for both the NEPA and PS&E phases of the project. This 2.9-mile urban bikeway runs through the mid-city and eastern neighborhoods of San Diego, ultimately connecting to the City of La Mesa at its eastern terminus. Proposed improvements include protected bikeways (Class IV), bus platforms to eliminate bus/bike confl icts, a protected intersection, fully protected bike movements at signalized intersections, two-stage left-turn queue boxes, enhanced mid-block pedestrian crossings, bike signals, 11 traffi c signal modifi cations, traffi c calming measures, repurposing of travel lanes, and the innovative use of fl oating islands to slow side street turning movements.

Phuong Nguyen TE
Traffi c Operations Lead

EXPERIENCE
19 years

EDUCATION
BS, Civil Engineering,
San Diego State
University

ACCREDITATION
Professional Engineer
(Traffi c), California
#TR2660

AFFILIATIONS
Institute of
Transportation
Engineers (ITE),
Member
55%
Availability
05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxv
APPENDIX – R ES uMES
CRA P#2026.036
(Resume continued)
Phuong Nguyen TE
Leucadia Boulevard Roundabout Analysis, City of San Diego, San Diego, CA: Traffi c Engineer – CRA designed a modern roundabout on Leucadia Boulevard at Hygeia Avenue. The design elements include construction of LID storm water management design features, decorative retaining walls that will allow for the protection of existing utilities and provide screening for the adjacent properties, specialized street lighting, and landscape and irrigation improvements. The design also includes drainage upgrades to resolve existing fl ood control issues and the introduction of roadside water quality BMPs to improve storm water quality. The precise grading design was particularly challenging due to the steep slopes on two of the four intersection approaches and the shallow depth of various utility lines.

City of San Marcos Traffi c Engineering On-Call, San Marcos, CA: Task Order Manager – CRA provides the City of San Marcos with comprehensive traffi c engineering services similar to those anticipated for Vista. Tasks include the preparation and peer review of traffi c studies, signal timing updates, adaptive signal pilot programs, TMC construction management, cycle track feasibility and alternatives analysis, cost estimating, ITS evaluations, safety analyses and countermeasure development, traffi c calming design, standards and manual updates, grant writing, plan checks, and staff support, including report preparation and presentations to the Traffi c Commission and City Council.

SR 86 Vision Blueprint and Complete Streets Implementation, Imperial, CA: Lead Traffi c Engineer – CRA is developing the SR 86 Vision Blueprint, a comprehensive land use, zoning, and circulation strategy for SR 86 within the City of Imperial. The Blueprint reimagines SR 86 as a Complete Street with signifi cant traffi c calming, a dedicated pedestrian sidewalk, 3 modern roundabouts, a separated bikeway, new lighting, and Low Impact Development (LID) stormwater management. SR 86’s character will be transformed to encourage economic development, highlight Imperial as a destination, and increase the community’s ability to walk and bike. CRA is leading public workshops and pop-ups to share project progress and listen to the suggestions and concerns of citizens.

La Mesa Boulevard Complete Streets Plan – Segment 1, La Mesa, CA: Lead Traffi c Engineer – CRA is leading the development of the La Mesa Boulevard Complete Streets Plan which aims to improve La Mesa’s public infrastructure and ensure safe, comfortable, and accessible mobility options for everyone./uni00A0This Plan guides future investments in mobility improvements and street design through goals and policy, infrastructure, and programmatic recommendations./uni00A0 In collaboration with MTS, SANDAG, and Caltrans, the project will redesign an auto-centric corridor into a balanced street that supports a vibrant mix of uses, increases neighborhood development opportunities and transportation choices, and improves connections to neighborhood destinations.

Plan recommendations including First-Last Mile connections, mobility hub locations, and smart technologies.

La Mesa Boulevard Complete Streets Plan – Segment 2, La Mesa, CA: Lead Traffi c Engineer – CRA is developing Segment 2 of the City of La Mesa’s Complete Streets Plan, building upon the solutions developed for Segment 1. Segment 2 extends from Jackson Drive connecting La Mesa’s business core under the I-8 freeway and up to a key transit station, major medical center, and regional mall. Segment 2 integrates SANDAG’s I-8 Comprehensive Multimodal Corridor Plan and the City’s Grossmont Bridge Multimodal Widening Project to create a continuous pedestrian path and protected bicycle facility through the core of La Mesa. CRA is leading an outreach process that includes development stakeholders, small businesses, and regional agencies.

City of San Marcos Traffi c Engineering On-Call, San Marcos, CA: Task Order Manager – CRA is providing the City of San Marcos with a variety of traffi c engineering services. Task orders under this contract closely resemble those anticipated for Vista, including the preparation and peer review of traffi c studies and operational analyses, signal timing update, adaptive signal pilot program, construction management, cycle track feasibility studies and alternatives development, cost estimates, ITS evaluations, safety analysis and countermeasure development, traffi c calming evaluation and design, traffi c engineering standards and guidelines development and manual updates, grant writing, plan checks, traffi c calming guideline, TDM ordinance evaluation, staff report preparation and presentation to the Traffi c Commission and City Council. 05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxvi
APPENDIX – R ES uMES
CRA P#2026.036

Rachel Price, PE / 5500%% AAvvaaiillaabbiilliittyy

ROUNDABOUT GEOMETRICS

EDUCATION
Bachelor of Science, Civil Engineering, Marquette University, 2000

PROFESSIONAL REGISTRATION
Professional Engineer, Civil: WA (43701), ID (14141), CA (77191)

PROFESSIONAL AFFILIATIONS
Past Member TRB Standing Committee on Roundabouts (2012-2025) Member NCHRP Panel 03-130 Production of Roundabouts: An Informational Guide, Third Edition (2023) Vice Chair of ITEʼs International Roundabout Committee (2012-2015)

Rachel Price has been dedicated to the promotion and design of roundabouts for the last 24 years (6 with Roundabotix).

She is a nationally recognized roundabout designer and instructor who takes care to meet the specific needs of each intersection. Rachel founded Roundabotix in 2020 and is active in the roundabout community. As a member of the TRB Roundabout Committee, she curated the agenda for the 6th International Conference on Roundabouts.

Rachelʼs select project experience includes:

Roundabout Training Classes: Created course material and provided training for over 1000 students including WSDOT, Caltrans, and Hawaii LTAP, including the following:
• Caltrans Roundabout Instruction , Contracted 2020

Geometric Design and Roundabout Validation Report : Designed the geometrics of over 50 roundabouts that are currently in operation . Notable projects include the following:
• Vaca Valley Parkway Roundabout Corridor, 2022 – Vaca Valley, CA Designed geometry to get Caltrans project and geometric design approval for three multilane roundabouts .

• SR 38/Stanfield Cutoff , 2021 – County of San Bernadino , CA Designed geometry to get Caltrans project and geometric design approval for three -leg intersection.

Peer Review: Provided constructive feedback in over 80 roundabout projects including the following:
• 224th Street Corridor, 2025 – City of Kent, WA
Guided City Engineers with the geometric and grading design of a three -leg urban-compact roundabout on a 15% grade with extreme right-of-way constraints.

Conceptual Geometry and Roundabout Validation Report : Analyzed and designed conceptual geometry for over 100 intersections to determine roundabout feasibility:
• Epoca Roundabout, 20 20 – San Diego, CA

Forensic Design: Analyzed operations at constructed roundabouts to identify potential issues contributing to crashes. Recommended treatments and changes in geometrical elements to address those issues. • Eagle Road/Amity Road Roundabout, 2023 - Ada County Highway District, ID 05/26/2026
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CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxvii
APPENDIX – R ES uMES
CRA P#2026.036
Reagan Ranney – 75% Availability
Agency & Utility Coordination

Education: State Fair Community College Career and Technology Center Industry Experience: 6 Years
Additional Training: OSHA 10-Hour Construction Safety Course, NASSCO-MACP Version 8 PACP|LACP|MACP, Advanced Utility Locator Training, METRO, Confined Space, Excavation, Trenching and Shoring (General Awareness), Fall Protection, First Aid/CPR Training, Heat Stress, PPE – Basic, Safe Driving

Mr. Ranney is an experienced Locator with 6 years of experience. He has performed standard locating and mark-out following One-Call system procedures and prioritizing and routing tickets with use of computer system. Mr. Ranney has obtained most of his experience locating for: SDG&E, SUG Projects across various Southern California sites, and several large projects requiring CCTV inspections across Southern California sites. He is also well-versed in reading and understanding utility maps, prints and aerial imagery to assist in identification of underground utility assets.

Project Experience:

Eastern Municipal Water District – As-Needed Consultant Locating (Perris, CA) – Jan 2025-present Managed and executed over 800 hours of utility locating services under an as-needed consultant contract with Eastern Municipal Water District (EMWD). Led field crews in subsurface utility investigations across multiple EMWD facilities in Perris, CA, ensuring accurate identification and marking of underground utilities to support capital improvement and maintenance projects. Oversaw scheduling, client coordination, QA/QC of field data, and timely delivery of utility maps and documentation to minimize construction risks and service interruptions across EMWD infrastructure.

City of San Diego – Pure Water Pipeline Morena Conveyance South and Middle CCTV (San Diego, CA) – Sukut Construction – Nov 2024
Oversaw field operations and quality assurance for 136 hours of closed-circuit television (CCTV) pipeline inspection in support of Sukut Construction on the Morena Conveyance South and Middle segments of the City of San Diego’s Pure Water Program. Managed scheduling, field crew coordination, and data review to ensure inspections met project specifications and city standards. Delivered a comprehensive final report summarizing findings, condition assessments, and recorded footage to support construction planning, risk mitigation, and utility coordination for this critical water infrastructure initiative.

California State University San Marcos – FS1403 Storm Drain and Sewer System (San Marcos, CA) – Blackstone Builders – Dec 2024-Apr 2025
As the Locating and CCTV Manager, Mr. Ranney was responsible for overseeing the daily operations of the project, focusing on locating and assessing the condition of the facility’s sanitary sewer and storm drain systems. Throughout the project, he managed 220 hours of CCTV pipeline inspection, supervising the deployment of cameras through the pipe networks and ensuring thorough and accurate documentation. His responsibilities included performing quality control and quality assurance (QC/QA) on all video recordings to verify data integrity and inspection accuracy. Mr. Ranney worked closely with the client, leading daily coordination meetings to develop strategic plans that optimized workflow, enhanced crew efficiency, and ensured successful project execution.
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxviii
APPENDIX – R ES uMES
CRA P#2026.036
Rodrigo Rodriguez – 75% Availability
Agency & Utility Coordination

Education: Chula Vista High School
Industry Experience: 6 Years
Additional Training: Competent Person, Confined Space, First Aid/CPR, Traffic Control Technician, Traffic Control Flagger, OSHA Safety Training, Defensive Driving, Public Works Roadway Reconstruction Training

Mr. Rodriguez has been a valued member of AirX Utility Surveyors since 2016, steadily advancing from a field laborer role to his current position as Senior Project Manager. His career progression reflects not only a strong work ethic and leadership capabilities but also a deep-rooted understanding of field operations gained through years of hands-on experience. In his role as Senior Project Manager, Mr. Rodriguez leads a team of Project Managers and field crews, providing strategic direction, technical guidance, and daily support to ensure smooth project execution. His responsibilities include supervising on-site activities, developing and maintaining project schedules, and ensuring strict adherence to safety protocols and regulatory requirements.

Project Experience:

City of Escondido, East Valley Parkway and Midway Drive Drainage Improvement (Escondido, CA) – Michael Baker International – Apr-Jun 2025
Mr. Rodriguez oversaw utility potholing operations for the City of Escondido East Valley Parkway & Midway Drive Drainage Improvement Project, subcontracted through Michael Baker International under a $578,490 contract, performing $484,558.95 of work. The project aimed to improve roadway drainage infrastructure, reduce flooding risk, and enhance long-term service reliability along critical corridors. He directed the excavation of 112 potholes and performed 92 manhole dips to verify existing utilities, identify potential conflicts, and support accurate design and construction planning. Responsible for daily field coordination, safety compliance, scheduling, and communication with municipal staff, engineers, and subcontractors.

Successfully maintained productivity, quality control, and regulatory compliance, ensuring accurate utility documentation and minimizing the risk of construction delays.

City of San Diego, Otay 2
nd PL PH 4 H207169 J-19626 (Chula Vista, CA) – Rick Engineering – Jun-Jul 2023 / Feb-Mar 2025
The Otay 2nd Pipeline Phase 4 Project is a major water-infrastructure upgrade that replaces approximately 16,910 feet of aging transmission main with a new 48-inch welded steel pipeline to improve reliability, capacity, and corrosion resistance. The project is being delivered by Rick Engineering Company under a design and construction-support contract. As Subsurface Utility Locating Project, Mr. Rodriguez oversaw 42 potholes to identify utility conflicts along the 48-inch transmission main. Managing a scope of $131,436, he coordinated field crews, ensured compliance with safety and project specifications, and delivered accurate utility data that informed design decisions, mitigated construction risks, and supported the successful upgrade of this critical water infrastructure.

City of Vista, Eucalyptus Citrus Sewer Capacity Improvements (Vista, CA) – NV5 – May 2020 Mr. Rodrigo oversaw utility potholing operations for the City of Vista Eucalyptus Sewer Capacity Improvement project, subcontracted through NV5. This work supported the City’s broader sewer capacity and infrastructure enhancement goals. Successfully managed the excavation of 2 potholes to verify existing utilities and potential conflicts.
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxix
APPENDIX – R ES uMES
CRA P#2026.036

Jeffrey T. (JT) Barr – 55% Availability

PLA, ASLA
Landscape Architecture

PROFESSIONAL LICENSE
Landscape Architect, CA 2138, OH 1501346

YEARS OF EXPERIENCE
24 T otal | 18 With Firm

EDUCATION
Bachelor of Science, Landscape Architecture,
The Ohio State University

COMMITMENT LEVEL
15%

SELECT EXPERIENCE
• Genesee Avenue Median Beautification,
San Diego, CA
• North Harbor Drive Landscape Improvements,
San Diego, CA
• Connect Main Street Phases 1-2, Lemon Grove, CA
• Pier View Way Replacement, Oceanside, CA
• Palm Avenue Corridor, San Diego, CA
JJeeffffrreeyy TT.. ((JJTT)) BBaarrrr is a licensed landscape architect with 24 years of experience. His professional expertise includes the design and implementation of dynamic spaces that provide sustainable, context-responsive environments. Mr. Barr
provides leadership for projects of varying scales and budgets with an emphasis on developing comprehensive
multidisciplinary solutions. His expertise encompasses the design and implementation of spaces that provide
sustainable, context-responsive environments.

Chris Tiffany – 65% Availability

PLA, ISA, CPSI, SITES, ASLA
Landscape Architecture

PROFESSIONAL LICENSE
Landscape Architect, CA 6221
Certified Playground Safety Inspector, CA 56834-226
SITES Accredited Professional
ISA-Certified Arborist

YEARS OF EXPERIENCE
15 T otal | 13 With Firm

EDUCATION
Masters, Landscape Architecture,
California State Polytechnic University, Pomona
Bachelor of Science, Global Studies
University of California, Santa Barbara

COMMITMENT LEVEL
20%

SELECT EXPERIENCE
• Palm Avenue Corridor, Imperial Beach, CA*
• 13th Street Corridor, Imperial Beach, CA
• Coronado Cays Entrance Improvements,
Coronado, CA
• T orrey Highlands Community ID an Enhancement
Project, San Diego, CA
CChhrriiss TTiiffffaannyy has 15 years of in-depth experience in landscape architectural design in Southern California. He excels at creating site specific design solutions that address the local community and environment, as well as navigating logistical and technical factors of a project. Mr. Tiffany strives to design dynamic spaces that elevate site performance at the ecological, social, and aesthetic levels to enrich the user experience.
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxx
APPENDIX – R ES uMES
CRA P#2026.036
SEAN CHARLES ENGLERT – 55% Availability

PROFESSIONAL LAND SURVEYOR,
LICENSED LAND SURVEYOR (CA) NO. 7959
Mr. Englert is currently a Senior Consulting Land Surveyor for Gold Coast Surveying Inc. & CEO of Coastal Land Solutions, Inc. a full-service company that was founded in 2004 specializing in land surveying, land planning, mapping and civil engineering services throughout California. Mr. Englert and has been working professionally in the land surveying and civil engineering professions for 25 years. Professional projects include federal, state and local agency funded projects along with commercial, industrial, institutional projects and private developments.

Work Experience
2025 – Present GGoolldd CCooaasstt SSuurrvveeyyiinngg IInncc.. - Senior Consulting Land Surveyor Duties Include, Consulting Support for Mapping, Construction & Monument Perpetuation of Private Engineering & City CIP projects. 2004 – Present CCooaassttaall LLaanndd SSoolluuttiioonnss,, IInncc.. – CEO / CFO Duties include managing land surveying and civil engineering departments, scheduling field work and office tasks, preparation of proposals, reviewing plans and field notes, and project management.
2002 – 2004 W W..AA PPaassccoo EEnnggiinneeeerriinngg,, IInncc.. – Senior Land Surveyor Duties include coordination of surveying tasks, preparation of proposals; project management; tentative and final map preparation, and administration. Projects include small to mid-size residential subdivisions, ALTA surveys, Record of Surveys, Boundary Adjustments, and land planning. 1999 – 2001 H Huunnssaakkeerr aanndd AAssssoocciiaatteess SSaann DDiieeggoo,, IInncc.. – Land Surveyor.

Duties include project management on large subdivision mapping and surveying projects. Projects included mid-size to large residential subdivision projects throughout San Diego County, commercial developments, City of Carlsbad Control Network, ALTA surveys, and other surveying relate d tasks. 1997 – 1999 L Laanndd TTeecchhnnoollooggiieess,, IInncc.. – Assistant Land Surveyor Duties included subdivision layout and design, land surveying field work, research, and drafting for projects in the Northwest Indiana area.

PPRROOFFEESSSSIIOONNAALL OORRGGAANNIIZZAATTIIOONNSS
• C.L.S.A. – California Land Surveyors Association, 2008 President – San Diego Chapter, Orange County JPPC Chairman
• E.P.A. – Encinitas Preservation Association – Vice President • L.S.A.C.T.S. – Land Surveyors Advisory Council for Technical Standards, Founding Member • N.C.C.E. & L.S. – North County Engineers and Land Surveyors Association FIRM
Gold Coast Surveying, Inc.

Coastal Land Solutions, Inc.

YEARS OF EXPERIENCE
25 EDUCATION
Purdue University Calumet
AS in Civil Engineering Technology, 1998
BS in Construction Technology, 1999

REGISTRATION
Licensed Land Surveyor (CA)
No. 7959
05/26/2026
C8

CITY OF VISTA
W. BOBIER DRIVE COMPLETE STREETS PROJECT – CIP 8374; TRANSNET SMART GROWTH INCENTIVE PROGRAM FUNDING xxxi
APPENDIX – R ES uMES
CRA P#2026.036

Firm
Verdantas Inc.

Office Location
San Diego, CA

Education
BS, Civil Engineering, California
State Polytechnic University, San
Luis Obispo
Licenses/Certifications
CA – Geotechnical Engineer -
#3058
CA – Civil Engineer - #74777
Metropolitan Transit System
Roadway Worker Protection
North County Transportation
District Roadway Worker
Protection
Years of Experience
21 Years of Industry Experience
5 Years at Verdantas

Nicholas Tracy, PE, GE – 55% Availability
Geotechnical Analysis

Verdantas.com
Nick has twenty years of experience providing a wide variety of geotechnical engineering services. He has performed geotechnical inves\ga\ons using an array of techniques including hollow stem auger drilling equipment, cone- penetra\on tes\ng equipment, backhoes, seismic refrac\on, and hand auger.

Nick also has extensive forensic project experience on slope failures, differen\al se`lement condi\ons, and erosional issues.

Project Experience
South Santa Fe Avenue Road Realignment | Vista, CA
Geotechnical Engineer for the geotechnical investigation of the proposed roadway realignment project along South Santa Fe Avenue from Robelini Drive to Loveeny Drive. In addition to the realignment, the project included a new bridge and box culvert for the Buena Creek crossing, utility improvements, and infiltration basins.

Nevada and Lemon Pedestrian Mobility | Vista, CA
Project manager and geotechnical engineer for the investigation of the proposed sidewalk and street improvements to Nevada Avenue and Lemon Avenue. The project also included retaining walls to accommodate elevation changes as well as drainage improvements.

8th & Roosevelt Bikeway Improvements
Na+onal City, CA
Project Manager for the geotechnical inves\ga\on for bikeway improvements along Main Street, Roosevelt, and 8th Street in Na\onal City.

The improvements consisted of reconstruc\on of asphalt pavements, concrete sidewalks, medians, curbs and gu`ers, light poles, and crosswalks.

In addi\on, the project included bio-reten\on basins. Geotechnical recommenda\ons were provided for pavement sec\ons as well as an\cipated infiltra\on rates for design of the bio-reten\on basins. 05/26/2026
C8

CRA W-9
Main Street Green Street Phase 1 – El Cajon, California CRA W-9
Our W-9 has been uploaded
separately on the OpenGov
Procurement portal, as
instructed.
05/26/2026
C8

SAMPLE WORK

PRODUCTS

EL CAJON BLVD

STREETSCAPE
El Cajon Boulevard Streetscape Phase 1 – El Cajon, California

SAMPLE WORK PRODUCTS
05/26/2026
C8

CHAMBERLAIN ST.

EMERALD AVE.

VAN HOUTEN AVE.

WASHINGTON AVE.

EL CAJON BLVD.

WEST MAIN ST
RICHARDSON AVE.

RICHFIELD AVE.

MILLAR AVE.

PALM
AVE.

MARSHALL AVE.

FRONT ST.

INTERSTATE 8

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_GN-01.dwg Plot: Blanca Soto Date: 3/31/2022 9:24:49 AM

1. UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THE PLANS IN THEIR ENTIRETY. SEE SECTION 5 UNDERGROUND UTILITIES OF THE SPECIAL CONDITIONS IN THE SPECIFICATIONS.

2. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE OR PAVING.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESPECTIVE UTILITY OWNERS AND OTHER AGENCIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTACT:
* SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE EXCAVATION WILL BE PERMITTED.

CALL FOR MARK-OUTS AND A DIG ALERT ID NUMBER FROM UNDERGROUND SERVICE ALERT, AT 811, AT LEAST TWO WORKING DAYS BEFORE EXCAVATING. SEE SECTION 5 UNDERGROUND UTILITIES OF THE SPECIAL CONDITIONS IN THE SPECIFICATIONS.

4. PERMANENT TRENCH RESURFACING IN STREET SHALL CONFORM TO THE SAN DIEGO REGIONAL STANDARD DRAWING G-24A, TYPE D. FOR PERMANENT TRENCH RESURFACING IN PCC CURB, SIDEWALK, AND DRIVEWAY, SEE SECTION 7-4, PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS IN THE SPECIFICATIONS. IF THERE IS AN EXISTING CRACK OR JOINT IN CONCRETE BEING REMOVED, WITHIN TWO FEET OF THE EDGE OF A TRENCH, THE CONCRETE SHALL BE REMOVED TO THE CRACK OR JOINT.

5. SEWER SERVICE CONNECTIONS AS SHOWN ON THE PLANS ARE BASED ON THE EXISTING RECORDS AND MUST BE CONSIDERED APPROXIMATE. THE

CONTRACTOR SHALL IDENTIFY AND RE-ESTABLISH ALL ACTIVE SEWER SERVICE CONNECTIONS DURING CONSTRUCTION AND SUBMIT TO THE CITY A RECORD OF AS-BUILT LOCATIONS.

6. ALL CONCRETE FORMS AND REINFORCING ARE TO BE INSPECTED BY THE CITY ENGINEER BEFORE CONCRETE IS PLACED.

7. SUBGRADE PREPARATION FOR MANHOLE BASES IS TO BE INSPECTED BY THE CITY ENGINEER BEFORE CONCRETE IS PLACED.

8. PIPE LENGTHS SHOWN ON THE PLANS ARE BASED ON EITHER CCTV INSPECTED PIPE LENGTHS, OR CALCULATED FROM AVAILABLE DATA AND ADJUSTED TO SLOPE, AS INDICATED ON THE PROFILES.

9. ALL STRIPING, DELINEATORS, OR OTHER PAVEMENT SURFACE MARKINGS DAMAGED OR OBLITERATED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.

10. SDG&E STAND-BY IS REQUIRED WHEN EXCAVATING WITHIN 10' OF ANY HIGH PRESSURE GAS MAIN. EXCAVATION SHALL BE BY HAND DIG ONLY WITHIN 5'.

CONTRACTOR SHALL COORDINATE WITH SDG&E A MINIMUM OF TWO WEEKS IN ADVANCE OF THE EXCAVATION.

11. VERTICAL CLEARANCE OF 18" MIN SHALL BE PROVIDED BETWEEN ALL PROPOSED UTILITIES CROSSING 3" OR LARGER DIAMETER GAS MAINS.

12. VERTICAL CLEARANCE OF 12" MIN SHALL BE PROVIDED BETWEEN ALL PROPOSED UTILITIES CROSSING GAS LINES 2" AND BELOW.

13. HORIZONTAL CLEARANCE OF 5' FROM EDGE OF SDG&E PIPE AND 3' UNDISTURBED SOIL IS REQUIRED FROM PROPOSED PARALLEL UTILITIES.

14. HORIZONTAL CLEARANCE OF 12" MIN SHALL BE PROVIDED BETWEEN PROPOSED UTILITY APPURTENANCES AND EXISTING GAS AND ELECTRICAL FACILITIES/STRUCTURES.

15. CONTRACTOR SHALL COORDINATE POLE BRACING AND/OR STANDBY LINEMEN WITH SDG&E A MINIMUM OF 30 DAYS IN ADVANCE OF THE CONSTRUCTION BY CALLING: DIVERSIFIED UTILITY SERVICES INC. (858) 278-2880.

VICINITY MAP

NO SCALE

GENERAL NOTES

WORK TO BE DONE

THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, INCLUDING THE SPECIAL PROVISIONS OF THE CONTRACT, THE 2021 EDITION OF THE "STANDARD SPECIFICATIONS FOR PULIC WORKS CONSTRUCTION", INCLUDING THE REGIONAL SUPPLEMENT AMENDMENTS, AND THE 2018 EDITION OF THE SAN DIEGO REGIONAL STANDARD DRAWINGS, ADOPTED BY THE CITY OF EL CAJON CITY COUNCIL ONTHE 10TH DAY OF SEPTEMBER, 2019.

ITEM REGIONAL STD. DWG. NO. SYMBOL
SAWCUT
CONSTRUCT PCC CURB AND GUTTER G-2, G-6
CONSTRUCT PCC MOUNTABLE CURB DETAIL B, SHEET 3
CONSTRUCT CONCRETE PAVING TYPE 1 HARDSCAPE DETAILS
CONSTRUCT CONCRETE PAVING TYPE 2 HARDSCAPE DETAILS
CONSTRUCT CONCRETE PAVING TYPE 3 HARDSCAPE DETAILS

CONSTRUCT PRECAST CONCRETE PAVER HARDSCAPE DETAILS
CONSTRUCT 6" MEDIAN CURB G-6 TYPE B-1
CONSTRUCT ADA CURB RAMP A88B, G-27
CONSTRUCT PCC DRIVEWAY G-14B, G-14E
CONSTRUCT SANITARY SEWER MAIN WITH MANHOLE SP-01, SM-02 CONSTRUCT CURB INLET - TYPE A D-01
CONSTRUCT CURB INLET - TYPE B D-02
CONSTRUCT STORM DRAIN CLEANOUT D-09

CONSTRUCT CONCRETE CATCH BASIN

CONSTRUCT AREA DRAIN DRAINAGE PLANS
CONSTRUCT REINFORCED CONCRETE STORM DRAIN PIPE D-60
CONSTRUCT PVC STORM DRAIN PIPE D-60

PLACE HMA

FINISHED GRADE CONTOUR

LANDSCAPE LANDSCAPE PLANS EXISTING LEGEND

RIGHT OF WAY

LOT LINE

ROADWAY CENTERLINE

PCC CURB AND GUTTER

DRIVEWAY

FIRE HYDRANT

MAIN SEWER AND MANHOLE

ABANDONED WATER

WATER MAIN

ABANDONED SANITARY SEWER MAIN

GAS MAIN

ELECTRICAL

TELECOM

COMMUNICATION

STORM DRAIN
FENCE
TREE

STREET LIGHT

UTILITY POLE AND ANCHOR

STREET LIGHT
SIGN

SURVEY MONUMENT

EXISTING TRAFFIC SIGNAL

EXISTING CONTOUR

FIBER OPTIC

STREET LIGHT CONDUIT

TRAFFIC SIGNAL CONDUIT

IRRIGATION CONDUIT

UNDER DRAIN

BENCHMARKS
BASIS OF COORDINATES: (NAD83) (U.S. FEET)
THE BASIS OF COORDINATES FOR THIS SURVEY IS THE NORTH AMERICAN DATUM OF 1983 (NAD 83) CALIFORNIA STATE PLANE COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6 (EPOCH 1991.35) BASED LOCALLY UPON THE FOLLOWING CONTROL POINTS PER RECORD OF SURVEY 16575 AND RECORD OF SURVEY 16652.

STATION
53 GF 23

NORTHING
1864220.133
1878209.269

EASTING
6335382.378
6340538.326

DESCRIPTION
BRASS DISC 6000 IN SIDEWALK
2" IRON PIPE WITH COUNTY
DISC
GRID BEARING BETWEEN STA 3 AND STA GF 23 = N 20°13'56" E.

VERTICAL CONTROL: (NAVD88) (U.S. FEET)
ELEVATIONS SHOWN HEREON ARE IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING CITY OF EL CAJON BENCHMARK.

BENCHMARK
396

ELEVATION
443.894

DESCRIPTION

STD BM BRASS CAP T/C INLET AT SW CORNER
RICHFIELD AVE AND W. MAIN ST.

SUPPLEMENTAL CONTROL: (AS ESTABLISHED FOR THIS PROJECT) NOTE: SUPPLEMENTAL CONTROL POINTS WERE ESTABLISHED HORIZONTALLY BY RTK GPS SURVEY WITH REDUNDANCY, AND VERTICALLY BY 3RD ORDER LEVEL RUN FROM CITY BM.

PT#
204
205
206
207
208
209
210
211
212
213
219

NORTHING
1868492.58
1869095.03
1867899.99
1868490.27
1868504.13
1869123.70
1869858.43
1869760.45
1869829.35
1869108.51
1868068.91

EASTING
6339950.29
6340445.91
6339513.18
6339364.12
6338726.31
6338716.27
6338652.49
6339331.33
6340045.92
6340100.15
6340083.91
ELEV.
439.685
432.285
451.185
444.455
464.965
463.285
471.07
444.475
428.82
433.285
442.055
DESC.

SCRIBE X IN CONCRETE

SCRIBE X IN CONCRETE

SPIKE IN DIRT

MAG NAIL IN ASPHALT

SCRIBE X IN CONCRETE

MAG NAIL IN ASPHALT

SCRIBE X IN CONCRETE

SCRIBE X IN CONCRETE

MAG NAIL IN ASPHALT
LEAD & DISC LS 5777
LEAD & DISC LS 2412
*S.D.G. & E.
*HELIX WATER DISTRICT
*PADRE DAM MUNICIPLE WATER DISTRICT
*AT&T
*COX CABLE T.V.
*EL CAJON POLICE DEPARTMENT
*EL CAJON FIRE DEPARTMENT
*EL CAJON TRAFFIC ENGINEERING
*CALTRANS
@ (877) 789-9866
@ (619) 596-3860
@ (619) 448-3111
@ (619) 266-4613
@ (619) 263-9251
@ (619) 579-3311
@ (619) 441-1600
@ (619) 441-1653
@ (619) 688-6699

PROJECT LOCATION

SHEET INDEX

SHEET DESCRIPTION
1 TITLE SHEET
2 SURVEY CONTROL
3-5 CONSTRUCTION DETAILS
6-7 TYPICAL SECTIONS
8-10 DEMOLITION PLANS
11-13 DRAINAGE AND UTILITY PLANS
14-17 STREET LIGHTING PLANS
18-24 IMPROVEMENT PLANS
25-29 PLAN AND PROFILE
30-33 STAKING PLANS
35-36 EROSION CONTROL PLANS
37-53 LANDSCAPE AND IRRIGATION PLANS
54-58 SIGNING AND MARKING PLANS
1 TITLE SHEET
DATE
DATE

AS BUILT

ENGINEER OF WORK
ACCEPTED BY:

HELIX WATER

DISTRICT
S-20-031

1. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CONTACT HELIX WATER DISTRICT 48 HOURS PRIOR TO COMMENCING WORK AT (619) 596-3860 AND UNDERGROUND SERVICE ALERT FOR LOCATION OF EXISTING WATER FACILITIES AT 1-800-422-4133.

2. CONTRACTOR TO PROTECT ALL EXISTING HELIX WATER DISTRICT FACILITIES AND SHALL BE FINANCIALLY RESPONSIBLE FOR ANY DAMAGE TO HELIX WATER DISTRICT FACILITIES AS A RESULT OF HIS/HER OPERATION. HELIX WATER DISTRICT SHALL BE NOTIFIED IMMEDIATELY TO REPAIR ANY DAMAGE.

CONTRACTOR TO PROVIDE CONTINUOUS WATER SERVICE TO ALL WATER ACCOUNTS SHOWN OR NOT SHOWN ON THESE PLANS DURING ALL PHASES OF CONSTRUCTION.

3. APPROVAL/REVIEW OF PLANS BY HELIX WATER DISTRICT DOES NOT CONSTITUTE RESPONSIBILITY FOR ACCURACY OF INFORMATION NOR LOCATIONS OF ANY EXISTING UTILITIES.

4. HELIX WATER DISTRICT WILL ADJUST AND/OR RELOCATE NECESSARY EXISTING WATER FACILITIES TO A STANDARD LOCATION, FINISHED GRADE OR IN CONFLICT WITH THE PROJECT AS SHOWN ON THE PLANS, APPROXIMATELY SIX WEEKS AFTER COORDINATION/NOTIFICATION FROM THE CONTRACTOR.

5. ALL REQUIRED UNDERGROUND UTILITY RELOCATIONS OR ADJUSTMENTS SHALL BE INSTALLED BEFORE CONSTRUCTION OF CURBS, CONCRETE CROSS GUTTERS, SIDEWALK OR SURFACING OF STREETS.

6. THE CITY AGREES THAT IF THEY, THEIR EMPLOYEES, AGENTS, OR ANY INDEPENDENT CONTRACTORS OR SUBCONTRACTORS SHOULD USE WATER OTHER

THAN THROUGH AN AUTHORIZED WATER METER, DEVELOPER SHALL PAY A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE FOR SAID USE. SAID PAYMENT MAY BE DEDUCTED FROM ANY DEPOSIT DEVELOPER HAS WITH HELIX WATER DISTRICT.

7. NO PERSON, OTHER THAN AN EMPLOYEE OR AGENT OF THE HELIX WATER DISTRICT, SHALL HAVE A RIGHT TO OPERATE ANY PART OF A HELIX WATER DISTRICT WATER DISTRIBUTION SYSTEM AND FIRE HYDRANTS. ANY PERSON WHO TAMPERS OR INTERFERES WITH ANY PART OR COMPONENT OF SAID

SYSTEM, OR CAUSES OR PERMITS ANY ACT OF TAMPERING OR INTERFERING WITH THE SYSTEM, SHALL BE LIABLE FOR ANY INJURY OR DAMAGE CAUSED THEREBY OR RESULTING THERE FROM. A CHARGE, DETERMINED BY HELIX WATER DISTRICT, PER OCCURRENCE WILL BE IMPOSED ON ANY PERSON OR COMPANY WHO OPERATES ANY PART OF THE HELIX WATER DISTRICT WATER SYSTEM WITHOUT PROPER AUTHORIZATION.

8. FOR WORK OVER EXISTING WATER FACILITIES, HEAVY EQUIPMENT (ABOVE H20 LOADING) SHALL NOT BE USED WHEN COVER OVER THE WATER MAIN IS LESS THAN 36 INCHES THROUGH ALL PHASES OF CONSTRUCTION, INCLUDING THE REMOVAL, OVER EXCAVATION, AND/OR INSTALLATION OF PAVEMENT SECTIONS, WITHOUT THE WRITTEN APPROVAL OF HELIX WATER DISTRICT.

9. CONTRACTOR TO VERIFY THE LOCATIONS, BY POTHOLING, ALL WATER UTILITIES IN THE IMMEDIATE AREA OR AFFECTED BY THE WORK PRIOR TO COMMENCING WORK.

10. THE EXISTING WATER MAINS SHALL BE SUPPORTED AND PROTECTED, AT EACH CROSSING, DURING ALL PHASES OF CONSTRUCTION. ALL AREAS OF

DISTURBED SOIL AROUND THE EXISTING WATER MAIN SHALL BE BACKFILLED WITH DECOMPOSED GRANITE AROUND THE WATER MAIN COMPACTED TO 90% AND PER WATER AGENCIES’ STANDARD.

11. FOR NEW SEWER MAINS OR STORM DRAINS CROSSING BENEATH EXISTING WATER MAINS, CONTRACTOR SHALL PROTECT THE EXISTING MAIN PER WATER AGENCIES’ STANDARD DRAWING WP-08 OR REPLACE THE EXISTING WATER MAIN WITH NEW PVC PIPE AT THE DISCRETION OF THE DISTRICT ENGINEER.

PIPE REPLACEMENTS SHALL EXTEND A MINIMUM OF 2’ BEYOND THE EDGE OF THE TRENCH WIDTH ON BOTH SIDES OF THE CROSSING. CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS PRIOR TO CROSSING UNDER ANY EXISTING WATER MAIN AND SHALL COORDINATE THE INSPECTION OF ALL WORK RELATED TO THE PROTECTION OF EXISTING WATER FACILITIES WITH THE DISTRICT INSPECTOR.

12. HELIX WATER WILL INSTALL THE PROPOSED IRRIGATION WATER SERVICES APPROXIMATELY EIGHT (8) WEEKS AFTER RECEIPT OF ESTIMATED COST. CITY CONTRACTOR TO INSTALL BACKFLOW PREVENTION DEVICES.

HELIX WATER DISTRICT NOTES

VEH PED

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS

CITY OF EL CAJON
200 CIVIC CENTER WAY, FOURTH FLOOR
EL CAJON, CA 92020
TEL: 619-441-1653
EMAIL: [email protected]
OWNER
CR ASSOCIATES, INC.
3900 FIFTH AVENUE, SUITE 310
SAN DIEGO, CA 92103
TEL: 850-322-8034
EMAIL: [email protected]
CIVIL

SPURLOCK LANDSCAPE ARCHITECTS
2122 HANCOCK STREET
SAN DIEGO, CA 92110
TEL: 619-681-0090 x106
EMAIL: [email protected]

LANDSCAPE ARCHITECTURE

AGUIRRE AND ASSOCIATES
8363 CENTER DRIVE, SUITE 5A
LA MESA, CA 91942
TEL: 619-464-6978 x29
EMAIL: [email protected]
SURVEY
3/20/2022
3/20/2022
05/26/2026
C8

9 10
11 12
12 13
1415
16 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

LEXINGTON AVE
PC 242+84.93
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248 249
C1

JOHNSON AVE

JOHNSON AVE

EL CAJON BLVD

CHAMBERLAIN AVE
L3
L4
L2

EL CAJON BLVD CENTERLINE

PALM AVE CENTERLINE

SOUTHERN JOHNSON AVE CENTERLINE

NORTHERN JOHNSON AVE CENTERLINE
BEG STA 9+00.00
N:1868888.88
E:6340077.73

DOUGLAS AVE

MARSHALL AVE

PALM AVE

MAIN STREET
L1
STA 230+33.91, EL CAJON BLVD
STA 12+20.89, JOHNSON AVE
N:1868568.01
E:6340074.5658
STA 230+85.84, EL CAJON BLVD
STA 12+50.00, JOHNSON AVE (SOUTH)
N:1868607.84
E:6340107.8732
STA 229+00.06, EL CAJON BLVD
STA 16+50.04, PALM AVE
N:1868465.32
E:6339988.7117
BEG STA 2+00.00
N:1868482.77
E:6338538.78
END STA 249+00.00
N:1869778.78
E:6341416.98
END STA 16+80.00
N:1868177.85
E:6340105.05
BEG STA 217+00.00
N:1867544.64
E:6339218.97

FRANKLIN AVE

LEMON AVE

MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L1
C1
LENGTH
2584.93'
615.07'

LINE/CHORD DIRECTION
N39°53'52"E
N65°04'12"E
R
700.00'
T
328.98'
DELTA
50°20'39"

REMARKS

MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L4
LENGTH
320.89'

LINE/CHORD DIRECTION
S00°33'52"W

R T DELTA REMARKS

MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L3
LENGTH
430.00'

LINE/CHORD DIRECTION
S00°22'36"W

R T DELTA REMARKS

MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L2
LENGTH
1450.04'

LINE/CHORD DIRECTION
S89°18'38"E

R T DELTA REMARKS

EL CAJON BLVD CENTERLINE GEOMETRIC DATA

NORTHERN JOHNSON AVE CL GEOMETRIC DATA

SOUTHERN JOHNSON AVE CENTERLINE GEOMETRIC DATA

PALM AVE CENTERLINE GEOMETRIC DATA

NORTHERN JOHNSON AVE CENTERLINE GEOMETRIC DATA

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_GN-02.dwg Plot: Blanca Soto Date: 3/31/2022 9:24:32 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
2 SURVEY CONTROL
N
0' 150' 300'
SCALE 1" = 150'
3/20/2022
3/20/2022
05/26/2026
C8

NEW PAVEMENT PER

IMPROVEMENT PLAN

FINISHED SURFACE (FS)
MOUNTABLE APRON, VARIES 4' - 14'
4" MODIFIED CONCRETE MEDIAN CURB PER SDSRD
G-06 TYPE B-1, DEPTH EXTENDED TO 9" BELOW TOP OF
MOUNTABLE APRON. COLOR AND FINISH TO MATCH
MOUNTABLE APRON.
9" THICK, 560-C-3250, DECORATIVE PCC
PAVEMENT. SEE HARDSCAPE PLANS
FOR FINISH. SEE DETAIL C THIS SHEET

FOR JOINTING

MOUNTABLE CURB PER

DETAIL B ON THIS SHEET
FG. LANDSCAPE PER
LANDSCAPE PLANS1" (TYP)
1%1%

CENTER CIRCLE MOUNTABLE CURB

FS ALIGNMENT AND PROFILE PER
PLAN

CENTER CIRCLE MEDIAN CURB TC

ALIGNMENT AND ELEVATION PER PLAN
24" LONG, #5 DOWEL AT
18" O.C.
9"

EXPANSION JOINT PER
SDRSD G-10

EXPANSION JOINT PER
SDRSD G-10

FINISHED SURFACE (FS)
4"
3"
9"
18"
RADIUS = 1"
1"
3"
FS

PROFILE
ELEV
560-C-3250 STANDARD

COLOR CONCRETE
2-#4 EVENLY SPACED

MILL AND OVERLAY

EX AC PAVEMENT

TO REMAIN

MILL & OVERLAY
VARIES (2' MIN)
SAWCUT
2" MIN

INSTALL PAVING FABRIC
INTERLAYER MAT. MAT SHALL
BE MPM30 (PGM-30) OR

APPROVED EQUAL

PROPOSED PAVEMENT SECTION

PER IMPROVEMENT PLANS

1.5'

EX BASE TO REMAIN

1.5'
3' MPM30 (PGM-30)

AC PMVT
(VARIES)
**
**MAINTAIN EXISTING

PAVEMENT SLOPE

AC PMVT
(VARIES)

MILL & OVERLAY
VARIES (2' MIN)
SAWCUT
3' MPM30 (PGM-30)
2" MIN

1.5' 1.5'

MILL AND OVERLAY

CURB AND GUTTER

EX AC PAVEMENT

TO REMAIN

PROPOSED PAVEMENT SECTION

PER IMPROVEMENT PLAN

INSTALL PAVING FABRIC INTERLAYER
MAT. MAT SHALL BE MPM30 (PGM-30) OR
APPROVED EQUAL.

EX BASE

TO REMAIN
**
**MAINTAIN EXISTING

PAVEMENT SLOPE
5'

UNLESS OTHERWISE

SHOWN ON PLANS
5'

UNLESS OTHERWISE

SHOWN ON PLANS

PROPOSED CURB & GUTTER

PER PLANS

PROPOSED CURB OR CURB & GUTTER TRANSITION TO MATCH EXISTING ELEVATIONS AND GEOMETRY. PROVIDE SMOOTH FLOW LINE TRANSITION

THAT ENSURES POSITIVE DRAINAGE IS MAINTAINED BEGIN OR END CURB & GUTTER

TRANSITION AS CALLED OUT ON

IMPROVEMENT PLANS

TOP OF CURB

FLOW LINE

LIP OF GUTTER

EXISTING LIP OF GUTTER
(WHERE SHOWN)

EXISTING FLOW LINE

EXISTING TOP OF CURB
(WHERE SHOWN)
BEGINNING OR END OF PROPOSED IMPROVEMENTS.

MATCH EXISTING ELEVATIONS AND GEOMETRY AT TOP OF
CURB, FLOW LINE, AND LIP OF GUTTER, ETC.

TOP OF CURB

FLOW LINE

LIP OF GUTTEREXISTING FLOW LINE
HMA

PROPOSED C&G

PER PLAN
5'

TRANSITION

EXIST CURB, C&G, OR EDGE OF

PAVEMENT AS SHOWN ON PLANS

EXPANSION JOINT
PER SDRSD G-10

DOWELED TRANSVERSE

CONSTRUCTION JOINT (TYP)
SEE DETAIL 2 ON SHEET 43

MOUNTABLE CURB PER

DETAIL B ON THIS SHEET
10'
10'
10'
10'
CENTER

OF CIRCLE
CENTER

OF CIRCLE
TC OF 6" MODIFIED

CONCRETE MEDIAN CURB
N:1868525.27
E:6340059.81
N:1868612.12
E:6340107.56
N56° 33' 08"W N61° 07' 01"W
20° RADIAL

INSTALLATION
20° RADIAL

INSTALLATION
20° RADIAL

INSTALLATION
20° RADIAL

INSTALLATION
11' 11'
9' 7.5'
±12'
±12'
±12'
±12'
SAWCUT

5.5"
1'

APPLY TACK COAT
4"
4"8"

APPLY TACK COAT

PROPOSED CONCRETE

DRIVEWAY

TO PUBLIC STREET
SAWCUT
RW

EXISTING PRIVATE AC

DRIVEWAY PAVEMENT

SECTION TO REMAIN

ROUNDABOUT CENTER ISLAND TYPICAL SECTIONA

MOUNTABLE CURBB

SAWCUT IN AC PAVEMENT D

ROADWAY SAWCUT DETAIL

CURB & GUTTER TRANSITION E

MOUNTABLE APRON JOINTING DETAILC

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DTL.dwg Plot: Blanca Soto Date: 2/15/2022 10:57:30 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
3 CONSTRUCTION DETAILS

SAWCUT IN AC PAVEMENT NEAR DRIVEWAY
N

SAWCUT IN AC PAVEMENT NEAR C&G
3/20/2022
3/20/2022
05/26/2026
C8

STREET
FLOW
FL

SECTION B-B
2'Lx2'Wx1'T SPLASH PAD
NON-COMPACTED NO.2

COARSE AGGREGATE
30 MIL IMPERMEABLE
LINER

THICKENED CURB AND GUTTER
PER DETAIL M ON SHEET 5
6"
7"
12"R=1
2" (TYP)
12"

TRANSITION
7"
12"

TRANSITION
6"
6"

TOP OF THICKENED

CURB AND GUTTER

SECTION A-A
FL
12"

TRANSITION
12"

TRANSITION
12"
12"
A
CURB
2'
3'
CURB
6"GUTTER PAN

DISPERSION
AREAB

SPLASH PAD AT INLET
B
A

PLAN VIEW

DEPRESS GUTTER
1" AT OPENING
6"6"
2"X1
8" ALUMINUM

FLAT BARS
30 MIL

IMPERMEABLE
LINER

BMP BASIN

SURFACE
2"X1
4" CONCRETE

HIT ANCHORS AT
24" O.C.
4" MIN

ALL SIDES
12" (TYP)
30 MIL IMPERMEABLE
LINER

WELD BOOT TO LINER

USING BONDING ADHESIVE

WELD BOOT TO OUTLET PIPE

USING BONDING ADHESIVE

PIPE CLAMPS

PLASTIC BOOT

DISPERSION AREA, WIDTH PER PLANS SIDEWALK, WIDTH PER PLANS 3'
1 8"

AMENDED SOIL PER LANDSCAPE PLANS

BMP INLET PER

DETAIL F THIS PAGE
30 MIL PLASTIC
LINER
4 1
1 11

COMPACTED

SUBGRADE

COMPACTED

AGGREGATE

BASE PER
PLANS
30 MIL PLASTIC
LINER 6" SCARIFIED SOIL

UNDISTURBED

SUBGRADE

SPLASH PAD

AT INLET PER

DETAIL F
3" SHREDDED

HARDWOOD MULCH OR

ROCK LAYER

PER LANDSCAPE PLANS

THICKENED CURB AND GUTTER
PER DETAIL M ON SHEET 5

1.75% MAX

THICKENED SIDEWALK

EDGE CONDITION PER

HARDSCAPE DETAILS
10"
8"
8"

CURB AND GUTTER

MATCH EXISTING
ELEV

EXISTING GROUND
4" MIN
6"

SIDEWALK PER PLANS

FS PER PLAN
3" MAX

1.75% MAX

CURB AND GUTTER

MATCH EXISTING
ELEV

EXISTING GROUND
6"

SIDEWALK PER PLANS

FS PER PLAN
8" MAX

1.75% MAX

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DTL.dwg Plot: Blanca Soto Date: 2/15/2022 10:57:37 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS

DISPERSION AREA INLET/OUTLETF

CONCRETE SIDEWALK WITH MONOLITHIC BACK CURBG

IMPERMEABLE LINER CONNECTIONH

LINER PENETRATIONJDISPERSION AREAI
4 CONSTRUCTION DETAILS
NOTES:

1. ON CLEAN CONCRETE SURFACE, ADHERE LINER TO CONCRETE WITH

SILICONE SEALANT OR EQUIVALENT PER MANUFACTURER
RECOMMENDATIONS TO TOP 1
2" OF LINER.

2. SECURE LINER TO CONCRETE WITH 2" ALUMINUM OR STAINLESS STEEL FLAT BAR AS DIRECTED PER PLAN.

3. AS AN ALTERNATIVE, HIT ANCHORS CAN BE SUBSTITUTED WITH STAINLESS STEEL ANCHORS AT 24" O.C. OR POWDER ACTUATED
FASTENERS AT 12" O.C.

4. TRIM EXCESS LINER TO BE FLUSH WITH SURFACE ELEVATION.

5. CONTRACTOR MEANS AND METHODS SHOULD AVOID/MINIMIZE
WRINKLES TO THE LINER.

NOTES:

IF THE MONOLITHIC BACK CURB IS ADJACENT TO A WALL OR STRUCTURE CONTRACTOR TO CONSTRUCT A 1/2" EXPANSION JOINT PER SDRSD G-10 BETWEEN THE BACK CURB AND THE VERTICAL ELEMENT.
3/20/2022
3/20/2022
05/26/2026
C8

LENGTH VARIES PER PLAN
245
8" (PER PLAN)
241
8" (PER PLAN)

ANGLE STOCK

PERIMETER FRAME
GRATE

ANGLE STOCK PERIMETER

FRAME, SIZED TO COORDINATE
WITH GRATE THICKNESS.

CONCRETE SLAB
6" MIN.

4.0" MIN
11 2" X 1
4" FLAT BAR
SPACER
NOTES:

1. TRENCH DRAIN CROSS SLOPE MUST REMAIN CONSTANT ALONG THE ENTIRE LENGTH OF THE TRENCH DRAIN.

2. TRENCH FRAME SHALL BE MILD STEEL (ASTM A36).

3. TRENCH FRAME, FASTENERS AND INSTALLATION PARAMETERS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.

4. TRENCH GRATE SHALL BE RATED FOR LIGHT VEHICULAR TRAFFIC.

5. CONTRACTOR TO ENSURE ALL TRENCH GRATE COVERS COMPLY WITH ADA REQUIREMENTS ON SIDEWALK AND WITHIN RAMP SURFACE.

6. SEE MANUFACTURER'S RECOMMENDATIONS FOR ALL WELDING AND BOLTING INFORMATION.
6"6"
VAR FL
GB TC

SIDEWALK PER
PLAN

4.00%

MONOLITHIC ASYMMETRICAL U-CHANNEL

TC PER PLAN
2" MIN
CLEAR
(TYP)
APPROX. 18" O.C.
#3 REBAR EMBEDMENT

ANCHOR, EQUAL

SPACING NOT TO EXCEED
18" O.C. TYP.
#3 REBAR EMBEDMENT ANCHOR, 4"-6"

TYP OVERALL LENGTH
#3 REBAR, TYP

GRATED/SLOTTED TRENCH DRAIN COVER AND FRAME INSTALLED FLUSH PER MANUFACTURER'S RECOMMENDATIONS (MODEL ``OT-TITLE 24"

MANUFACTURED BY URBAN ACCESSORIES, OR APPROVED EQUIVALENT), UNLESS OTHERWISE SPECIFIED. GRATE TO BE BOLTED TO FRAME.

GRATE FINISH PER HARDSCAPE PLANS.

GB
FS
#4 @12" OC

BOTTOM SLAB
(4)x#4 @ 8" OC
(1)x#4 EACH SIDE
@ 3" BELOW FS
7"
3" MIN
24" PER PLANS

EXPANSION JOINT

PER HARDSCAPE

DETAILS (TYP)

PROPOSED

FINISHED GRADE

EXISTING

REINFORCEMENT

REMOVE EXISTING
INLET WING AND TOP.

DO NOT CUT

EXISTING VERTICAL
REINFORCING STEEL.

EXISTING INLET BOX

CONSTRUCT TYPE A

CLEANOUT TOP WITH

MANHOLE PER SDRSD
D-09. RIM ELEVATION
PER PLAN.

EXISTING

REINFORCEMENT

REMOVE EXISTING

INLET WING AND
TOP. DO NOT CUT

EXISTING

VERTICAL

REINFORCING
STEEL.

CONSTRUCT TYPE A

CLEANOUT TOP WITH

MANHOLE PER SDRSD
D-09. RIM ELEVATION
PER PLAN.

EXISTING INLET BOX

PROPOSED

FINISHED GRADE
STREET
FLOW
6"
FL
8"
8"
KEY4"
6"
(2) #4 BARS
#4 @ 18" O.C.

COMPACTED

AGGREGATE BASE

DISPERSION AREA

PER DETAIL I ON
SHEET 4

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DTL.dwg Plot: Blanca Soto Date: 2/15/2022 10:57:45 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS

TRENCH DRAIN DETAILSL

TRENCH GRATE FRAME - PLAN VIEW

SINGLE TRENCH DRAIN AT C&G - SECTION VIEW
5 CONSTRUCTION DETAILS
ABBREVIATIONS:

ABN ABANDONED

ACP ASBESTOS CEMENT PIPE

ANG ANGLE

APN ASSESSORS PARCEL NUMBER

BC BEGINNING OF CURVE

BO BLOW OFF

BPN BRITISH PENDULUM NUMBER

BSM BIORETENTION SOIL MEDIA

BSW BACK OF SIDEWALK

C CURVE

CI CURB INLET

C&G CURB AND GUTTER

DI DRAINAGE INLET, DUCTILE IRON

DRWY DRIVEWAY

DWT DETECTIBLE WARNING TILE

EC END OF CURVE

EG EXISTING GROUND

ELEV ELEVATION

ELEC ELECTRICAL

EP EDGE OF PAVEMENT

EX EXISTING

FC FACE OF CURB

FG FINISHED GRADE

FL FLOW LINE

FND FOUNDATION

FS FINISHED SURFACE

GB GRADE BREAK

GV GATE VALVE

HORIZ HORIZONTAL

HP HIGH PRESSURE

IRR IRRIGATION
L LINE

LT LEFT

MAR MANUAL AIR RELEASE

MB MAIL BOX

ME MATCH EXISTING

MH MANHOLE

N NORTH
O.C. ON CENTER

OFF OFFSET

PB POLE BOX

PCC POINT OF COMPOUND CURVE

PVC POLY VINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

RT RIGHT

R/W RIGHT-OF-WAY

S SOUTH

SD STORM DRAIN

SDCO STORM DRAIN CLEANOUT

SDRSD SAN DIEGO REGIONAL STANDARD

DRAWINGS

SDWAS SAN DIEGO WATER AGENCY

STANDARDS

SDWK SIDEWALK

SHT SHEET

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

SSWR SANITARY SEWER

STA STATION

TC TOP OF CURB

TELE TELECOM

TP TOP OF PIPE

TW TOP OF WALL

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

VEG VEGETATION

VERT VERTICAL

WTR WATER

WM WATER METER

WV WATER VALVE

XMFR TRANSFORMER

INLET CONVERSION TO CLEANOUTK

THICKENED CURB & GUTTERM
3/20/2022
3/20/2022
05/26/2026
C8

SAWCUT
EX. BUILDING

EXISTING GROUND
±2%
6' SIDEWALK
2'
WALKOFF 22' ROADWAY PAVEMENT SECTION

1.75% MAX

PROPOSED CURB

AND GUTTER

FINISHED GRADE

1.25'
12' LANDSCAPE
FL

EXISTING MEDIAN CURB AND

GUTTER TO REMAIN
VAR
SAWCUT
EX. BUILDING

EXISTING GROUND
VAR 1% - 4%
6' SIDEWALK 5' LANDSCAPE VAR CONCRETE PAVER NOOK VAR
2% MAX ANY DIRECTION 1.75% MAX
24' ROADWAY PAVEMENT SECTION

RAISED CONCRETE CURBPROPOSED CURB

AND GUTTER
FL
2'

FINISHED GRADE
1'
BENCH
2%

1.5'
BENCH

FINISHED GRADE
5:1 MAX 2%

1.75% MAX

EXISTING GROUND
14' ROADWAY PAVEMENT SECTION

GRADE BREAK
2%

EXISTING MEDIAN CURB AND

GUTTER TO REMAIN
SAWCUT

EXISTING GROUND
±2%
VAR LANDSCAPEVAR LANDSCAPE6' SIDEWALK
1%1.75% MAX
21' ROADWAY PAVEMENT SECTION
VAR

MOUNTABLE APRON

FINISHED GRADE

PROPOSED CURB

AND GUTTER

PROPOSED

MOUNTABLE CURB

PROPOSED

MEDIAN CURB
VAR

EXISTING GROUND
±2%
R/W
EX. FENCE6' SIDEWALKVAR LANDSCAPE17' ROADWAY PAVEMENT SECTION VAR

MOUNTABLE APRON
1%

1.75% MAX

FINISHED GRADE

PROPOSED CURB

AND GUTTER

PROPOSED

MOUNTABLE CURB

PROPOSED

MEDIAN CURB
4:1 MAX 4:1 MAX

JOHNSON AVE

JOHNSON AVE

EL CAJON BLVD

PALM AVE
C
A B
D

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DTL.dwg Plot: Blanca Soto Date: 2/15/2022 10:57:53 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
6 TYPICAL SECTIONS

EXISTING MEDIAN,

PROTECT IN PLACE

SEE BELOW LEFT FOR

SECTION CONTINUATION

EXISTING MEDIAN,

PROTECT IN PLACE

SEE ABOVE RIGHT FOR

SECTION CONTINUATION

TYPICAL SECTION B-B

NOT TO SCALE

PROPOSED MEDIAN

SEE ABOVE RIGHT FOR

SECTION CONTINUATION

PROPOSED MEDIAN

SEE BELOW LEFT FOR

SECTION CONTINUATION

VICINITY MAP

NOT TO SCALE
B
19 N

TYPICAL SECTION A-A

NOT TO SCALE
A
18 3/20/2022
3/20/2022
05/26/2026
C8

SAWCUT
EXISTING GROUND ±2%
15' ROADWAY PAVEMENT SECTIONVAR LANDSCAPE13' CONCRETE PAVER NOOK10' SIDEWALK

1.75% MAX

PROPOSED CURB

AND GUTTER

PROPOSED

MEDIAN CURB
2% MAX ANY DIRECTION

1.5'
FL

FINISHED GRADE
2%

1.5'
BENCH
SAWCUT
EX. FENCE

EXISTING GROUND
±3%
16' ROADWAY PAVEMENT SECTION 13' CONCRETE PAVER NOOK 10' SIDEWALKVAR LANDSCAPEVAR MEDIAN

1.75% MAX

PROPOSED CURB

AND GUTTER

CONCRETE MOW STRIP

PER HARDSCAPE PLANS

PROPOSED

MEDIAN CURB

FINISHED GRADE
2% MAX ANY DIRECTION
2%

1.5'
BENCH

1.5'
BENCH
2%4:1 MAX
4:1 MAX

BMP PER DRAINAGE

AND UTILITY PLANS

JOHNSON AVE

JOHNSON AVE

EL CAJON BLVD

PALM AVE
C
A B
D
SAWCUT

EXISTING GROUND
±2%
VAR MEDIAN22' ROADWAY PAVEMENT SECTION13' SIDEWALK10' SIDEWALK

1.75% MAX

PROPOSED

MEDIAN CURB

PROPOSED CURB

AND GUTTER
FL

1.5'

FINISHED GRADE

FINISHED GRADE
±1.75%
SAWCUT
EX. FENCE

EXISTING GROUND
±3%
10' SIDEWALKVAR LANDSCAPE14' ROADWAY PAVEMENT SECTION

1.75% MAX

PROPOSED

MEDIAN CURB

PROPOSED CURB

AND GUTTER

FINISHED GRADE

1.5'
BENCH
2%
4:1 MAX
4:1 MAX

14.5'
±3%

GRADE BREAK

BMP PER DRAINAGE

AND UTILITY PLANS

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DTL.dwg Plot: Blanca Soto Date: 2/15/2022 10:58:02 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
7 TYPICAL SECTIONS

TYPICAL SECTION C-C

NOT TO SCALE

PROPOSED MEDIAN

SEE BELOW LEFT FOR

SECTION CONTINUATION

PROPOSED MEDIAN

SEE ABOVE RIGHT FOR

SECTION CONTINUATION

VICINITY MAP

NOT TO SCALE
C
19 N

PROPOSED MEDIAN

SEE BELOW LEFT FOR

SECTION CONTINUATION

PROPOSED MEDIAN

SEE ABOVE RIGHT FOR

SECTION CONTINUATION

TYPICAL SECTION D-D

NOT TO SCALE
D
20 3/20/2022
3/20/2022
05/26/2026
C8

24" RCP 13680 24" RCP 13680
18" RCP 13602
18" CMP13602
1 1/2" HP 13680
4" HP 13680
1 1/2" PVC 13680
3/4" HP
3/4" HP
487-520-13487-520-14487-520-15487-520-16487-520-17487-520-18 487-532-29 487-532-33
487-532-05
487-532-06 487-532-07 487-532-08 487-532-09 487-532-10
487-532-11
487-531-05
487-500-29
R/W
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BOULEVARD CENTERLINE

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY
12" RCP 13602
2" HP 13602
1'
±20

32.2' 10'

53.5'
106.5'
85'

SL SL SL SL SL SL SLSL SL SL SL SL SL SL SL SL

SL SL SL SL SL SL SL

SL SL SL SL SL SL
SL
10'

4.9'
5'

55.7'
15'
5'

LOT LINE (TYP)
9 1
10 1
1 1
1 4
4 4
11 1
1 1
11 11
8 8 8 8 8
8 8
8 4
4 6
6 6
6 6
6 66
10 6
1 1
1 11
1 10
106 1111
10 11
6 6
6 11
11 1
1 1
11 1
1 6
6 6
6 6
1 6
6 6
6 6
11 1
1 1
1 1
6 1
1 1 1
1 1
6 12
10 11
1 1
1 1 1
1 1
66 6
11 11

EL CAJON BOULEVARD

RICHFIELD
AVENUE
C&G
GAS
TELE
SD
GAS
SL
ELEC
GAS
SD
HMA
HMA
SLAB
SDWK
SDWK
SDWK

DWYSDWK
TREE
SDMH
FENCE
SD
C&G
ELEC
EPB
TREE
(TYP)
SLPB
TSPB
TSPB
DWT
DWT
DWT
SLPB
TSPB
FENCE
GV
GAS
FO GAS
SD
C&G
C&G
C&G
C&G
C&G
SL
SD
SD
DWY
DWY
SDWK
DWY
DWY
SL
CI
GAS
GV
C&G
C&G
HMA
TURF
C&G

SDWK BLDG (TYP)

BLDG (TYP) BLDG (TYP)
SL
SD
GAS

TREE & GRATE WALL
FENCE
C&G

HMA HMA
DWY
FO
SLPB
4 12
221+18.33, 12.40' R
221+18.31, 86.56' R
221+45.52, 86.44' R
221+45.61, 101.53' R
222+34.65, 105.48' R
222+34.55, 99.49' R
222+35.60, 12.43' R
222+34.77, 48.81' L
222+61.72, 53.44' L
222+16.47, 105.76' R
221+18.32, 36.40' R
222+56.69, 99.34' R
222+93.52, 97.57' R
222+93.67, 102.54' R
222+70.76, 98.55' R
222+55.15, 52.25' L
224+26.65, 53.97' L
223+79.09, 53.49' L
223+61.51, 53.55' L223+35.67, 53.55' L
223+16.06, 53.58' L
224+45.32, 53.91' L
225+65.23, 79.99' R
225+35.51, 83.04' R
10 221 222 223 224 225 226
1 SL FND

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DM.dwg Plot: Blanca Soto Date: 2/15/2022 10:58:41 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
MATCHLINE STA 226+00
SEE SHEET 9
N
0' 20' 40'
SCALE 1" = 20'
8 DEMOLITION PLANS

CHAMBERLAIN STREET
LEGEND:

CONCRETE REMOVAL INCLUDES CURB & GUTTER,

SIDEWALK PAVEMENT, AND OTHER CONCRETE SURFACES

REMOVE VEGETATION, DEBRIS, AND OTHER MATERIAL IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS.

FULL DEPTH ASPHALT PAVEMENT AND BASE COURSE
REMOVAL. THICKNESS VARIES, ANTICIPATED TO BE
BETWEEN 9" - 23".

1. CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE PROJECT LIMITS AS SHOWN AND REMOVE ALL IMPEDIMENTS FOR THE PROPOSED FACILITIES.

2. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL

LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. IMMEDIATELY NOTIFY THE ENGINEER

OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK.

3. ADJUSTMENT OF EXISTING UTILITIES PERTAINS TO SURFACE FEATURES ONLY.

4. SEE SIGNING AND MARKING PLANS FOR REMOVAL, RELOCATION, AND/OR ADJUSTMENT OF TRAFFIC RELATED IMPROVEMENTS.

5. SEE IRRIGATION PLANS FOR REMOVAL, RELOCATION AND/OR ADJUSTMENT OF IRRIGATION SYSTEM RELATED IMPROVEMENTS.

6. SEE STREET LIGHTING PLANS FOR REMOVAL, RELOCATION, AND/OR ADJUSTMENT OF STREET LIGHTING AND FIBER OPTIC IMPROVEMENTS.

7. PROTECT IN PLACE ALL UNDERGROUND UTILITIES NOT INDICATED FOR REMOVAL OR ADJUSTMENT.

8. TO THE EXTENT POSSIBLE, CONTRACTOR SHALL PROTECT IN PLACE ALL SURVEY MONUMENTS DURING THE COURSE OF CONSTRUCTION.

CONTRACTOR'S LAND SURVEYOR SHALL INDEPENDENTLY

VERIFY/DETERMINE ANY AND ALL SURVEY MONUMENTS THAT MAY OR WILL BE DISTURBED OR DESTROYED BY THE CONTRACTOR'S ACTIVITIES.

CONTRACTOR'S LAND SURVEYOR SHALL FILE WITH THE OFFICE OF THE

COUNTY SURVEYOR CORNER RECORDS AND/OR RECORD(S) OF SURVEY

PRIOR TO SUCH DISTURBANCE AND UPON RE-ESTABLISHMENT OF THE SURVEY MONUMENT(S).

GENERAL DEMOLITION NOTES:

SAWCUT (ASPHALT AND CONCRETE)

EXISTING SIGN, SEE SIGNING AND MARKING PLANS

PROPOSED TC FOR REF ONLY

PROTECT IN PLACE
SAWCUT PER DETAIL D ON SHEET 3
DEMOLITION NOTES:
1 4
REMOVE AND DISPOSE6

REMOVE CONCRETE SUB-SLAB IN CONFLICT WITH THE
PROPOSED IMPROVEMENTS. APPROXIMATE SLAB
DIMENSIONS: 10" THICK AND 20' WIDE, WITH #4 SQUARE

REBAR BOTH WAYS
8 RESET SURVEY MONUMENT, BY CONSTRUCTION SURVEYOR
9 MODIFY EXISTING DRAINAGE STRUCTURE, SEE DRAINAGE AND

SEWER PLANS

SURVEY MONUMENT

TREE TO BE PROTECTED IN PLACE

TREE TO BE REMOVED
10 IRRIGATION EQUIPMENT, SEE IRRIGATION PLANS
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DM.dwg Plot: Blanca Soto Date: 2/15/2022 10:58:41 AM 11 SEE LIGHTING AND ELECTRICAL PLANS
12 SAWCUT PER SAWCUT IN AC PAVEMENT NEAR DRIVEWAY DETAIL D ON SHEET 3
3/20/2022
3/20/2022
05/26/2026
C8

24" CMP 2708
36" CMP 2708
12" ACP 7666
8" 1095
ABN 6" CONC SEWER 1095
ABANDONED 8"
CONC SEWER 1071
4" PVC 13680
8" ACP 1071 ABANDONED
6" ACP 1071ABANDONED
24" CMP 2708
24" CMP 2708
10" PVC 13680
8" PVC 13641
8" PVC 13641
8" ACPPER W.O. 8469
6" PVC 13646
8" ACP PER
W.O. 8469
8" ACP PER
W.O. 8469
8" 1095
18" RCP2708
30" CMP 2708
ABN 6" CONC 1095
ABANDONED 4"
CIP 13641
30" RCP 13641
ABANDONED 8" VC SEWER 1071
6" CIP7666
8" ACP7666
7666
4" PVC
13680 4" PVC 13680
4" PVC 13680
6" ACP 1071 ABANDONED
24" RCP 13680
1 1/2" HP 13680
1 1/2" PVC 13680
487-312-13
487-312-12
487-312-11
487-312-10
487-312-18
487-520-19487-520-10487-520-11487-520-12
487-532-28 487-532-14 487-532-15
487-532-16
487-323-17
487-520-19
R/W
R/W
R/W
R/W
R/W

LOT LINE (TYP)

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE
R/W

LOT LINE
(TYP)

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY

PROPOSED TC

FOR REF ONLY
4" HP 13680
6" H SL49-15-H
1 1/2" HP
3/4" HP
1 1/2" HP
3/4" HP
3/4" HP
1" HP
1'
12" ACP PER
W.O. 8126
12" ACP PER
W.O. 8126
6" H SL49-15-H

30.7'

9.5'

53.5'

29.8'

10.4'

17.9'
3'
29' 3.1'
10'

53.6'±20'

32.9'
20'
10'

22.2'
3'

10.9'

32.7'

19.3'

5.2'

37.1'5'5.8'

61.6'

9.7'

SL SL SL SL SL SL SL SL
SL
SL

SL SL SL SL SL SL SL SL SL
SL
SL
SL
SL SL

PROPOSED TC

FOR REF ONLY

2.9'
4 4
4 4
6 6
1 6
1 6
6 1
10 11
1 1
1 8
8 8 8 8 8 8
1 1
6 1
1 1
1 1
1 1
1 11
6 6
1 1
11 11
11 11
1 TELE
3 6
11 11
11 1
6 6
6 11
11 11
11 1
1 1
1 1
6 6
1 11 7
1 6
7 1
1 1
2 11
1 1
1 1
1 1
6 2
6 11
1 1
1 1
8 7
11 1
2 1
111
10 6
11 1110
10 4
4 4
4 1
6 28
6 6
6 8
3 6
1 11
1 7
1 1
2 6
1 6
11 7
2 2
6 6
1 1
11 1 6
6 6
6 6
1 10
6 11
1 1
6 6
1 6
6 6
1 11
13 7
10 6
2 6
6 6
6 6
6 ABN WTR
6 6
10 6
8 2
6 2
2 11
2 6
1 1
11 1
6 6
11 1
7 1
1 2
1 6
1111
6 11
11 11
2 6
1 1
11 11
11 6
6 6
11 10
3 7
2 1
1 1
1 6
6 6
6 6
6 6
6 1
1 1
1 1
6 6
6 1
1 1
1 1
4 6
6 1
6 11
6 1
1 12
6 11
11 6
7 1
1 1
11 1
1 1
1 6
1 1
13 ABN WATER SERVICE(IRR)
1 EL CAJON BOULEVARD
487-532-19487-532-18487-532-17
SDWK
SD
DWY
FENCE
TREE
DWY
TELE
FO
SD GAS
SD
TREE
TREE
SD
SD
SD
WTR
TELE
ELEC
GAS
GAS
SL
DWY
SDWK
WTR
TELE
TSPB
SL
CAB
TSPB
ELEC

TELE MH
CONC
TSPB
TS
TSPB
SLPB
C&G
TREE
SL
SD
SD
FO
TS
FO
FO
FENCE
GAS
WTR
SL
SS
CI
SD

PROPANE
TANK

TSPB TS
C&G
C&G
TS
POST
(TYP)
SL
SL
WV
FO
GAS
SS
WTR
ELEC
SL
SD
TSPBFO
GAS
CURB
WV
SSMH
TSPB
SL
SL
SL
SL
FO
TS
FO
ELEC
TSPB
BFP
PB
SL
SLPB
SL
SDWK
DWY
C&G
CURB
WM

TELE MH
CI
ELEC
TSPB
WM
TS
SL
SL
WV
SD
SD
SD
TSPB
TS
SSMH
SDMH

POST (TYP)
GAS
TS
TSPB
SLPB
SL HMA
HMA
HMA

SLAB SLAB
SD
FENCE
SD
SD
DIKE
VAULT
SL
FENCE
DWY
DWY
CURB

REAR CURB
SSMH
SD
WM
BFP
POST
WM
ABN SS
ABN SS

ABN WTR

ABN WTR

ABN WTR
ABN SS

ABN WTR
ABN SS
DWY
CURB
CURB
HMA
MON
SSMH
EPB
GAS
TSPB
WM
SSCO
CONC
TSPB
PP
HMA
LSCP
TSPB
GAS
TS
SL
EPB
FH (ID #260600)
GAS
SLPB
LSCP
WM
CURB
CURB
CURB
SLPB
SLPB
SDWK
CONC

TELE MH
MON
SL
VAULT

C&G INLET
C&G
DWT
DWT
DWT
DWT
DWT
DWT
SDWK
DWY
WELL
MON

BLDG(TYP)
BLDG
BLDG
BLDG
SDWK
TS
SS
ELEC
GAS
WTR
SS
SL
GUY
CI
DWY

OUTFALL
PP
HMA
TSPB
HMA
TREE
TS
TS
SS
TS
COMM
COMM
TELE
WALL
FENCE
TSPB
FENCE
BLDG
3/4" WATER

SERVICE
3/4" WATER SERVICE
(ACCT #215227)
12 6
12 HMA 4
12 6HMA12
6 TS LOOP (TYP)
R/W
12 6 HMA
229+90.65, 116.66' R
229+81.26, 124.03' R
229+74.25, 115.58' R
229+46.24, 138.42' R
229+15.60, 101.41' R
229+18.16, 99.21' R
227+44.50, 64.08' R 228+02.54, 63.64' R
229+05.56, 61.08' R
229+21.66, 108.93' R
228+62.67, 45.83' L
228+20.35, 97.71' L
228+06.54, 86.21' L
227+97.91, 81.09' L
228+86.84, 64.27' L
231+97.72, 94.03' L
231+79.20, 119.06' L
231+90.01, 127.91' L
231+70.87, 150.91' L
IRR
2 38 IRR
13 14
15 10
11 12
14 15
16 226 227 228 229 230 231 232
13 ABN WATER SERVICE(IRR)
1METER BOX
1 COX COM

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DM.dwg Plot: Blanca Soto Date: 3/11/2022 1:17:32 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
MATCHLINE STA 226+00
SEE SHEET 8
MATCHLINE STA 232+25
SEE SHEET 10
N
0' 20' 40'
SCALE 1" = 20'
9 DEMOLITION PLANS

JOHNSON AVENUE

PALM AVENUE

JOHNSON AVENUE
LEGEND:

CONCRETE REMOVAL INCLUDES CURB & GUTTER,

SIDEWALK PAVEMENT, AND OTHER CONCRETE SURFACES

REMOVE VEGETATION, DEBRIS, AND OTHER MATERIAL IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS.

FULL DEPTH ASPHALT PAVEMENT AND BASE COURSE
REMOVAL. THICKNESS VARIES, ANTICIPATED TO BE
BETWEEN 9" - 23".

SAWCUT (ASPHALT AND CONCRETE)

EXISTING SIGN, SEE SIGNING AND MARKING PLANS

PROPOSED TC FOR REF ONLY

REMOVE CONCRETE SUB-SLAB IN CONFLICT WITH THE
PROPOSED IMPROVEMENTS. APPROXIMATE SLAB
DIMENSIONS: 10" THICK AND 20' WIDE, WITH #4 SQUARE

REBAR BOTH WAYS

1. CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE PROJECT LIMITS AS SHOWN AND REMOVE ALL IMPEDIMENTS FOR THE PROPOSED FACILITIES.

2. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. IMMEDIATELY NOTIFY THE ENGINEER OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK.

3. ADJUSTMENT OF EXISTING UTILITIES PERTAINS TO SURFACE FEATURES ONLY.

4. SEE SIGNING AND MARKING PLANS FOR REMOVAL, RELOCATION, AND/OR ADJUSTMENT OF TRAFFIC RELATED IMPROVEMENTS.

5. SEE IRRIGATION PLANS FOR REMOVAL, RELOCATION AND/OR ADJUSTMENT OF IRRIGATION SYSTEM RELATED IMPROVEMENTS.

6. SEE STREET LIGHTING PLANS FOR REMOVAL, RELOCATION, AND/OR ADJUSTMENT OF STREET LIGHTING AND FIBER OPTIC IMPROVEMENTS.

7. PROTECT IN PLACE ALL UNDERGROUND UTILITIES NOT INDICATED FOR REMOVAL OR ADJUSTMENT.

8. TO THE EXTENT POSSIBLE, CONTRACTOR SHALL PROTECT IN PLACE ALL SURVEY MONUMENTS DURING THE COURSE OF CONSTRUCTION.

CONTRACTOR'S LAND SURVEYOR SHALL INDEPENDENTLY VERIFY/DETERMINE ANY AND ALL SURVEY MONUMENTS THAT MAY OR WILL BE DISTURBED OR DESTROYED BY THE CONTRACTOR'S ACTIVITIES. CONTRACTOR'S LAND SURVEYOR SHALL FILE WITH THE OFFICE OF THE COUNTY SURVEYOR CORNER RECORDS AND/OR RECORD(S) OF SURVEY PRIOR TO SUCH DISTURBANCE AND UPON RE-ESTABLISHMENT OF THE SURVEY MONUMENT(S).

GENERAL DEMOLITION NOTES:

SURVEY MONUMENT

PROTECT IN PLACE

ADJUST TO FINISHED GRADE
SAWCUT PER DETAIL D ON SHEET 3
DEMOLITION NOTES:
1 2
4 REMOVE AND SALVAGE7
8 RESET SURVEY MONUMENT, BY

CONSTRUCTION SURVEYOR
10 IRRIGATION EQUIPMENT, SEE IRRIGATION PLANS

TREE TO BE PROTECTED IN PLACE

TREE TO BE REMOVED
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DM.dwg Plot: Blanca Soto Date: 3/11/2022 1:17:34 PM 6 REMOVE AND DISPOSE
11 SEE LIGHTING AND ELECTRICAL PLANS
ADJUST TO FINISHED GRADE BY OTHERS3
1" WATER SERVICE
(ACCT #215156)
12 SAWCUT PER SAWCUT IN AC PAVEMENT NEAR
DRIVEWAY DETAIL D ON SHEET 3

LIMITS OF WORK
13 HELIX WATER DISTRICT TO ABANDON 1"
IRRIGATION SERVICE (ACCT #215155)
3/20/2022
3/20/2022
05/26/2026
C8

TRENCH
36" CMP 2708
1" 13680
4" PVC 13680
12" ACP PER W.O. 8126
4" PVC 13680
8" CONC 1095
6" CONC ABN 1095
36" CMP 2708
1 1/2" PVC 13680 1 1/2" PVC 13680
487-323-26
487-323-24
487-321-26 487-321-25 487-321-24 487-321-02
R/W
R/W

LOT LINE (TYP)

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE

PROPOSED TC

FOR REF ONLY
18" RCP 2708
10" PVC 13680
4" HP 13680
3/4" HP
3/4" HP

PROPOSED TC

FOR REF ONLY

9.9' 5'

61.6'
±20'

53.4'34.9' 9.9'

SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL

SL SL SL SL SL SL SL SL SL SLSL SL
4 4
1 1
1 1
1 1
1 1
3 1
1 1
1 1
6 6
6 6
6 6
1 1
1 11
1 2
8 6
101
1 11
1 GAS
11 3
8 6 6
6 1
1 6
10 6
1 1
1 11
16 10
2 1
1 66
6 6
10 1 SL
10 11
11 10
6 11
1 1
1 1 1
1 1
11 2
1 1
6 11
6 11 TSPB

EL CAJON BOULEVARD

LEXINGTON AVENUE
POST
(TYP)
SL
TREE
SL
SL
FENCE
SL
WM

TELE PB
SL
SL
SL
SL
TELE
SDWK
DWY
DWY
DWY
DWY
SWLK

POST (TYP)
FENCE
SS
WTRGAS
WM
SSMH
WTR
WM
DWY
FO
SL
GAS
SLPB

TELE PB

C&G C&G
CURB
CURB
CURB
C&G
SLAB
HMA
C&G
SD
CURB
TREE
SL
FH (ID #260600)
BFP
WM
CONC
CONC
LSCP
TSPB
TSPB
HMA
FO
SL
SL
SL
VAULT
ELEC
SD
SL
TSPB
MON
C&G
SD

OUTFALL

TELETELE
1 SD
1 SD
235+35.42, 53.46' L
235+35.39, 8.38' L233+79.17, 11.12' R
233+78.99, 61.59' R
231+97.72, 94.03' L
233 234 235 236 237
IRR

37.1'

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DM.dwg Plot: Blanca Soto Date: 2/15/2022 10:59:15 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
MATCHLINE STA 232+25
SEE SHEET 9
N
0' 20' 40'
SCALE 1" = 20'
10 DEMOLITION PLANS
LEGEND:

CONCRETE REMOVAL INCLUDES CURB & GUTTER,

SIDEWALK PAVEMENT, AND OTHER CONCRETE SURFACES

REMOVE VEGETATION, DEBRIS, AND OTHER MATERIAL IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS.

FULL DEPTH ASPHALT PAVEMENT AND BASE COURSE
REMOVAL. THICKNESS VARIES, ANTICIPATED TO BE
BETWEEN 9" - 23".

1. CONTRACTOR SHALL CLEAR AND GRUB WITHIN THE PROJECT LIMITS AS SHOWN AND REMOVE ALL IMPEDIMENTS FOR THE PROPOSED FACILITIES.

2. CONTRACTOR SHALL VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL

LOCATION OF ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. IMMEDIATELY NOTIFY THE ENGINEER

OF ANY REMAINING UTILITY CONFLICTS PRIOR TO THE START OF ANY DEMOLITION WORK.

3. ADJUSTMENT OF EXISTING UTILITIES PERTAINS TO SURFACE FEATURES ONLY.

4. SEE SIGNING AND MARKING PLANS FOR REMOVAL, RELOCATION, AND/OR ADJUSTMENT OF TRAFFIC RELATED IMPROVEMENTS.

5. SEE IRRIGATION PLANS FOR REMOVAL, RELOCATION AND/OR ADJUSTMENT OF IRRIGATION SYSTEM RELATED IMPROVEMENTS.

6. SEE STREET LIGHTING PLANS FOR REMOVAL, RELOCATION, AND/OR ADJUSTMENT OF STREET LIGHTING AND FIBER OPTIC IMPROVEMENTS.

7. PROTECT IN PLACE ALL UNDERGROUND UTILITIES NOT INDICATED FOR REMOVAL OR ADJUSTMENT.

8. TO THE EXTENT POSSIBLE, CONTRACTOR SHALL PROTECT IN PLACE ALL SURVEY MONUMENTS DURING THE COURSE OF CONSTRUCTION.

CONTRACTOR'S LAND SURVEYOR SHALL INDEPENDENTLY

VERIFY/DETERMINE ANY AND ALL SURVEY MONUMENTS THAT MAY OR WILL BE DISTURBED OR DESTROYED BY THE CONTRACTOR'S ACTIVITIES.

CONTRACTOR'S LAND SURVEYOR SHALL FILE WITH THE OFFICE OF THE

COUNTY SURVEYOR CORNER RECORDS AND/OR RECORD(S) OF SURVEY

PRIOR TO SUCH DISTURBANCE AND UPON RE-ESTABLISHMENT OF THE SURVEY MONUMENT(S).

GENERAL DEMOLITION NOTES:

SAWCUT (ASPHALT AND CONCRETE)

EXISTING SIGN, SEE SIGNING AND MARKING PLANS

PROPOSED TC FOR REF ONLY

PROTECT IN PLACE
SAWCUT PER DETAIL D ON SHEET 3
DEMOLITION NOTES:
1 4
REMOVE AND DISPOSE6

REMOVE CONCRETE SUB-SLAB IN CONFLICT WITH THE
PROPOSED IMPROVEMENTS. APPROXIMATE SLAB
DIMENSIONS: 10" THICK AND 20' WIDE, WITH #4 SQUARE

REBAR BOTH WAYS
8 RESET SURVEY MONUMENT, BY CONSTRUCTION SURVEYOR

SURVEY MONUMENT

TREE TO BE PROTECTED IN PLACE

TREE TO BE REMOVED
10 IRRIGATION EQUIPMENT, SEE IRRIGATION PLANS
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_DM.dwg Plot: Blanca Soto Date: 2/15/2022 10:59:16 AM 11 SEE LIGHTING AND ELECTRICAL PLANS
ADJUST TO FINISHED GRADE2
ADJUST TO FINISHED GRADE BY OTHERS3

LIMITS OF WORK
3/20/2022
3/20/2022
05/26/2026
C8

(449)
(448) (447)
(446) (445)
(444)
(445)(446)
(447)
(448)
(449)
(448) (447)
(446)
(444)
(445)
(445)
(443)
(442)
(444)
(447)(448)
(448)
(447)
(448)
(446)
(443)
(446)
(446) (445) (444) (443)
(448)
(447)
(448)
(443)
24" RCP 13680
(447)
24" RCP 13680
221 222 223 224 225 226
487-520-12487-520-13487-520-14487-520-15487-520-16487-520-17487-520-18 487-532-29 487-532-33 487-532-05 487-532-06 487-532-07 487-532-08 487-532-09 487-532-10 487-532-11 487-532-28 487-531-05
487-500-29
R/W

EL CAJON BLVD

CHAMBERLAIN AVE
225+06.11, 35.89' LT
RIM:444.35
N INV:438.68
225+15.67, 70.48' RT
TG:444.27
L = 4'
1 2
3 4
5 6
7 8
9 10
20 W INV:442.36
S INV:443.61
E INV:442.36
225+06.09, 42.33' LT
RIM:444.30
18" W INV:(438.65)
24" E INV:(438.65)
S INV:438.65
INV:(444.00) ME
3 5
2 1
1 TG:447.85
TG:447.42
TG:447.24
TG:446.68
TG:446.14 15
TG:445.7315
TG:444.50
TG:444.0815
TG:444.2615
TG:444.58 15
INV:442.26
INV:445.85
INV:445.42
INV:445.24
INV:444.68
INV:444.14
INV:443.76
INV:442.50
INV:442.36
18 19
15 15
15 15
15 4
2 2 2
1 1
1 1 1
16 8
L=22.55'
W=2'
L=12.73'
W=2'
L=55.95'
W=2'
W=2'
L=12.73'
W=2'L=12.73'
INV:442.58
8" W INV:442.53
8" E INV:442.20
(445)
(449)
(448)
(448)
(443)
(450)
(451)
(452)
(449)
(449)
448 447 446
445
443
448
447
446
445 444 443
445
444
444
443
444
450
451
450
449
446
452
449
447
445
450
449
448
448
447
448
446
445
444
449
449

STORM DRAIN DATA
1 2
3 4
5 6
7 8
9 10
18 19
20 LENGTH

41.24'

16.19'

26.22'

47.56'

16.22'

60.37'

13.63'

19.41'

63.15'

57.84'

5.27'

6.44'

1.95'

BEARING
N51°12'48"E
N36°42'11"E
N36°41'16"E
N36°05'26"E
N36°06'45"E
N35°44'10"E
N31°39'14"E
N21°44'32"W
N34°15'23"E
N34°17'07"E
N71°07'28"E
N14°52'03"E
N50°17'31"W

REMARKS
8" PVC SCH 40 @ 1.04%
8" PVC SCH 40 @ 1.11%
8" PVC SCH 40 @ 2.14%
8" PVC SCH 40 @ 1.14%
8" PVC SCH 40 @ 2.34%
8" PVC SCH 40 @ 2.09%
8" PVC SCH 40 @ 1.00%
4" PVC SCH 40 @ 2.02%
8" PVC SCH 40 @ 1.00%
8" PVC SCH 40 @ 1.08%
8" PVC SCH 40 @ 1.00%
8" PVC SCH 40 @ 1.00%
18" RCP 1350-D @ 1.50%
#

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STRM.dwg Plot: Blanca Soto Date: 2/15/2022 11:00:38 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 20' 40'
SCALE 1" = 20'
1 PROTECT IN PLACE
2 CONSTRUCT URBAN ACCESSORIES MEDIUM DUTY TRENCH
DRAIN MODEL "OT-TITLE 24" OR APRROVED EQUIVALENT.

LENGTH (L) AND WIDTH (W) PER PLAN. SEE DETAIL L ON SHEET 5 3 CONSTRUCT TYPE B-1 CURB INLET PER SDRSD D-02
4 FURNISH AND INSTALL 18"X18" CONCRETE CATCH BASIN BY BROOKS

BOX OR APPROVED EQUAL WITH BLACK, STEEL, PARKWAY GRATE
5 CONVERT EXISTING INLET TO CLEANOUT STRUCTURE PER DETAIL K ON SHEET 5.

MATCHLINE STA 226+30
SEE SHEET 12
11 DRAINAGE AND UTILITY PLANS
STORM DRAIN CONSTRUCTION NOTES:
15 CONSTRUCT 8" NYLOPLAST STANDARD GRATE AREA DRAIN OR

APPROVED EQUAL
16 CONNECT TO PRIVATE STORM DRAIN
8 CONSTRUCT URBAN ACCESSORIES HEAVY DUTY TRENCH DRAIN
MODEL "OT-TITLE 24" OR APRROVED EQUIVALENT. LENGTH (L) AND WIDTH (W) PER PLAN. SEE DETAIL L ON SHEET 5
NOTE:

CONTRACTOR SHALL

POTHOLE ALL UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION OF NEW
PIPES
3/20/2022
3/20/2022
05/26/2026
C8

10 11
12 INV:439.11
15 16
(442) (441)
(441)
(440)
(440)
(440)
(440)
(440)
(440)
(441)
(441)
(440)
(440)
(439)
(439)
(438)
(437)
(439)
(439)
(438)
(438)
(437)
(438)
(437)
(437)
(443) (442)
36" CMP 2708
8" 1095
4" PVC 13680
10" PVC 13680
8" PVC 13641
8" ACP 13641
6" PVC 13646
8" ACP PER
W.O. 8469
8" ACP PER W.O. 8469
8" 1095
18" RCP2708
30" CMP 2708
ABANDONED 6" CONC 1095
8" ACP7666
4" PVC 13680
24" RCP 13680
(442)
(438)
(439)
(440)
227 228 229 230 231 232
12 13
14 4
3 E INV:434.69
W INV:435.04
487-312-12
487-312-11
487-312-10
487-312-18
487-520-19487-520-10
487-520-11
487-532-14
487-532-15 487-532-16 487-532-17 487-532-18
487-323-17
487-520-19
R/W
R/W
R/W

EL CAJON BLVD

JOHNSON AVE

PALM AVE

JOHNSON AVE

PALM AVE
487-532-19
227+86.18, 38.92' R
TG:440.03
229+22.47, 35.87' R
TC:440.20
230+93.94, 29.09' LT
RIM:439.18
229+30.73, 98.59' R
TC:440.43
227+66.36, 33.37' L
TC:440.80
228+05.03, 34.88' LT
RIM:440.47
E INV:430.80
N INV:434.71
W INV:431.63
W INV:(430.90)
W INV:437.25
E INV:436.37
24" W INV:434.20

STORM DRAIN CLEAN OUT
228+59.06, 26.73' LT
RIM:439.78
N INV:(432.93)
W INV:433.12
L = 21'
L = 4'
L = 10'
S INV:(437.16)

SYSTEM 'B'

SYSTEM 'A'

SYSTEM 'C'

PROTECT IN PLACE

EXISTING RAILING
229+95.68, 68.06' RT
RIM:439.73
231+20.83, 42.89' RT
RIM:439.15

SYSTEM 'E'
12 14
15 17
16 2625
2423
E INV:433.87
E INV:(432.13)
S INV:430.85
11 226+38.06, 58.52' RT
TG:442.94
W INV:441.11
E INV:441.11
E INV:431.30
S INV:434.81
230+07.63, 9.97' RT
RIM:440.28
230+17.21, 71.18' R
TG:438.95
N INV:435.40

SYSTEM 'D'
229+93.99, 81.40' RT
230+36.32, 47.95' RT
227+66.12, 49.05' RT
232+12.31, 20.30' RT
231+55.39, 35.96' LT
RIM:438.72
W INV:430.53
227+39.39, 40.02' LT
RIM:441.00
W INV:(435.75)
11 20
14 3
3 6
12 1
1 1
1 1
1 4
6 11
9 9
9 9
66 TG:441.11
TG:440.63 15INV:439.11
230+07.33, 63.44' RT 9
1 21
2215
2 N INV:438.43
W=2'
L=12.73'
TG:438.6215
12" ACP PER
W.O. 9222
12" ACP PER
W.O. 9222 & 8126
EL:439.78

BASIN BOTTOM
EL:436.67

BASIN BOTTOM
2W=2'
L=2.83'
E INV:435.42
E INV:432.05
S INV:432.38
36" E INV:(430.43)
19 19
11 W INV:432.38
228+49.17, 32.60' R
TG:439.78
W INV:434.11
E INV:433.78
INV:436.22
13 29
8" W INV:438.43
8" E INV:436.06
(439)
228+72.05, 33.37' RT
6 5
(440)
(441)

FL / GRADE
BREAK
15 S INV:437.30
TG:440.15
INV:437.75 30
437
439
440
440
442 441
(439)
440
442
440
439
439
438
439
439
440
440
440440
442
442
441
438
443
441
441
441
440
441
440
439
437
439

STORM DRAIN DATA
11 12
13 14
15 16
17 21
22 23
24 25
26 29
30 LENGTH
146.49'

62.26'

70.08'

59.57'

84.47'

58.26'

90.75'

58.40'

9.29'

22.28'

33.69'

50.10'

59.48'

7.70'

22.43'

BEARING
N32°12'12"E
N33°59'27"E
N42°01'03"E
N56°36'07"W
N22°12'13"E
N57°37'52"W
N16°46'04"E
N45°37'10"E
N71°42'51"E
N49°32'34"E
N41°30'16"E
N48°28'29"E
N32°43'41"E
S07°53'23"E
S19°43'39"W

REMARKS
8" PVC SCH 40 @ 2.64%
18" RCP 1350-D @ 3.63%
18" RCP 1350-D @ 2.00%
18" RCP 1350-D @ 3.91%
24" RCP 1350-D @ 0.50%
24" RCP 1350-D @ 1.00%
24" RCP 1350-D @ 0.50%
8" PVC SCH 40 @ 1.00%
8" PVC SCH 40 @ 1.00%
24" RCP 1350-D @ 1.71%
24" RCP 1350-D @ 1.44%
24" RCP 1350-D @ 1.50%
36" RCP 1350-D @ 0.45%
8" PVC PVC @ 2.13%
8" PVC PVC @ 2.01%
#
PARENT ALIGNMENT: El Cajon Blvd-Proposed Sewer line
PROFILE VIEW NAME: PV 004
425
430
435
440
445
425
430
435
440
445
2'
L=122.66', 10" PVC, S=0.32%, N28° 31' 29.98"E
EXISTING SSWR MAIN 10" PVC 1071, S=0.45%, N39° 31' 50.21"E EXISTING SSWR MAIN 10" PVC 1071, S=0.74%, N01° 07' 02.61"W 10" PVC SEWER MAIN PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
3 3
229+95.68, 68.06' RT
RIM:439.94'
E INV:431.33
S INV:(431.53)
231+20.82, 42.89' RT
RIM:439.28'
E INV:(430.74)
W INV:430.94
EX. 4-2" GREY

PVC CABLE
EX. ELEC: 4-5" CONDUITS EX. 1" GAS
EX. WATER SERVICE
EX. WATER SERVICE
EX. 3/4" GAS
EX. 12" WATER
SEE HWD NOTE 11
ON SHEET 1
FG
EG

EX CONC CAP
EX. 24" CMP SD
EX. 12" ACP WATER
SEE HWD NOTE 11
ON SHEET 1
24" RCP SD

EX COM:
4-2" CONDUITS
430
435
440
445
430
435
440
445
L=59.57' ~ 18" RCP, S=3.91%

SYSTEM C PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
EG
FG
STA 229+30.73, 98.59' R
TC = 440.43'
STA 229+22.47, 35.87' R
TC = 440.20'
N INV:434.71
S INV:432.38
E INV:432.05
W INV:432.38
3 3

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STRM.dwg Plot: Blanca Soto Date: 3/11/2022 1:24:16 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 20' 40'
SCALE 1" = 20'
STORM DRAIN CONSTRUCTION NOTES:
1 2
3 6 CONSTRUCT TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09 MATCHLINE STA 226+30
SEE SHEET 11
MATCHLINE STA 232+50
SEE SHEET 13
12 DRAINAGE AND UTILITY PLANS
SANITARY SEWER & WATER CONSTRUCTION NOTES:

CONSTRUCT 60" SANITARY SEWER MANHOLE PER SDRSD SM-02
CONSTRUCT SANITARY SEWER MAIN, SIZE AND SLOPE PER PLAN, PER SDRSD SP-02 3 4

PROTECT IN PLACE

CONSTRUCT URBAN ACCESSORIES MEDIUM DUTY TRENCH DRAIN MODEL "OT-TITLE 24" OR APRROVED EQUIVALENT. LENGTH (L) AND WIDTH (W) PER PLAN. SEE DETAIL L ON SHEET 5
CONSTRUCT TYPE B-1 CURB INLET PER SDRSD D-02
9 CONSTRUCT PCC CURB INLET PER DETAIL F ON SHEET 4
12 ADJUST TO GRADE
13 CONSTRUCT TYPE A CURB INLET PER SDRSD D-01
14 CONSTRUCT TYPE B STORM DRAIN CLEANOUT PER SDRSD D-10 15 CONSTRUCT 8" NYLOPLAST STANDARD GRATE AREA DRAIN OR

APPROVED EQUAL
18 CONSTRUCT CONCRETE LUG PER SDRSD D-63
11 CONSTRUCT TYPE G-1 CATCH BASIN OVERFLOW RISER PER
SDRSD D-08
19 CONSTRUCT DISPERSION AREA PER DETAIL I ON SHEET 4
5 HELIX WATER DISTRICT TO CONSTRUCT 1" IRRIGATION WATER SERVICE PER SDWAS WS-01. (ACCT #215155)
6 HELIX WATER DISTRICT TO FURNISH AND INSTALL 1" WATER METER BOX PER SDWAS STANDARDS, SEE HELIX WATER DISTRICT NOTE ON COVER SHEET. SEE IRRIGATION PLANS FOR BACKFLOW AND CONTINUATION BY CITY CONTRACTOR. 20 CONSTRUCT TYPE B CURB INLET PER SDRSD D-02
NOTE:

CONTRACTOR SHALL

POTHOLE ALL UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION OF NEW
PIPES
3/20/2022
3/20/2022
05/26/2026
C8

(438)
(438)
(438)
(437)
(437)
(436)
(436)
(435)
(435) (434)
(434)
(437)
(438)
(438)
(434)
(433)
(435)
(435)
36" CMP 2708
1" 13680
12" ACP PER W.O. 8126
4" PVC 13680
8" CONC 1095
6" CONC ABND 1095
(436)
36" CMP 2708
233 234 235 236
487-323-26
487-323-24
487-321-26 487-321-25 487-321-24 487-321-02

EL CAJON BLVD
27 1 1
1 1
1 17232+75.46, 34.86' RT
INV:(437.43) ME16
INV:437.42
EL:436.67

BASIN BOTTOM
10" PVC 13680
(436)

LEXINGTON
AVE
438
437
436
436
437
435
435
434
437
438
438
438
438
437
437
436
232+75.46, 34.86' RT 21

STORM DRAIN DATA
27 LENGTH

27.71'

BEARING
N35°16'21"W

REMARKS
2" PVC SCH 40 @ 0.04%
#
425
430
435
440
445
450
425
430
435
440
445
450
-0+15 0+00 0+80

SYSTEM D PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
STA 230+07.63, 9.97' R
RIM = 440.28'
STA 230+17.21, 71.18' R
RIM = 439.11'
N INV:435.40
S INV:434.81
W INV:431.63
E INV:431.30 FG
EG
ABN 10" PVC SEWER
12" ACP WATER
SEE HWD NOTE 11
ON SHEET 1
ABN 8"

CONCRETE
SEWER
ABN 6"

CONCRETE
SEWER
PROP 10"

PVC SEWER
L=58.26' ~ 24" RCP, S=1.00%

ABN WATER
6 11
1'
MIN
425
430
435
440
425
430
435
440
8+75 9+00 10+00
EX. ELEC: 4-5"

CONDUITS

EX CONC CAP
L=59.48' ~ 36" RCP, S=0.45%
EX 36" CMP, S=0.53%
EX 36" CMP, S=0.92%
STA 230+93.94, 29.09' L
RIM = 439.18'
STA 231+55.39, 35.96' L
RIM = 438.72'
S INV:430.85
E INV:430.80
W INV:430.53
E INV:(430.43)
W INV:(430.90)
EX. 4-2" GREY

PVC CABLE
EX. 1 1/2" GAS

SYSTEM E PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
E INV:436.22
14 6
430
435
440
445
430
435
440
445
5+25 6+00 7+00

SYSTEM B PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
L=22.28' ~ 24" RCP, S=1.71%
L=33.68' ~ 24" RCP, S=1.44%
L=50.10' ~ 24" RCP, S=1.50%
EX 36" CMP, S=0.53%
EX 24" RCP, S=1.25%
STA 227+39.39, 40.02' L
RIM = 441.00'
STA 227+66.36, 35.87' L
RIM = 440.78'
STA 228+05.03, 34.88' L
RIM = 440.47'
STA 228+59.06, 26.73' L
RIM = 439.78'
W INV:(435.75)
E INV:435.42
E INV:434.69
W INV:435.04
E INV:433.87
24" W INV:434.20
S INV:(437.16)
EG
FG
W INV:433.12
N INV:(432.93)
E INV:(432.13)
EX. 1 1/2" GAS
EX. 1"
WATER

SERVICE
N INV438.43
8" W INV:438.43
13 12
6 6
430
435
440
445
450
430
435
440
445
450
4+88 5+00 6+00 7+00 8+00 8+50
EG
FG
STA 227+86.18, 38.92' R
TG = 440.03'
STA 229+22.47, 35.87' R
TC = 440.20'
STA 230+07.63, 9.97' R
RIM = 440.28'
STA 230+93.94, 29.09' L
RIM = 439.18'
L=62.26' ~ 18" RCP, S=3.63%
L=84.47' ~ 24" RCP, S=0.50%
L=90.75' ~ 24" RCP, S=0.50%
E INV:436.37
W INV:437.25
W INV:434.11
W INV:431.63
E INV:431.30
S INV:434.81
S INV:430.85

SYSTEM A PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
E INV:430.80
W INV:(430.90)
EX. GAS
EX. ELEC: 3-5" CONDUITS
ABN 6" CIP WATER
EX. TELE

CONC ENCASEMENT
ABN 6" CONC SEWER
EX. 1 1/2" GAS
EX. 2" GREY PVC COMM
EX. 4" PVC CABLE
EX. 2-11
2 " GREY PVC COMM
E INV:432.05
S INV:432.38
L=70.08' ~ 18" RCP, S=2.00%
STA 228+50.07, 32.51' R
TG = 439.78'
E INV:433.78
W INV:432.38
S INV:437.30

EX CONC CAP EX COM:
4-2" CONDUITS
11 3
6 14
11 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STRM.dwg Plot: Blanca Soto Date: 3/2/2022 9:51:43 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 20' 40'
SCALE 1" = 20'
MATCHLINE STA 232+50
SEE SHEET 12
1 13

DRAINAGE AND UTILITY PLANS
STORM DRAIN CONSTRUCTION NOTES:

PROTECT IN PLACE
3 CONSTRUCT TYPE B-1 CURB INLET PER SDRSD D-02
6 CONSTRUCT TYPE A STORM DRAIN CLEANOUT PER SDRSD D-09
11 CONSTRUCT TYPE G-1 CATCH BASIN OVERFLOW RISER PER SDRSD D-08 12 ADJUST TO GRADE
13 CONSTRUCT TYPE A CURB INLET PER SDRSD D-01
14 CONSTRUCT TYPE B STORM DRAIN CLEANOUT PER SDRSD D-10 15 CONSTRUCT 8" NYLOPLAST STANDARD GRATE AREA DRAIN OR

APPROVED EQUAL
16 CONNECT TO PRIVATE STORM DRAIN
17 CONSTRUCT TYPE B STRAIGHT HEADWALL PER SDRSD D-32
NOTE:

CONTRACTOR SHALL

POTHOLE ALL UTILITY

CROSSINGS PRIOR TO

CONSTRUCTION OF NEW
PIPES
21 2'Lx2'Wx1'T SPLASH PAD NON-COMPACTED NO.2 COARSE AGGREGATE 3/20/2022
3/20/2022
05/26/2026
C8

LEGEND

EXISTING FIBER OPTIC CONDUIT

EXISTING TRAFFIC SIGNAL CONDUIT

EXISTING STREET LIGHT CONDUIT

PROPOSED FIBER OPTIC CONDUIT

PROPOSED CONDUIT

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(ROADWAY AND PEDESTRIAN)

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(PEDESTRIAN)

PROPOSED SINGLE MAST ARM DECORATIVE STREET LIGHT POLE
PROPOSED TYPE 15 SINGLE MAST ARM STREET LIGHT POLE
EXISTING TYPE 15 DOUBLE MAST ARM STREET LIGHT POLE
EXISTING TYPE 15 SINGLE MAST ARM STREET LIGHT POLE

PROPOSED RECTANGULAR RAPID FLASHING BEACON (RRFB)

PROPOSED UP LIGHT

PROPOSED PULL BOX

EXISTING PULL BOX

EXISTING TRAFFIC SIGNAL CABINET

PROPOSED SERVICE PEDESTAL

TRAFFIC SIGNAL

PROPOSED CCTV CAMERA

EXISTING IRRIGATION CONTROLLER

PROPOSED IRRIGATION CONTROLLER

PROPOSED WALL WASH LIGHT

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_LITE.dwg Plot: Tyler Rausch Date: 3/8/2022 4:18:29 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI
14 STREET LIGHTING DETAILS
1" x 1.5" SLOTTED

ANCHOR BOLT HOLES
9" BOLT CIRCLE
20"
MIN. 4" WIREWAY

OPENING
15'
(4) 0.75" X 24" X 3"

ANCHOR BOLTS
WITH (2) HEX NUTS
AND (2) FLAT

WASHERS PER BOLT
ASTM-A36 FULLY

GALVANIZED PER
ASTM A123
24"

0.75"
5"

POLE CROSS SECTION
- 14 SHARP FLUTE
10" SQ.

BASE PLATE
5" POLE SHAFT

DIAMETER

0.75" THICK BASE PLATE
2 PC., CLAMP AROUND

DECORATIVE BASE COVER

BASE COVER

13.5" ON
CENTER

2.5" SCHED. 40 PIPE
(2.875" O.D. x 6" LONG) 6"

2.875"
36"

PHOTOCELL
36"

DECORATIVE PEDESTRIAN LIGHT POLE

INSTALLATION DETAIL

SEE TENON DETAIL

BASE HALVES

CONNECTED

TOGETHER

AROUND POLE

SHAFT USING
(4) 1/4-20 X 1"

STAINLESS
STEEL

BUTTON HEAD

CAP SCREWS
DECORATIVE POLE GENERAL NOTES:

1. ALL HARDWARE TO BE STAINLESS STEEL.

2. ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE.

3. ALL STEEL COMPONENTS FULLY GALVANIZED TO ASM-A123

4. ENTIRE ASSEMBLY TO BE FINISH COATED SEMI-GLOSS BLACK (TEXTURED); CARDINAL #T241-BK59; PER CITY OF EL CAJON SPECIFICATIONS.

LIGHTING AND ELECTRICAL GENERAL NOTES:

1. ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND AS DIRECTED BY THE ENGINEER. PULL BOXES SHALL NOT BE PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY THE ENGINEER.

2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO INSTALLING EQUIPMENT.

3. CONTRACTOR SHALL POTHOLE EACH STREET LIGHT AND RECTANGULAR RAPID FLASHING BEACON (RRFB) LOCATION PRIOR TO INSTALLATION. A MINIMUM OF 12" OF CLEAR SPACE MUST BE PROVIDED FROM THE LIGHT AND RRFB FOUNDATION TO THE ADJACENT UTILITY.

4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT OCCUR DURING INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.

5. PULL BOXES SHALL BE NO. 5 AND CONDUIT 2" UNLESS OTHERWISE NOTED. PULL BOXES SHALL BE INSTALLED PER SDRSD I-15.

6. ALL NEW STREET LIGHTS SHALL HAVE A PULLBOX ADJACENT TO THE POLE UNLESS OTHERWISE SHOWN.

7. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL ELECTRICAL WORK.

8. NEW PEDESTRIAN PUSH BUTTON HOUSING COLOR SHALL MATCH COLOR NUMBER 33538 OF FED-STD-595 WHERE PEDESTRIAN PUSH BUTTONS ARE INSTALLED.

9. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE ENGINEER AS REQUIRED TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.

10. ALL NARROW ELECTRICAL TRENCHING AND BACKFILL SHALL BE ACCORDING TO SAN DIEGO REGIONAL STANDARD DRAWING G-33.

11. ALL CONDUIT CROSSING WATER MAINS SHALL PROVIDE 12" MINIMUM VERTICAL SEPARATION. CONDUIT CROSSINGS SHALL BE PERPENDICULAR TO WATER MAINS TO THE EXTENT FEASIBLE.

12. SDG&E STAND-BY IS REQUIRED WHEN EXCAVATING WITHIN 10' OF ANY HIGH PRESSURE GAS MAIN. EXCAVATION SHALL BE BY HAND DIG ONLY WITHIN 5'. CONTRACTOR SHALL COORDINATE WITH SDG&E A MINIMUM OF TWO WEEKS IN ADVANCE OF THE EXCAVATION.

13. VERTICAL CLEARANCE OF 18" MIN SHALL BE PROVIDED BETWEEN ALL PROPOSED UTILITIES CROSSING 3" OR LARGER DIAMETER GAS MAINS.

14. VERTICAL CLEARANCE OF 12" MIN SHALL BE PROVIDED BETWEEN ALL PROPOSED UTILITIES CROSSING GAS LINES 2" AND BELOW.

15. HORIZONTAL CLEARANCE OF 5' FROM EDGE OF SDG&E PIPE AND 3' UNDISTURBED SOIL IS REQUIRED FROM PROPOSED PARALLEL UTILITIES.

16. HORIZONTAL CLEARANCE OF 12" MIN SHALL BE PROVIDED BETWEEN PROPOSED UTILITY APPURTENANCES AND EXISTING GAS AND ELECTRICAL FACILITIES/STRUCTURES.

17. POLE BRACING BY SDG&E SHALL BE REQUIRED WHEN EXCAVATING WITHIN 5' OF EXISTING POWER POLES. EXCAVATION SHALL BE BY HAND DIG ONLY. CONTRACTOR SHALL COORDINATE WITH SDG&E A MINIMUM OF TWO WEEKS IN ADVANCE OF THE EXCAVATION.

RECTANGULAR RAPID FLASHING BEACON (RRFB) ON
DECORATIVE POLE INSTALLATION DETAIL*

NOT TO SCALE

SINGLE MAST ARM DECORATIVE LIGHT POLE & RRFB
INSTALLATION DETAIL*

NOT TO SCALE
FLUTING STOPS 38"

UP FROM POLE BOTTOM
SEE DETAIL 4 -

BASE PLATE DETAIL
DETAIL 1 - HAND HOLE

1.75" x 2.75" SLOTTED

BOLT HOLE

11.5" TO 13.5" BOLT

CIRCLE RANGE
8" POLE BASE

DIAMETER
2"
DETAIL 4 - BASE PLATE
TUBE
THK.
.19 PER
AWS D.1.1

BASE HALVES CONNECTED TOGETHER AROUND
POLE SHAFT USING (6) 5/16-18 x 1.5" STAINLESS

STEEL BUTTON HEAD CAP SCREWS
DETAIL 5 - BASE COVER ATTACHMENT
DETAIL 2 - TENON
7 GA. (.1793") TAPERED (.14"/FT) STEEL
POLE SHAFT; 8" x 3.8" x 30' - 16 SHARP FLUTE

1.25" SCH 40
(1.66" O.D.) x 6"

LONG TENON

ROUND POLE
PLATE - 4.6875"
DIA. x 0.5" THICK
.19 PER
AWS D.1.1
.19 PER
AWS D.1.1

POLE TUBE WALL

7.56"

HAND HOLE RIM FORMED
FROM STD. 6" BLK PIPE

0.50" NUT HOLDER

WITH FASTENERS

FOR GROUNDING

0.28"

5.19"

SECTION A-A

13.5"

13.5"
15 AMP GFCI RECEPTACLE W/COVER
PLATE; CUSTOMER TO VERIFY HEIGHT AND

ORIENTATION

14.4375"

9.8125"
37"

26.5"
25" FLAT TO FLAT

27.1" POINT TO POINT

24.25" I.D. F TO F

26.35" I.D. P TO P

POLE SHAFT CROSS SECTION
- 16 SHARP FLUTE

CITY LOGO CAST

INTO BASE COVER

HAND HOLE COVER
CAT. #BCWAO2537;
SEE DETAIL 5 - BASE COVER DETAIL

HINGED ACCESS COVER
TO ALLOW ACCESS TO 20

AMP GFCI RECEPTACLE

NOTCH TO ALLOW FOR

CORD WHEN HAND HOLE

DOOR IS CLOSED AND GFCI

RECEPTACLE IS IN USE

OPENING FOR U-BOLT TO SECURE

HINGED DOOR SHUT WHEN NOT IN
USE; LOCK PROVIDED BY CITY

U-BOLT TO SECURE HINGED
DOOR SHUT WHEN NOT IN USE;

LOCK PROVIDED BY CITY
12'
15 AMP GFCI W/COVER PLATE

ON POLE SHAFT AT SAME

HEIGHT AS HAND HOLE AND
@ 180° FROM HAND HOLE
(4) 1.5" X 42"

ANCHOR BOLTS
WITH (2) HEX NUTS
AND (2) FLAT

WASHERS PER
BOLT ON A 0.375"

THICK SQUARE

PLATE (DIMENSIONS

PER CALTRANS
2018 STANDARD

SPECIFICATIONS)

1.5"
42"
DETAIL 3 - ANCHOR BOLT

0.25"
SEE DETAIL 2 -

TENON DETAIL

13.33'
15"
84" MIN.

A A

BASE PLATE

25.5" L x 4.5" H LIGHT BAR
BOXES, WHERE SHOWN; CAT.
#: AB-9407-AC
4" O.D., 0.188" WALL THICKNESS

EXTRUDED ALUMINUM POLE SHAFT
12" x 24", W16-7PL WARNING
SIGNS, WHERE SHOWN. SEE
SIGNING AND MARKING PLANS.
30" x 30", W11-2 WARNING
SIGNS, WHERE SHOWN. SEE
SIGNING AND MARKING PLANS.
.875" x 1.875"

BOLT HOLES

2.5" SCHED. 40 PIPE
(2.875" O.D. x 6" LONG)
6"
Ø8" BOLT
CIRCLE

FOUNDATION PER CALTRANS
2018 STANDARD PLANS
FOR POLE TYPE 1-C STANDARD;
SHEET ES-7B
(4) 3/4" x 18" x 3" FULLY

GALVANIZED ANCHOR BOLTS
11"

2.875"

BASE COVER
4" POLE BASE

DIAMETER
15"

5.5"

7.3125"

5.375"

12.25" O.D. FLAT TO FLAT

13.25" O.D. POINT TO POINT

11.875" I.D. FLAT TO FLAT

12.875" I.D. POINT TO POINT

BASE HALVES CONNECTED

TOGETHER AROUND POLE
SHAFT USING (4) 1/4-20 X 1"

STAINLESS STEEL BUTTON

HEAD CAP SCREWS
5" MAX. TOP

OPENING

CITY LOGO

CAST INTO BASE

25.5L x 4.5H LIGHT BAR
BOXES, WHERE SHOWN;
CAT. #: AB-9407-AC
12 x 24, W16-7PL WARNING
SIGNS, WHERE SHOWN. SEE
SIGNING AND MARKING PLANS.
30 x 30, W11-2 WARNING
SIGNS, WHERE SHOWN. SEE
SIGNING AND MARKING PLANS.

POLE TOP CAP;
CAT #: FIN-ALH-13.75
POLE TOP CAP;
CAT #: FIN-ALH-13.75
15'
2 SCH. 40
PIPE (2.375
O.D.)

1.25 SCH. 40
PIPE (1.66 O.D.)

PHOTOCELL
KING LUMINAIRE CAT#:

K823-P4FL-III-200(SSL)
28'

42.75"
SEE DETAIL 3 - ANCHOR

BOLT DETAIL
(4) 3/4" X 18" ANCHOR BOLTS
WITH (2) HEX NUTS AND (2)

FLAT WASHERS PER BOLT ON
A 0.375" THICK SQUARE

PLATE (DIMENSIONS PER
CALTRANS 2018 STANDARD

SPECIFICATIONS)
3/4"
18"

ANCHOR BOLT

POLE SHAFT CROSS SECTION
- 16 SHARP FLUTE
4"

PEDESTRIAN PUSH BUTTON
MODEL POLARA iNX (WHERE SHOWN)
TENON

PEDESTRIAN PUSH BUTTON
MODEL POLARA iNX (WHERE SHOWN)
FOUNDATION PER CALTRANS 2018 STANDARD PLANS
FOR POLE TYPE 15 STANDARD; SHEET ES-6A
ONLY FOR BIDDING PURPOSES.

CONTRACTOR TO PROVIDE
STRUCTURAL DESIGN.

BASE PLATE DETAIL
36"

KING LUMINAIRE
WITH

PHOTOCELL
CAT#: K723-P4FL
84"
15'
POLE TOP CAP;
CAT #: FIN-ALH-13.75
KING LUMINAIRE CAT#:

K723-P4FL

FLUTED ALUMINUM
POLE SHAFT; 5" x 0.25" x

16.5'; 14 FLUTE

CITY LOGO CAST IN BASE
PLATE

SEE BASE PLATE DETAIL
TENON

ANCHOR BOLT

UPLIGHT/WASH LIGHT FOUNDATION DETAIL

NOT TO SCALE

FIXTURE PER PLAN

FOUNDATION CONCRETE
SHALL BE CLASS 560-C-3250
13"
2"
FG

POST MOUNT GROUND STAKE PER

MANUFACTURER REQUIREMENTS
LEAVE 18" MIN. WIRE LOOP

COILED BELOW FIXTURE
1 1/2" SCHEDULE 40 PVC PIPE
6"

FURNISH AND INSTALL LARGE AC
CABINET (16"x14") PER

MANUFACTURER'S REQUIREMENTS

FURNISH AND INSTALL LARGE AC
CABINET(16"x14") PER

MANUFACTURER'S REQUIREMENTS

HAND HOLE

POLE TUBE WALL

7.56"

HAND HOLE RIM FORMED
FROM STD. 6" BLK PIPE

0.50" NUT HOLDER

WITH FASTENERS

FOR GROUNDING

0.28"

5.19"

SECTION A-A

0.25"
ONLY FOR BIDDING PURPOSES.

CONTRACTOR TO PROVIDE
STRUCTURAL DESIGN.

ONLY FOR BIDDING
PURPOSES.

CONTRACTOR TO

PROVIDE STRUCTURAL
DESIGN.

SEE ANCHOR BOLT DETAIL
* RRFB MOUNTING ON TYPE 15 LIGHT POLE SIMILAR.
42"
42"
3/20/2022
3/20/2022
05/26/2026
C8

NO

PARKING
NO

PARKING
NO

PARKING
487-520-13487-520-14487-520-15487-520-16487-520-17
487-520-18
487-532-29
487-532-33 487-532-05 487-532-06 487-532-07 487-532-08 487-532-09 487-532-10 487-532-11 487-531-05
487-500-29
R/W
R/W
R/W
R/W

LOT LINE (TYP)

LOT LINE (TYP)

EL CAJON BOULEVARD

CHAMBERLAIN AVENUE
1222+00.00, 40.00' R
1223+98.8, 55.63' R
1225+61.33, 57.34' R4 222+92.84, 5.25' R
8 12
9 59

RICHFIELD
AVENUE
1616
16 16
10 1 225+27.85', 36.77' L
19 19
20 20 20
11 2223+29.37, 86.97' R
2224+84.59, 77.04' R
19 19
6222+77.00, 43.58' R
1222+75.27, 36.77' L
41 41
13 19

EL CAJON BOULEVARD CENTERLINE
30 10
45 45
1336
31 20
2"C (SCHEDULE 40), PULL ROPE
4446
4446 4446
44461 223+98.89, 36.73' L
45 LEGEND

EXISTING FIBER OPTIC CONDUIT

EXISTING TRAFFIC SIGNAL CONDUIT

EXISTING STREET LIGHT CONDUIT

PROPOSED FIBER OPTIC CONDUIT

PROPOSED CONDUIT

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(ROADWAY AND PEDESTRIAN)

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(PEDESTRIAN)

PROPOSED SINGLE MAST ARM DECORATIVE STREET LIGHT POLE
PROPOSED TYPE 15 SINGLE MAST ARM STREET LIGHT POLE
EXISTING TYPE 15 DOUBLE MAST ARM STREET LIGHT POLE
EXISTING TYPE 15 SINGLE MAST ARM STREET LIGHT POLE

PROPOSED RECTANGULAR RAPID FLASHING BEACON (RRFB)

PROPOSED UP LIGHT

PROPOSED PULL BOX

EXISTING PULL BOX

EXISTING TRAFFIC SIGNAL CABINET

PROPOSED SERVICE PEDESTAL

TRAFFIC SIGNAL

PROPOSED CCTV CAMERA

EXISTING IRRIGATION CONTROLLER

PROPOSED IRRIGATION CONTROLLER

PROPOSED WALL WASH LIGHT

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

DESIGNED BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_LITE.dwg Plot: Tyler Rausch Date: 3/3/2022 8:53:47 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI
MATCHLINE STA 226+00
SEE SHEET 16
N
0' 20' 40'
SCALE 1" = 20'
15 STREET LIGHTING PLANS
EX. LIGHTING & IRRIGATION TO TYPE III SERVICE
PEDESTAL ON LEMON AVE. (APPROX. 400 FT)

LIGHTING AND ELECTRICAL NOTES

FURNISH AND INSTALL DOUBLE MAST ARM (ROADWAY AND PEDESTRIAN) DECORATIVE STREET LIGHT POLE AND FOUNDATION OR APPROVED EQUAL PER LIGHTING AND ELECTRICAL NOTES AND DETAIL SHEET.

FURNISH AND INSTALL DOUBLE MAST ARM (PEDESTRIAN) DECORATIVE STREET LIGHT POLE AND FOUNDATION OR APPROVED EQUAL PER LIGHTING AND ELECTRICAL NOTES AND DETAIL SHEET.

FURNISH AND INSTALL TYPE 15 STREET LIGHT POLE WITH 15' MAST ARM ON EXISTING FOUNDATION PER CITY STANDARD DRAWING FS-303.

FURNISH AND INSTALL SINGLE-SIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) ON DECORATIVE STREET LIGHT POLE, PER LIGHTING AND ELECTRICAL NOTES AND DETAIL SHEET. POLE. RRFB SHALL BE JSF TECHNOLOGIES, MODEL AB-9207-40W, OR APPROVED EQUAL. CONTROLLER SHALL BE JSF TECHNOLOGIES, MODEL AB-9207-AC-BLK-UJM, OR APPROVED EQUAL. SEE LIGHTING AND ELECTRICAL NOTES AND DETAILS SHEET.

FURNISH AND INSTALL SINGLE-SIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) ON DECORATIVE POLE AND FOUNDATION PER LIGHTING AND ELECTRICAL NOTES AND DETAIL SHEET. RRFB SHALL BE JSF TECHNOLOGIES, MODEL AB-9207-40W, OR APPROVED EQUAL. CONTROLLER SHALL BE JSF TECHNOLOGIES, MODEL AB-9207-AC-BLK-UJM, OR APPROVED EQUAL. SEE LIGHTING AND ELECTRICAL NOTES AND DETAIL SHEET.

FURNISH AND INSTALL DOUBLE-SIDED RECTANGULAR RAPID FLASHING BEACON (RRFB) ASSEMBLY ON STREET LIGHT POLE. RRFB SHALL BE JSF TECHNOLOGIES, MODEL AB-9407-40W, OR APPROVED EQUAL.

CONTROLLER SHALL BE JSF TECHNOLOGIES, MODEL AB-9407-AC-BLK-UJM, OR APPROVED EQUAL. SEE LIGHTING AND ELECTRICAL NOTES AND DETAIL SHEET.

FURNISH AND INSTALL PEDESTRIAN PUSH BUTTON (PPB) ON STREET LIGHT POLE OR DECORATIVE POLE PER CALTRANS STANDARD PLANS RSP ES-7A. PPB AND SIGN SHALL BE FACING TOP OF CURB RAMP AND

POINTING IN THE DIRECTION OF THE CROSSWALK PER AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR PUBLIC RIGHT-OF WAY. PPB SHALL BE PLACED WITHIN 10 INCHES OF REACH FOR PEDESTRIANS ON SIDEWALK.

PROTECT IN PLACE.

REMOVE AND DISPOSE.

REMOVE AND SALVAGE.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

FURNISH AND INSTALL PULL BOX INTO EXISTING CONDUIT RUN.

PROTECT IN PLACE EXISTING CONDUIT AND CONDUCTORS.

FURNISH AND INSTALL 2” SCHEDULE 40 PVC CONDUIT WITH 2#1 LTG, AND 1#1 GND.

FURNISH AND INSTALL 2” SCHEDULE 40 PVC CONDUIT WITH 2#1 LTG, 2#8 RRFB AND 1#1 GND.

FURNISH AND INSTALL 2” SCHEDULE 80 PVC CONDUIT WITH 2#8 RRFB AND 1#8 GND.

INSTALL CONDUIT INTO EXISTING PULL BOX.

SPLICE NEW TO EXISTING CONDUCTORS.

IRRIGATION CONTROLLER. SEE IRRIGATION PLANS.

FURNISH AND INSTALL 2#8 IRR. IN EXISTING CONDUIT. SEE IRRIGATION PLANS.

FURNISH AND INSTALL 2” SCHEDULE 80 PVC CONDUIT WITH 2#1 LTG, 2#8 RRFB AND 1#1 GND.

REMOVE AND DISPOSE EXISTING 24-SMFO ON EL CAJON BLVD BETWEEN WASHINGTON AVE AND JOHNSON AVE.

COIL MINIMUM 10 FEET OF SMFO CABLE IN PULL BOX FOR SLACK.

FURNISH AND INSTALL 48-SMFO AND PULL TAPE IN EXISTING CONDUIT.

PULL NEW 48-SMFO CABLE TO EXISTING SIGNAL CABINET AT EL CAJON BLVD/WASHINGTON AVE AND TERMINATE ALL 48 STRANDS IN SIGNAL CABINET. FURNISH AND INSTALL CLOSET CONNECTOR HOUSING (CCH-01U) WITH TWO PRE-LOADED CCH PIGTAIL SPLICE CASSETTE (CCH-CS24-P00RE). COIL MINIMUM 20 FEET OF SMFO CABLE IN SIGNAL CABINET AND MINIMUM 10 FEET OF SMFO CABLE IN PULL BOXES FOR SLACK. APPROXIMATELY 2,350' OF SMFO CABLE TOTAL (WASHINGTON AVE TO JOHNSON AVE). 1 2
4 5
6 8
9 10
11 12
13 15
16 19
20 21
30 31
36 37
41 44
45 46
47 EX. FIBER TO EX. SIGNAL CABINET AT EL
CAJON BLVD/WASHINGTON AVE.
44 46 47
3/20/2022
3/20/2022
05/26/2026
C8