ACTION:
____________________________
Clerk/Secretary
Department: Engineering Item No: C12
Prepared by:
Jason Rivera, Capital Projects Manager
Erin Adams, Administrative Programs Manager Meeting Date: December 9, 2025 Approved by:
Greg Mayer, Director of Engineering
John Conley, City Manager Agenda Location: Consent Calendar
SUBJECT: AS-NEEDED PROFESSIONAL GEOTECHNICAL ENGINEERING, MATERIAL TESTING, AND CONSTRUCTION INSPECTION SERVICES – AWARD OF CONTRACTS
RECOMMENDATION:
1. Adopt City Council Resolution No. 2025- , approving a contract with Fenagh, Inc. for as -needed professional geotechnical engineering, material testing, and construction inspection services.
2. Adopt Buena Sanitation District Resolution No. 2025- , approving a contract with Fenagh, Inc. for as- needed professional geotechnical engineering, material testing, and construction inspection services.
3. Adopt City Council Resolution No. 2025- , approving a contract with Geocon Incorporated for as-needed professional geotechnical engineering, material testing, and construction inspection services.
4. Adopt Buena Sanitation District Resolution No. 2025- , approving a contract with Geocon Incorporated for as -needed professional geotechnical engineering, material testing, and construction inspection services.
5. Adopt City Council Resolution No. 2025- , approving a contract with GeoSoils, Inc. for as -needed professional geotechnical engineering, material testing, and construction inspection services.
6. Adopt Buena Sanitation District Resolution No. 2025- , approving a contract with GeoSoils, Inc. for as- needed professional geotechnical engineering, material testing, and construction inspection services.
CORRELATION TO CITY COUNCIL GOALS: Routine operational item not directly corresponding to a specific City Council goal.
PRIOR ACTION: On June 11, 2024, adopted City Council Resolution No. 2024 -86, adopting a Capital Project Budget for Fiscal Years 2024/25 and 2025/26 (Vote: 5-0).
STATEMENT ON THE SUBJECT: The City and Buena Sanitation District have many diverse Capital Improvement Program (CIP) projects that utilize Design- Bid-Build and Progressive Design -Build delivery methods. Having consultants support CIP and Sanitation construction projects by providing professional geotechnical engineering, material testing and construction inspection services benefit the construction process by bringing expertise, personnel and equipment for existing soil and pavement assessment during design, and quality assurance material testing.
On September 22, 2025, the City and Sanitation District issued a Request for Qualifications (RFQ) for as- needed professional geotechnical engineering, material testing and construction inspection services on the City’s procurement website and online procurement portal, OpenGov. The City and Sanitation District received eleven responsive proposals on October 27, 2025, from the following firms:
AGENDA
REPORT
CITY COUNCIL
COMMUNITY DEVELOPMENT COMMISSION
SUCCESSOR AGENCY
BUENA SANITATION DISTRICT
JOINT POWERS FINANCING AUTHORITY
12/09/2025
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MEETING DATE: December 9, 2025 PAGE 2
SUBJECT: AS-NEEDED PROFESSIONAL GEOTECHNICAL ENGINEERING, MATERIAL TESTING, AND CONSTRUCTION INSPECTION SERVICES – AWARD OF CONTRACTS C ompany Name Location
C eterra RMA Group Rancho Cucamonga, CA
Fenagh, Inc. San Diego, CA
Geocon Incorporated San Diego, CA
GeoSoils, Inc. Carlsbad, CA
Haley & Aldrich Walnut Creek, CA
MTGL, Inc. San Diego, CA
Ninyo & Moore San Diego, CA
NOVA Services, Inc. San Diego, CA
Terraphase Engineering, Inc. Oakland, CA
Twining, Inc. Long Beach, CA
Verdantas, Inc. San Diego, CA
S
taff reviewed and ranked the proposals based upon pre-determined criteria identified in the RFQ, including overall experience, key personnel, understanding project objections, quality of work and familiarity with City and Buena Sanitation District requirements. Staff then reviewed the proposed hourly rates of the top three candidates and determined them to be fair and equitable with respect to the expertise and geographic region. Based on evaluation of the proposals, City and District staff recommend the selection of Fenagh, Inc., Geocon Incorporated and GeoSoils, Inc. to provide as-needed professional geotechnical engineering, material testing and construction inspection services.
FI
SCAL IMPACT: Each contract will have a ceiling of $800,000 over a three- year term with the option to extend the contracts up to two additional years. Funding for these contracts will be covered on an as-needed basis from the Capital Projects Budget.
EXHIBITS:
1. City Council Resolution 2025- , approving a contract with Fenagh, Inc. for as -needed professional geotechnical engineering, material testing, and construction inspection services
2. Buena Sanitation District Resolution 2025- , approving a contract with Fenagh, Inc. for as -needed pr
ofessional geotechnical engineering, material testing, and construction inspection services
3. City Council Resolution 2025- , approving a contract with Geocon Incorporated for as-needed pr
ofessional geotechnical engineering, material testing, and construction inspection services
4. Buena Sanitation District Resolution 2025- , approving a contract with Geocon Incorporated for as- needed professional geotechnical engineering, material testing, and construction inspection services
5. City Council Resolution 2025- , approving a contract with GeoSoils, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services
6. Buena Sanitation District Resolution 2025- , approving a contract with GeoSoils, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services
7. Contract with Fenagh, Inc.
8. Contract with Geocon Incorporated
9. Contract with GeoSoils, Inc.
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RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF VISTA, CALIFORNIA, APPROVING A CONTRACT WITH FENAGH, INC. FOR
AS-NEEDED PROFESSIONAL GEOTECHNICAL ENGINEERING, MATERIAL
TESTING, AND CONSTRUCTION INSPECTION SERVICES
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. The City desires to enter into a contract with Fenagh, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services.
B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued September 22, 2025.
C. Eleven statements of qualifications were submitted in response to the RFQ and we evaluated based upon the predetermined evaluation criteria defined in the RFQ.
D. Staff recommends the selection of Fenagh, Inc. as one of three consultants to provide as-needed professional geotechnical engineering, material testing, and construction inspection services pursuant to the contract on file with the City Clerk (“Contract”).
2. Action.
A. The contract between the City of Vista and Fenagh, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services is approved, and the Mayor is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on December 9, 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
APPROVED
Walter C. Chung
20251124163242
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
12/09/2025
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EXHIBIT 1
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RESOLUTION NO. 2025-
A RESOLUTION OF THE BOARD OF DIRECTORS OF THE
BUENA SANITATION DISTRICT, APPROVING A CONTRACT WITH FENAGH, INC. FOR AS-NEEDED PROFESSIONAL GEOTECHNICAL ENGINEERING,
MATERIAL TESTING, AND CONSTRUCTION INSPECTION SERVICES
The Board of Directors of the Buena Sanitation District does resolve as follows:
1. Findings. The Board of Directors hereby finds and declares the following:
A. The District desires to enter into a contract with Fenagh, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services.
B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued September 22, 2025.
C. Eleven statements of qualifications were submitted in response to the RFQ and we evaluated based upon the predetermined evaluation criteria defined in the RFQ.
D. Staff recommends the selection of Fenagh, Inc. as one of three consultants to provide as-needed professional geotechnical engineering, material testing, and construction inspection services pursuant to the contract on file with the Clerk of the Board (“Contract”).
2. Action.
A. The contract between the Buena Sanitation District and Fenagh, Inc. for as- needed professional geotechnical engineering, material testing, and construction inspection services is approved, and the Chairperson is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the Board of Directors of the Buena Sanitation District held on December 9, 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, DISTRICT COUNSEL
By:
APPROVED
Walter C. Chung
20251124163416
JOHN B. FRANKLIN, CHAIRPERSON
ATTEST:
KATHY VALDEZ, CLERK OF THE BOARD
By:
12/09/2025
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EXHIBIT 2
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RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF
VISTA, CALIFORNIA, APPROVING A CONTRACT WITH GEOCON
INCORPORATED FOR AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIAL TESTING, AND CONSTRUCTION INSPECTION
SERVICES
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. The City desires to enter into a contract with Geocon Incorporated for as-needed professional geotechnical engineering, material testing, and construction inspection services.
B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued September 22, 2025.
C. Eleven statements of qualifications were submitted in response to the RFQ and we evaluated based upon the predetermined evaluation criteria defined in the RFQ.
D. Staff recommends the selection of Geocon Incorporated as one of three consultants to provide as-needed professional geotechnical engineering, material testing, and construction inspection services pursuant to the contract on file with the City Clerk (“Contract”).
2. Action.
A. The contract between the City of Vista and Geocon Incorporated for as-needed professional geotechnical engineering, material testing, and construction inspection services is approved, and the Mayor is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on December 9, 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
APPROVED
Walter C. Chung
20251124163534
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
12/09/2025
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RESOLUTION NO. 2025-
A RESOLUTION OF THE BOARD OF DIRECTORS OF THE
BUENA SANITATION DISTRICT, APPROVING A CONTRACT WITH GEOCON
INCORPORATED FOR AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIAL TESTING, AND CONSTRUCTION INSPECTION
SERVICES
The Board of Directors of the Buena Sanitation District does resolve as follows:
1. Findings. The Board of Directors hereby finds and declares the following:
A. The District desires to enter into a contract with Geocon Incorporated for as- needed professional geotechnical engineering, material testing, and construction inspection services.
B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued September 22, 2025.
C. Eleven statements of qualifications were submitted in response to the RFQ and we evaluated based upon the predetermined evaluation criteria defined in the RFQ.
D. Staff recommends the selection of Geocon Incorporated as one of three consultants to provide as-needed professional geotechnical engineering, material testing, and construction inspection services pursuant to the contract on file with the Clerk of the Board (“Contract”).
2. Action.
A. The contract between the Buena Sanitation District and Geocon Incorporated for as-needed professional geotechnical engineering, material testing, and construction inspection services is approved, and the Chairperson is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the Board of Directors of the Buena Sanitation District held on December 9, 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, DISTRICT COUNSEL
By:
APPROVED
Walter C. Chung
20251124163727
JOHN B. FRANKLIN, CHAIRPERSON
ATTEST:
KATHY VALDEZ, CLERK OF THE BOARD
By:
12/09/2025
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RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF VISTA, CALIFORNIA, APPROVING A CONTRACT WITH GEOSOILS, INC.
FOR AS-NEEDED PROFESSIONAL GEOTECHNICAL ENGINEERING,
MATERIAL TESTING, AND CONSTRUCTION INSPECTION SERVICES
The City Council of the City of Vista does resolve as follows:
1. Findings. The City Council hereby finds and declares the following:
A. The City desires to enter into a contract with GeoSoils, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services.
B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued September 22, 2025.
C. Eleven statements of qualifications were submitted in response to the RFQ and we evaluated based upon the predetermined evaluation criteria defined in the RFQ.
D. Staff recommends the selection of GeoSoils, Inc. as one of three consultants to provide as-needed professional geotechnical engineering, material testing, and construction inspection services pursuant to the contract on file with the City Clerk (“Contract”).
2. Action.
A. The contract between the City of Vista and GeoSoils, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services is approved, and the Mayor is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the City Council of the City of Vista held on December 9, 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
APPROVED
Walter C. Chung
20251124163936
JOHN B. FRANKLIN, MAYOR
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
12/09/2025
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EXHIBIT 5
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RESOLUTION NO. 2025-
A RESOLUTION OF THE BOARD OF DIRECTORS OF THE
BUENA SANITATION DISTRICT, APPROVING A CONTRACT WITH
GEOSOILS, INC. FOR AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIAL TESTING, AND CONSTRUCTION INSPECTION
SERVICES
The Board of Directors of the Buena Sanitation District does resolve as follows:
1. Findings. The Board of Directors hereby finds and declares the following:
A. The District desires to enter into a contract with GeoSoils, Inc. for as-needed professional geotechnical engineering, material testing, and construction inspection services.
B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued September 22, 2025.
C. Eleven statements of qualifications were submitted in response to the RFQ and we evaluated based upon the predetermined evaluation criteria defined in the RFQ.
D. Staff recommends the selection of GeoSoils, Inc. as one of three consultants to provide as-needed professional geotechnical engineering, material testing, and construction inspection services pursuant to the contract on file with the Clerk of the Board (“Contract”).
2. Action.
A. The contract between the Buena Sanitation District and GeoSoils, Inc. for as- needed professional geotechnical engineering, material testing, and construction inspection services is approved, and the Chairperson is authorized to execute the contract.
3. Adoption. PASSED AND ADOPTED at a meeting of the Board of Directors of the Buena Sanitation District held on December 9, 2025, by the following vote:
AYES:
NOES:
ABSTAIN:
APPROVED AS TO FORM:
WALTER CHUNG, DISTRICT COUNSEL
By:
APPROVED
Walter C. Chung
20251124164118
JOHN B. FRANKLIN, CHAIRPERSON
ATTEST:
KATHY VALDEZ, CLERK OF THE BOARD
By:
12/09/2025
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EXHIBIT 6
00034875 3
1 of 11
FENAGH, INC.
Professional Services – RFP – Prevailing Wages
CONTRACT FOR AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIALS TESTING, AND CONSTRUCTION INSPECTION
SERVICES
THIS “CONTRACT” is entered into by and between the “Parties” as of ___________________ (“Contract Date”).
1.0 THE “PARTIES”
The “City”:
CITY OF VISTA, a chartered municipal
corporation
AND
BUENA SANITATION DISTRICT, a County
Sanitation District
200 Civic Center Drive
Vista, CA 92084
Working Contact: Jason Rivera
Billing Contact: Erin Adams
The “Contractor”
Fenagh, Inc., a California corporation
2110 Rheem Dr., Ste. C
Pleasanton, CA 94588
Contact: Thomas Higginbotham
2.0 BASIC TERMS
2.1 The “Services” to be performed by Contractor are set forth in (“Exhibit A”).
2.2 The “Required License” for the Services is: California Geotechnical Engineer.
2.3 Contractor, an entity holding the Required License, desires to enter into this “Contract” with City for the Services.
2.4 The “Project” for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated October 27, 2025 (“Exhibit B”).
2.6 The “Contract Ceiling Price” is: $800,000.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for 36 calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional 24 months, in increments of City’s choice, for a maximum Term of 60 from the Contract Date. 12/09/2025
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EXHIBIT 7
00034875 3 2 of 11 FENAGH, INC.
Professional Services – RFP – Prevailing Wages
3.3 City may terminate this Contract upon 30-days’ written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed. For contract option years, City may approve, upon Contractor’s request, an increase in the pricing in Exhibit B in the amount of the increase in the Consumer Price Index, San Diego Area for all Urban Customers (CIP-U) as published by the Bureau of Labor Statistics during the preceding year, or 3.0% whichever is less.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and 12/09/2025
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Professional Services – RFP – Prevailing Wages
Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.
5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
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Professional Services – RFP – Prevailing Wages
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to “Standard Specifications”, it shall mean:
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.
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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 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.
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Professional Services – RFP – Prevailing Wages
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 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.
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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.
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 12/09/2025
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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.
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 12/09/2025
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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.
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 12/09/2025
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required. A certified copy of all payroll records relative to this project shall be submitted to the City along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.
No Contractor or sub-Contractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No Contractor or sub-Contractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All Contractors and sub-Contractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that any prevailing wage work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
29.0 COUNTERPARTS; ELECTRONIC SIGNATURES; ELECTRONIC DELIVERY This Agreement may be executed in separate counterparts, none of which need contain the signatures of both Parties, and each of which, when so executed, shall be deemed an original and all together shall constitute and be one of the same instrument. The Parties agree that this Agreement, whether executed by electronic signature, digital signature, or constituting a scanned or electronically reproduced copy or image of this Agreement bearing the signatures of the Parties, will be deemed an original and will represent competent evidence of the execution, terms and existence of this Agreement notwithstanding the failure or inability to produce an original executed Agreement or counterpart thereof, and without the requirement that the unavailability of such original executed Agreement or counterpart thereof first be proven.
Further, the exchange of this entire executed Agreement (and/or such exhibit(s) or document(s)) that is in photostatic or portable document format (.pdf) form by electronic mail or by another electronic means shall be considered original(s) and shall constitute effective execution and delivery of the original(s).
30.0 MODIFICATIONS
This Contract contains the entire agreement, between the Parties and supersedes all prior negotiations, discussions, obligations, and rights of the Parties in respect of each other regarding the subject matter of this Contract. There is no other written or oral understanding between the Parties. No modification, amendment or alteration of this Contract shall be valid unless it is in writing and signed by all Parties.
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31.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.
“City”
CITY OF VISTA, a chartered municipal
corporation
By:
JOHN B. FRANKLIN, MAYOR /
CHAIRPERSON
ATTEST:
KATHY VALDEZ, CITY CLERK / CLERK OF THE
BOARD
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY / DISTRICT
COUNSEL
By:
RISK MANAGEMENT REVIEW:
ANALISA HOLBROOK, RISK MANAGER
By:
APPROVED
Amanda L. Guy
20251110130018
“Contractor”
FENAGH, INC., a California corporation
By:
Name/Title
By:
Name/Title
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00034875 3 Exhibit A
EXHIBIT A
REQUEST FOR PROPOSALS
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CITY OF VISTA & BUENA SANITATION DISTRICT
REQUEST FOR QUALIFICATIONS (RFQ),
FOR
AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIAL TESTING, AND
CONSTRUCTION INSPECION SERVICES
Addendum No. 1
October 15, 2025
All Contractual Requirements as defined within the Contract Documents shall remain in full force to the extent that they are not modified or in conflict with the attached addendum.
A. QUESTIONS AND ANSWERS
Q1 (OpenGov-Question 11)
Mariel Attento Rhorer Oct 7 2025 at 10:19 AM
Twining, Inc.
Is it possible to include language pertaining to California Civil Code 2782.8, as is the design professional industry standard? Such as the following: Notwithstanding anything to the contrary set forth in this Article, if Contractor is a “design professional” (as defined in California Civil Code Section 2782.8(c)), and to the extent that it is performing any of the Services in its capacity as a design professional, Contractor’s indemnification and defense obligations under this Article with respect to such Services will be limited in accordance with, but required to the maximum extent permitted under, California Civil Code Section 2782.8.
A1 (OpenGov-question 11)
Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement. (Paragraph 22) Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q2 (OpenGov-question 4)
Kim Goodrich Oct 3 2025 at 12:56 PM
Geocon Consultants, Inc.
Please confirm whether the City considers “Subconsultant” and “Subcontractor” interchangeable. Subcontractors are typically retained on an as-needed basis, with no 12/09/2025
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guarantee of use. Will the City allow subcontractor fee schedules to be provided at the time of individual Task Orders rather than with the initial SOQ? A2 (OpenGov-question 4)
Yes, for purposes of this RFQ, the term “subcontractor” and “subconsultant” is used interchangeably.
In accordance with Par 13 of RFQ, Establishment of Fees, subcontractor fee schedules may be provided at the time individual task orders are negotiated.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q3 (OpenGov-Question 7)
Christine Horn Oct 6 2025 at 11:17 AM
Geocon Incorporated
Indemnity [Section 24.0]: The indemnity clause in the Sample Agreement does not appear to comply with California Civil Code §2782.8, as it is not negligence-based and does not provide for proportionate allocation of defense costs. Can the City please clarify whether the indemnity language in the final agreement can be revised to conform with the requirements of §2782.8?
A3 (OpenGov-Question 7)
Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement. Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q4 (OpenGov-Question 8)
Christine Horn Oct 6 2025 at 11:19 AM
Geocon Incorporated
Insurance [Exhibit C]: The insurance section of the Sample Agreement states that if the Consultant maintains limits higher than the minimum required by the contract, the City will be entitled to the Consultant’s full limits of insurance. This language is problematic because it unfairly requires the Consultant to make all available insurance proceeds, including those above the required limits, accessible to the City for a single contract.
This effectively puts the Consultant’s full policy limits at risk, regardless of a project’s scope or value. Insurance policies are typically intended to cover multiple projects or clients, and exposing the full limits to one party undermines the purpose of having defined coverage minimums. It also exceeds what most insurers are willing to endorse, 12/09/2025
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potentially leaving the Consultant without adequate coverage for other work and creating serious insurability and cost issues. This seems inconsistent with the intent of setting minimum insurance requirements. Can the City please clarify whether this provision can be revised so that only the stated minimum limits apply to the Consultant’s obligations under the Agreement?
A4 (OpenGov-Question 8)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q5 (OpenGov-Question 9)
Christine Horn Oct 6 2025 at 11:20 AM
Geocon Incorporated
Insurance [Exhibit C]: Currently, the insurance requirements state that all coverages must be carried on a primary and non-contributory basis. However, only Commercial General Liability and Automobile Liability can be carried on this basis. Can the Agreement be revised to specify this distinction?
A5 (OpenGov-Question 9)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q6 (OpenGov-Question 10)
Christine Horn Oct 6 2025 at 11:21 AM
Geocon Incorporated
Insurance [Exhibit C]: The insurance requirements currently state that all subcontractors must meet the same insurance requirements as the Consultant.
However, some subcontractors may not be professionals and therefore would not carry Professional Liability coverage, as it is not applicable to their trade. Can this requirement be revised to apply only to the extent relevant to the subcontractors’ scope of work and trade?
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A6 (OpenGov-Question 10)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Prospective Bidders shall acknowledge their receipt of this Addendum No. 1 and its incorporation into the bid submitted by executing this document in the designated space below and submitting this document with their bid:
I hereby acknowledge that I have received Addendum No. 1 and its provisions have been incorporated into the attached bid proposal.
_______________________________________________________________________ By
____________________________________ ________________________ Company Date
SEE REVISED EXHIBIT A
SAMPLE CITY OF VISTA AND BSD PROFESSIONAL SERVICES AGREEMENT (below)
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CONTRACT FOR PROFESSIONAL SERVICES
TYPE OF SERVICES
THIS “CONTRACT” is entered into by and between the “Parties” as of ___________________ (“Contract Date”).
1.0 THE “PARTIES”
The “City”:
CITY OF VISTA, a chartered municipal
corporation
200 Civic Center Drive
Vista, CA 92084
Working Contact: WorkingName
Billing Contact: BillingName
The “Contractor”
Namex, statusx
Address1
Address2
Contact: ContactName
2.0 BASIC TERMS
2.1 The “ Services” to be performed by Contractor are set forth in (“Exhibit A”).
2.2 The “ Required License” for the Services is: type.
2.3 Contractor, an entity holding the Required License, desires to enter into this “Contract” with City for the Services.
2.4 The “ Project” for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated proposaldate (“Exhibit B”).
2.6 The “ Contract Ceiling Price” is: pricex.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for xx calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional yy months, in increments of City’s choice, for a maximum Term of zz from the Contract Date.
3.3 City may terminate this Contract upon 30-days’ written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to 12/09/2025
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the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.
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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to “ Standard Specifications”, it shall mean:
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Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee (“Greenbook”) and the City of Vista Special Provisions to the Greenbook.
10.2 Except as otherwise provided, whenever reference is made to “ Standard Plans”, it shall mean:
San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.
11.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:
City: The City of Vista.
Board: The City Council of the City of Vista.
Drawings or Plans: All drawings, plans, maps, profiles, and diagrams delineating the work on the Services.
12.0 CONTRACTOR’S STATUS; CONTRACTOR’S EMPLOYEES
12.1 Contractor shall perform the services provided for herein in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling. Contractor is not to be considered an employee of City, nor shall any employees of Contractor be considered employees of City, for any purpose. Contractor shall be under the direction and control of City staff only as to the results to be accomplished. This Contract is not intended to create the relationship of partnership, joint venture, or association between City and Contractor.
12.2 Contractor represents and warrants that all design professional services shall be provided by a person or persons duly licensed by the State of California to provide the type of services described in Exhibit A.
12.3 Neither Contractor, nor any of Contractor's officers, employees, or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
12.4 Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility for employment of all of Contractor’s officers, employees, agents, and subcontractors that are included in this Contract.
12.5 The payment made to Contractor pursuant to this Contract shall be the full and complete compensation to which Contractor and Contractor’s officers, employees, agents, and 12/09/2025
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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 12/09/2025
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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 12/09/2025
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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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EXHIBIT A
REQUEST FOR PROPOSALS
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EXHIBIT B
CONTRACTOR’S PROPOSAL
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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 12/09/2025
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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 12/09/2025
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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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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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END OF ADDENDUM NO. 1
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REQUEST FOR QUALIFICATIONS (RFQ)
FOR
AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIALS TESTING, AND
CONSTRUCTION INSPECTION SERVICES
Engineering Department and Buena Sanitation District
Submittal Deadline: Monday, October 27, 2025, at 8:00 A.M. 12/09/2025
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CITY OF VISTA & BUENA SANITATION DISTRICT REQUEST FOR
QUALIFICATIONS
AS-NEEDED PROFESSIONAL GEOTECHNICAL ENGINEERING, MATERIALS TESTING,
AND CONSTRUCTION INSPECTION SERVICES
1. INTRODUCTION
The City of Vista (City) & Buena Sanitation District (BSD) are soliciting statements of qualifications (SOQ) from qualified professionals (Consultant) to provide geotechnical engineering, materials testing, and construction inspection services for sewer projects (for City Sewer Dept and BSD) and some capital improvement projects (for City Engineering Dept) under a non-exclusive agreement on an as-needed basis. From the SOQs received, up to two (2) consulting firms will be selected to provide the requested services.
The initial term or period of the contract shall be three years (36-months) from the date of award with the possibility of two (2) optional successive one-year (12-month) renewal periods under the terms and conditions of the original contract except as stated below.
In the event the City & BSD elects to extend the Agreement, Contractor may request an increase in the price by an amount equal to the Consumer Price Index (CPI) for the previous year. The amount of the increase shall be determined by comparing the increase in the CPI published at least one hundred twenty (120) days before the termination date of the Agreement to the comparable CPI published for the preceding year. CPI shall mean the Consumer Price Index [All Urban Consumers] for the San Diego, California CMSA (base year 1982-1984=100), published by the United States Department of Labor’s Bureau of Labor Statistics.
Price increases can only occur at the time of renewal when requested by the Contractor. Written notice of the City’s intension to renew shall be given approximately 90 calendar days prior to the expiration date of each contract period.
This contract between City and Consultant for as-needed services will have a ceiling amount of $800,000 for the three-year term. An additional contract amount not to exceed $50,000 may be approved at any time by the City Manager, including during the two (2) optional successive one- year (12-month) renewal periods.
2. RESPONSE DUE DATE AND SUBMITTAL PROCESS
SOQs for this solicitation must be submitted electronically through the City’s Electronic Bidding System (OpenGov Procurement). Hardcopy SOQs will not be accepted. Consultants must create a personal free account with OpenGov Procurement at: Sign Up . Registered consultants may obtain RFQ materials and view submission procedures for this solicitation on the City’s OpenGov Procurement portal at: City of Vista Procurement Portal Consultants must also download this solicitation
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to appear on the Bidder’s List as a “Prospective Bidder.” Consultants that fail to download this solicitation will not appear on the Bidders’ List and will not receive addenda or be able to submit a SOQ. All SOQs for this solicitation must be submitted online through OpenGov Procurement by Monday, October 27 at 8:00 A.M.
OpenGov Procurement’s clock will determine the official time for the advertised SOQ due date and such determination will be final. Any SOQs not received in a timely manner by the SOQ due date and time, as described above, will not be considered.
All project related questions and requests for clarifications, changes, exceptions, and deviations to the terms and conditions set forth in this solicitation shall be submitted via “Q&A” through the City’s Electronic Bidding System, OpenGov Procurement.
All questions must be submitted by the Question Submission Deadline listed in OpenGov Procurement. The City reserves the right to extend the date for question submission and by which SOQs are due.
If a Consultant is unable to register or download the RFQ from OpenGov Procurement, a Consultant representative may contact OpenGov Procurement to troubleshoot the problem.
All SOQ documents and supplementary documents must be uploaded using OpenGov Procurement prior to event date and time as instructed in this solicitation. Once file(s) have been uploaded and the Submission Status shows as “Submitted” the submission is complete. At that point respondents will receive an email confirmation from OpenGov Procurement.
3. SOQ REQUIREMENTS
The SOQ shall be limited to fifteen (15) 8.5” x 11” pages, excluding cover letter, resumes, and appendix material. A cover letter shall summarize key elements and guarantee that key personnel will be committed to perform the required tasks throughout the duration of the contract. The cover letter shall be limited to two (2) pages and shall include a contact name, email, phone number and full address for the consultant. The cover letter shall include a statement that the consultant can meet the City’s insurance requirements and is prepared to execute the Professional Services Agreement as written. A rate schedule (as described in the following section), shall be provided in a separate electronic file uploaded to OpenGov Procurement.
Faxed and email copies will not be accepted.
SOQs shall include a discussion of the Consultant's overall approach to the on-call contract, a summary of key personnel and qualifications, an organization chart, a rate schedule, and documentation of the firm’s and any sub-consultant’s qualifications. The SOQ should be concise, well organized, and demonstrate the responders' qualifications and experience applicable to the contract. Responders will be evaluated based on the information submitted in accordance with the criteria for selection provided herein.
SOQs submitted in response to this RFQ shall include:
3.1 Cover Letter - A cover letter shall summarize key elements and guarantee that key personnel will be committed to perform the required tasks throughout the duration of the contract. In cases where a team member voluntarily leaves a firm, the Consultant shall provide the City a proposal for substitute team member subject to the approval for the City.
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3.1.2 The cover letter shall include a statement that the Consultant can meet the City’s insurance requirements and is prepared to execute the Standard Consulting Agreement as written, and will not make any changes to the project team without authorization of the City.
3.2 Company Information
3.2.1 Identification of Responder;
3.2.2 Legal name and address of the company (partnership, corporation, joint venture, etc.);
3.2.3 Identification of the parent company (if applicable);
3.2.4 Addresses of offices located in San Diego County;
3.2.5 Number of employees in San Diego County;
3.2.6 Name, title, address and telephone number of person to contact concerning the SOQ;
3.2.7 California Department of Industrial Relations (DIR) Number. If company does not have a DIR Number, state justification;
3.2.8 Secretary of State Entity Number;
3.2.9 Contractor’s License applicable to the proposed Scope of Services consisting of a California Registered Professional Civil Engineer and California Registered Professional Certified Engineering Geologist.
3.3 Proposed Task Order Approach – Discuss one generalized approach to time- budget management, documentation, requirements from the City, consideration for consultant’s workload at the time of the task order issuance, and quality assurance and quality control (QA/QC) program.
3.4 Project Team and Organization Chart
3.4.1 Describe project organization, including identification and responsibilities of key personnel.
3.4.2 Indicate roles of prime and all sub-consultants.
3.4.3 Provide a discussion of the experience of the Project Manager and other key staff members that would be involved with performing on-call services for the City.
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to the main document.
3.4.5 Describe proposed line-of-communication between the City, prime team members, and sub-consultant
3.5 List of officers authorized to sign on firm’s behalf.
3.6 References – The Consultant shall provide a minimum of three (3) references for similar projects for the prime firm. At a minimum, each reference shall include the client’s name and location, number of projects completed for the client, client contact name and phone number.
3.7 Experience
3.7.1 Provide a brief description of Consultant’s experience in completing similar efforts within the last 5 years.
3.7.2 Provide a detailed discussion of specialized experience in completing the scope of required services.
3.7.3 Projects currently being performed may be submitted for consideration.
3.7.4 Project information should include a brief project description, agency or client name, their telephone number(s), the year of completion, and the contract fee.
3.7.5 Identify team members proposed for this RFQ and their roles on the projects.
3.7.6 Exceptions to RFQ – Consultant shall certify that it takes no exceptions to the RFQ including the Sample Agreement. If the Consultant does take exception(s) to any portion of the RFQ, the specific portion to which exception is taken shall be identified and explained.
3.8 The consultant shall submit as an attachment (not a part of the 15 pages), examples of the firm’s work product. These examples of work products shall consist of:
3.8.1 Geotechnical report including boring plats
3.8.2 Geotechnical inspection/Compaction report
3.8.3 Daily field report
3.8.4 Material testing reports.
3.8.5 Shoring design
3.9 Rate Schedule (separate electronic file uploaded to OpenGov Procurement, excluded from the page count limit):
3.9.1 Rate Schedule- A separate sealed rate schedule for Time and Materials for all personnel and sub-consultants. Service costs are to be provided on a per hourly basis and the proposed rates shall clearly correlate with names and classification of staff likely to be involved with the projects. 12/09/2025
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3.9.2 Billing -The City & BSD requires that all billing for work done by the end of a billing period be submitted to the City & BSD on a monthly basis. Each billing shall be submitted with a status report describing work performed.
Final billing will be approved for payment only after a completed status report has been approved by the City & BSD.
3.9.3 Overtime Pay – List procedures used for applying overtime rate for non- exempt employees. Indicate the normal hours of work and overtime rate for non-exempt employees.
4. SCOPE OF SERVICES
The City & BSD of Vista is seeking qualified professionals with extensive experience in geotechnical engineering, material testing and inspection. The services to be performed by the selected Consultant shall include but not be limited to the following: perform geotechnical and geologic related work for Sewer and Capital Improvement Projects to support City & BSD as follows:
4.1 Perform geotechnical and geologic related work for Capital Improvement Projects including but not limited to:
4.1.1 Geotechnical investigations for street reconstruction, roadway widening, retaining wall design, traffic signal foundation design, trenching design, and other various other improvement projects including appropriate laboratory testing of representative samples of the soils encountered.
Laboratory tests may include in-situ moisture content and density, maximum density and optimum moisture content, sieve analysis, soil classification, expansion index, R-value, direct shear, corrosivity testing, or other testing as requested.
4.1.2 Seismic analysis including slope stability, retaining walls, liquefaction.
4.1.3 Provide recommendations for ground stabilization, remedial grading and earthwork including compaction, excavation and backfill for trenches, trench support, and dewatering.
4.1.4 Asphalt concrete and concrete pavement design.
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Specifications for Public Works Construction (Greenbook), California Building Codes, and Caltrans Standard Specifications. Submit daily field reports to the City & BSD including a final report at project completion.
4.1.6 Provide general QA/QC inspection for conformance with project plans and specifications. Communicate effectively both orally and in writing, inspecting geotechnical aspects of all types of public improvements including street improvements, sewer, storm drain, pump stations, lighting and traffic signals, and other wet/dry utilities.
4.1.7 Perform tests on various construction materials as required by the City & BSD.
4.1.8 Provide geotechnical and geological support to the City & BSD staff by telephone, email, or in person as requested.
4.1.9 For Federally funded projects, provide Caltrans certified technician, including Caltrans certified material testing laboratory and equipment.
Provide subconsultant as part of your team’s qualifications if consultant does not have this capability.
4.2 Perform geotechnical and geologic related work for Sewer Utility Projects including but not limited to:
4.2.1 Geotechnical investigations and subsurface exploration for Sewer Utilities construction (up to 30 feet depth), manholes, pipe alignment, sewer facilities and other improvement projects including appropriate laboratory testing of representative samples of the soils encountered. Laboratory tests may include in-situ moisture content and density, maximum density and optimum moisture content, sieve analysis, soil classification, expansion index, R-value, direct shear, corrosivity testing, or other testing as requested.
4.2.2 Geotechnical investigation for related street reconstruction, sewer access roads/turnarounds, retaining wall design, trenching design and other various other improvement projects including appropriate laboratory testing of representative samples of the soils encountered. Laboratory tests may include in-situ moisture content and density, maximum density and optimum moisture content, sieve analysis, soil classification, expansion index, R-value, direct shear, corrosivity testing, or other testing as requested
4.2.3 Seismic analysis including slope stability, retaining walls, liquefaction.
4.2.4 Provide recommendations for ground stabilization, remedial grading and earthwork including compaction, excavation and backfill for trenches, trench support, and dewatering.
4.2.5 Asphalt concrete and concrete pavement design.
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Specifications for Public Works Construction (Greenbook), California Building Codes, and Caltrans Standard Specifications. Submit daily field reports to the City & BSD including a final report at project completion.
4.2.7 Provide general QA/QC inspection for conformance with project plans and specifications. Communicate effectively both orally and in writing, inspecting geotechnical aspects of all types of public improvements including street improvements, sewer, storm drain, pump stations, lighting and traffic signals, and other wet/dry utilities.
4.2.8 Perform tests on various construction materials as required by the City & BSD.
4.2.9 Provide geotechnical and geological support to the City & BSD staff by telephone, email, or in person as requested.
4.2.10 Other duties as required by the City/District.
4.3 Reporting test results to the City & BSD:
4.3.1 The Consultant shall respond and perform requested sampling and/or testing within 24 hours of notice.
4.3.2 When aggregate is sampled at the material source, the laboratory firm shall submit the results of sand equivalent, cleanness value and sieve analysis within 24 hours. When soils and aggregate are sampled at the job site, results of these tests should be submitted within 72 hours.
4.3.3 Results of compaction and density tests taken at the job site should be submitted within 24 hours.
4.3.4 When soil and asphalt concrete is sampled at the project site, R-value and asphalt extraction should be submitted within 96 hours.
4.3.5 All inspection reports shall be provided to the City & BSD within one (1) business day and shall include results of all tests taken that day (i.e. compaction results, etc.)
5 PERFORMANCE
5.1 Provide services in accordance with specific projects on an as-needed basis.
5.2 Commencement of work under this Agreement shall occur only upon receipt of a Task Order approved by the City & BSD with the generation of a Purchase Order.
5.3 The cost of each Task Order under this Agreement shall be the negotiated cost for a specific project during the term of the Agreement using firm fixed price, or not to exceed price, or hourly rates.
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5.4 Deliverables required are project specific and will be determined in the Task Order.
6 DELIVERABLES
The Consultant shall make project documentation available to City & BSD at any time during the project and shall periodically provide the City & BSD’s Project Manager project documentation to upload into the City’s filing system. At the conclusion of the project, the Consultant shall provide City & BSD with all project documentation.
7 PROJECT PROGRESS
The contract shall begin upon approval by the City Council, and the Consultant shall commence work after notification to proceed by the City & BSD.
The Consultant is advised that any recommendation for contract award is not binding on the City & BSD until the Agreement is fully executed and approved by the City Council
8 CONSULTANT REQUIREMENTS
As required by Article 2 of Chapter l of Part 7 of Division 2 of the California Labor Code, the Consultant and all subconsultants shall pay not less than the prevailing rate of wages to all workmen employed in the execution of this Contract as ascertained and adopted by the State of California, Director of Industrial Relations pursuant to the Labor Code.
The Consultant and all subconsultants shall have a City of Vista Business License prior to award of contract. Business licenses can be obtained at www.vistabl.com. A City of Vista Business License is not required to propose.
The selected Consultant shall provide professional engineering consulting services based on their specialized knowledge, skills, and abilities, at the request of the City & BSD, on an as- needed basis. The selected Consultant shall also be expected to comply with all applicable federal, state, and local regulations, and contract provisions.
Consultant shall carry out the instructions received from the City & BSD and shall cooperate with other involved agencies if required.
The Consultant has total responsibility for the accuracy and completeness of the documents prepared and shall check all such materials accordingly. The documents will be reviewed by the City & BSD for conformity with the requirements of the Agreement. Reviews by the City & BSD do NOT include detailed review or checking for accuracy.
All City Capital Improvement Project Geotechnical Reports and City/BSD Sewer Utility Project Geotechnical Reports prepared by the Consultant shall be signed and stamped by a California Registered Professional Civil Engineer and California Registered Professional Certified Engineering Geologist.
All geotechnical reports, and any other documents furnished under the Agreement shall be of a quality acceptable to the City. The criteria for acceptance shall be a product of neat appearance, well organized, technically and grammatically correct, checked, and dated. The Consultant shall modify its work as necessary to meet the level of acceptability defined by the criteria above.
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All borings shall be in conformance with guidelines provided by the San Diego County Department of Environmental Health, and DigAlert
All work performed in the City right-of-way shall submit a no fee encroachment permit application which includes traffic control plans to be reviewed by City Traffic Engineer.
All work performed in the City easements shall submit a no fee encroachment permit application which includes traffic control plans as needed to be reviewed by City Traffic Engineer and BSD staff. Consultant shall be responsible for notification and coordination of access on and through private properties in which work on city easements may occur.
All reports, plats and exhibits prepared by the Consultant shall be delivered to the City & BSD as a hard and electronic copy.
9 CITY & BSD RESPONSIBILITIES
The following is a list of the City & BSD’s responsibilities during the term of the agreement:
9.1 Provide all available existing plans and records. Consultant is responsible for researching available records at County Surveyor’s office and paying for copies of records.
9.2 Obtain permission from the private property owner, if they refuse, to allow the Consultant to enter.
9.3 Prepare and process payment requests submitted to the City & BSD.
9.4 Distribute public information.
9.5 Prepare and execute agreements with other agencies or entities.
9.6 Pay for permit fees.
9.7 Provide timely responses to requests from the Consultant.
10 COORDINATION
Coordination with the City & BSD, other consultants and other involved agencies may be required to achieve timely delivery of the contract services. Coordination may include, but not be limited to, coordination with Caltrans, County of San Diego, Vista Irrigation District, NCTD and other agencies.
The City & BSD will decide the manner in which the coordination of individual matters is undertaken. At the City & BSD’s option, coordination efforts may be performed by the Consultant’s direct contact, by the Consultant acting though the City & BSD or by the City & BSD only. When coordination efforts require agreement, such agreement shall be coordinated through the City & BSD.
For contract work on property not owned or controlled by the City & BSD, all permits, agreements and permissions will be obtained by the Consultant.
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11 SOQ SCHEDULE
The solicitation receipt and evaluation of SOQs and the selection of the Consultant(s) will conform to the following schedule (Note: Dates are subject to change):
City & BSD Releases RFQ on OpenGov Procurement September 22, 2025 Deadline for Questions October 14, 2025
Addendum Release (if required) October 17, 2025
SOQs Due October 27, 2025 8:00 A.M.
Notice of Consultant Selection (approximate) October 31, 2025 City Council Meeting for Award of Contract (approximate) December 9, 2025
12 EVALUATION CRITERIA
The City & BSD’s consultant evaluation and selection process is based on Qualifications Based Selection (QBS) for the professional services included in this RFQ. An evaluation committee appointed by the City & BSD Engineer will review the SOQs. The criteria for evaluating the SOQs will take the following items into consideration:
11.1 Experience and reputation of the Consultant’s firm and of sub-consultant firms, as evidenced by experience working with proposed sub-consultants as a team and by City & BSD’s verification of SOQ information and references; (20%)
11.2 Experience and credentials of key personnel assigned to the project, as evidenced by their education, background, and experience on similar projects; (15%)
11.3 Consultant’s understanding of project objectives and requirements as evidenced in the written Scope of Work and Work Plan narratives; (15%)
11.4 Consultant’s quality of work as evidenced by example work products and samples; (15%)
11.5 Consultant’s past record of performance on similar projects for other agencies; (15%)
11.6 Consultant’s familiarity with City & BSD requirements, specifications, and procedures, as evidenced by City & BSD’s prior experience with the Consultant; (10%)
11.7 Willingness of Consultant to sign City & BSD’s Standard Professional Services Agreement and provide required insurance; (10%)
All evaluation criteria are subject to change via an addendum to this RFQ.
Rate Schedule (separate electronic file uploaded to OpenGov Procurement – the rate schedule of the top ranked consultants will be opened at the conclusion of the consultant evaluation and selection process. Fees will not be used to determine the ranking of the consultants. The City & BSD may interview a short list of top ranked consultants or proceed directly to negotiating the final rate schedule with the top ranked consultant. The ultimate consultant selection will be based upon both technical merit and value to the City & BSD.
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13 ESTABLISHMENT OF FEES
The Consultant shall be paid based upon hourly rates, unit costs or fixed fee for services rendered as negotiated. For projects with a specific scope of work and duration, a project specific fee proposal will be requested. A Work Plan and a breakdown of labor hours by employee billing classification together with the cost of non-labor and sub-consultant services shall be included with the fee proposals for individual projects. The labor breakdown shall be based on a listing of work tasks that correlates with the Consultant’s defined scope of work for the project proposal.
This information will be used by City & BSD’s staff to evaluate the reasonableness of the fee proposal, and will be used in negotiating the final fee amounts for each task requested by the City & BSD on an as-needed basis.
There will be no compensation to Consultant for hours expended due to Consultant’s errors and omissions.
14 METHOD OF PAYMENT
The Consultant shall submit monthly invoices to the City & BSD. Each invoice shall include a detailed breakdown of the services, the tasks, the hours, the personnel and staff type who worked on the project, and hourly rates.
15 PROFESSIONAL SERVICES AGREEMENT
A sample Professional Services Agreement is enclosed for review, as Attachment “A”. The RFQ and the Consultant’s SOQ will be attached and become part of the Agreement as exhibits.
Any subsequent changes in the RFQ from the date of issuance to the date of submittal will result in an addendum by the issuing office to those parties who have provided the proper notice of interest in responding to the RFQ.
The signer of the SOQ must declare in writing that the only person, persons, company or parties interested in the SOQ as principals are named therein; that the SOQ is made without collusion with any other person, persons, company, or parties submitting a SOQ; that it is in all respects fair and in good faith without collusion or fraud; and, that the signer of the SOQ has full authority to bind the principal proposer.
Please refer to the sample agreement for the necessary amounts of general liability, automotive, worker’s compensation and professional liability insurance. The appropriate endorsements are also shown within the sample contract agreement. The insurance certificate shall include the City & BSD, its officers and employees as insured or additional insured.
The contents of the SOQ of the successful consultants shall become a contractual obligation if a contract ensues. Failure of a consultant to accept this obligation will result in the cancellation of any award. Any damage accrued by the as a result of a failure to contract may be recovered from the Consultant.
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16 ASSIGNED REPRESENTATIVES
The City & BSD will assign a responsible representative to administer the contract, and to assist the Consultant in obtaining information. The Consultant also shall assign a responsible representative (Project Manager) and an alternate, who shall be identified in the SOQ. The Consultant’s representative will remain in responsible charge of the Consultant’s duties from the Notice-to- Proceed through project completion. If the Consultant’s Project Manager should be unable to continue with the project, then the Consultant shall notify the City & BSD’s representative in writing. The City & BSD’s representative shall first approve any substitution of representatives or sub- consultants identified in the SOQ in writing. The City & BSD reserves the right to review and approve/disapprove all key staff and sub-consultant substitution or removal, and may consider such changes not approved to be a breach of contract. This breach of contract will not apply if the Project Manager leaves the Consulting firm.
17 RIGHT TO REJECT SOQS
The City & BSD reserves the right to delay the project or reject any or all SOQs submitted, and no representation is made hereby that any contract will be awarded pursuant to this RFQ or otherwise.
The City & BSD reserves the right to extend the due date, accept or reject any or all SOQs received as a result of this request, negotiate with any qualified consultant or cancel this RFQ in part or in its entirety. The City & BSD may require the selected consultant to participate in negotiations and to submit such technical, rates, or other revisions of their SOQs as may result from negotiations.
All costs incurred in the preparation of the SOQ, the submission of additional information and/or any aspect of a SOQ prior to award of a written contract will be borne by the Respondent. The City & BSD will provide only the staff assistance and documentation specifically referred to herein and will not be responsible for any other cost or obligation of any kind, which may be incurred by the Respondent. All SOQs submitted to the City & BSD become the property of the City & BSD.
18 DISCLOSURE
All SOQs become the property of the City & BSD unless a return is specifically requested as specified in the following section. The City & BSD is a public agency subject to the disclosure requirements of the Public Records Act, California Government Code Section 6250 and following.
These requirements include an exemption for “trade secrets”. If any proprietary information is contained in or attached to the written SOQ, it must be clearly identified. In order to protect trade secrets from disclosure, pursuant to a public Records Acts request, you must agree in writing to defend and indemnify the City & BSD if litigation results.
19 LATE, MODIFIED, OR WITHDRAWN SOQ
All SOQ documents and supplementary documents must be uploaded using OpenGov Procurement as described in this solicitation. Once file(s) have been uploaded and the Submission Status shows as “Submitted” the submission is complete. SOQs received via mail, e- mail, and fax will not accepted.
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Any modification of a SOQ, except a modification resulting from the City & BSD's request for "best and final" offer, is subject to the same conditions as the initial submission.
SOQs may be withdrawn by written notice received at any time prior to Notice of Intent to Award.
Thereafter, all SOQs constitute firm offers, subject to negotiation and execution of definitive documents that will remain open and cannot be revoked, withdrawn, or modified for a period of six (6) months thereafter. SOQs may be withdrawn in person by the consultant or an authorized representative, provided the authorized representative's identity is made known and the representative signs a receipt for the SOQs prior the posting of Notice of Intent to Award of contract award.
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EXHIBIT “A”
Sample City of Vista and
Buena Sanitation District
Professional Services Agreement
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JOB ORDER CONTRACT FOR PROFESSIONAL SERVICES
TYPE OF SERVICES
THIS “CONTRACT” is entered into by and between the “Parties” as of (“Contract Date”).
1.0 THE “PARTIES”
The “City”:
CITY OF VISTA, a chartered municipal
corporation
200 Civic Center Drive
Vista, CA 92084
Working Contact: WorkingName
Billing Contact: BillingName
The “Contractor”
Namex, statusx
Address1
Address2
Contact: ContactName
2.0 BASIC TERMS
2.1 City is authorized under Chapter 3.08 the Vista Municipal Code to enter into a job order contract with Contractor.
2.2 The “Required License” for the services is licensetype .
2.3 Contractor, a contractor holding the Required License, desires to enter into this “Contract” with the City for the Work (“Contract”).
2.4 The “Services” to be performed by Contractor are set forth in the City’s Request for Proposals (“Exhibit A”).
2.5 Contractor has submitted to City a Proposal to perform the Services dated proposaldate (“Exhibit B”).
2.6 The “Contract Ceiling Price” is $pricex [per year].
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for xx calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional yy months, in increments of City’s choice, for a maximum Term of zz from the Contract Date.
3.3 City may terminate this Contract upon 10-days’ written notice to Contractor.
Contractor may terminate this Contract upon 90-days’ written notice to City. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. 12/09/2025
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City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 EXECUTION OF ADDITIONAL DOCUMENTS
As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the following checked document packages:
1. Contractor’s Forms
2. Labor Law Compliance Form, Exhibit D (This Contract requires the payment of prevailing wages.)
5.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time upon the issuance of a Work Order for the fulfillment of each specific task to be performed under the Contract (“Project”), in strict accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to the City.
In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
6.0 COMPENSATION
6.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
6.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
6.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
6.3.1 The changes, additions, and deductions to be made.
6.3.2 The increase or decrease in compensation due the Contractor, if any.
6.3.3 Adjustment in the time of completion, if any.
6.4 Contract Ceiling Price
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6.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.
6.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
7.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).
8.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
9.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records, reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
10.0 STANDARD OF PERFORMANCE
10.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
10.2 Contractor shall keep itself informed of and comply with all applicable federal, state and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations 12/09/2025
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necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
11.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
11.1 Except as otherwise provided, whenever reference is made to “Standard Specifications”, it shall mean:
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.
11.2 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.
12.0 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.
13.0 CONTRACTOR’S STATUS; CONTRACTOR’S EMPLOYEES
13.1 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.
13.2 Contractor represents and warrants that all design professional services, if required under this Contract, 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.
13.3 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 12/09/2025
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City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
13.4 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.
13.5 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 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.
13.6 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.
14.0 CIVIL RIGHTS
14.1 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.
14.2 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.
14.3 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.
14.4 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.
14.5 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. 12/09/2025
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14.6 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.
14.7 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 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.
15.0 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.
16.0 ASSIGNMENT AND SUBCONSULTING
16.1 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.
16.2 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. 12/09/2025
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17.0 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.
18.0 SAFETY
In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the Services, and the Contractor shall fully comply with all OSHA, State and Federal laws, rules, regulations, and orders relating to safety of the public and workers.
It is the Contractor's responsibility to acquaint itself with and abide by these regulations during all phases of construction. The City will not be responsible for ensuring the Contractor's compliance with these regulations. The Contractor’s duty of indemnification shall apply to any Liability caused by its failure to abide by these regulations.
The Contractor shall include any and all costs associated with compliance with these safety requirements in the appropriate bid items of Services to be performed.
19.0 FINANCIAL RECORDS
19.1 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.
19.2 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.
20.0 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 12/09/2025
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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.
21.0 CONFIDENTIALITY
21.1 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.
21.2 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.
21.3 Contractor’s obligations under this paragraph shall survive the termination of this Contract.
22.0 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.
23.0 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. 12/09/2025
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24.0 INDEMNIFICATION
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”).
25.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.
26.0 SERVICE OF NOTICE
26.1 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.
26.2 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.
27.0 PUBLIC WORKS CONTRACTS: ASSIGNMENT TO AWARDING BODY In accordance with Section 4551 of the Government Code, the Contractor and subcontractors shall conform to the following requirements. In entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.
Sec. 15) or arising from purchases of goods, services or materials pursuant to the public works contract of the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the Parties.
28.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.
29.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.
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30.0 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.
31.0 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).
32.0 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.
[Continued on page 11.]
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33.0 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:
“Contractor”
NAMEX, statusx
By:
JOHN B. FRANKLIN, MAYOR
Name/Title
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
Name/Title
RISK MANAGEMENT REVIEW:
DOLORES GASCON, RISK MANAGER
By:
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Exhibit A 00069720 2
EXHIBIT A
REQUEST FOR PROPOSALS
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Exhibit B 00069720 2
EXHIBIT B
CONTRACTOR’S PROPOSAL
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Exhibit C, Page 1 of 3 00069720 2
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 12/09/2025
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Exhibit C, Page 2 of 3 00069720 2
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 12/09/2025
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Exhibit C, Page 3 of 3 00069720 2
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. 12/09/2025
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Exhibit D 00069720 2
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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Exhibit E 00069720 2
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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00034875 3 Exhibit B
EXHIBIT B
CONTRACTOR’S PROPOSAL
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
Page | 1
RESPONSE TO REQUEST FOR
QUALIFICATIONS (RFQ):
AS-NEEDED PROFESSIONAL
GEOTECHNICAL ENGINEERING,
MATERIALS TESTING, AND
CONSTRUCTION INSPECTION SERVICES
9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
SUBMITTED BY:
FENAGH, INC. (FENAGH ENGINEERING AND TESTING)
9474 CHESAPEAKE DRIVE, SUITE 906
SAN DIEGO, CA 92123
PHONE: (619) 517-2779
CONTACT: THOMAS “HIGGY” HIGGINBOTHAM
E-MAIL: [email protected]
SUBMITTED TO:
THE CITY OF VISTA AND BUENA SANITATION
DISTRICT
ATTN: ERIN ADAMS, ADMINISTRATIVE
PROGRAMS MANAGER
200 CIVIC CENTER DRIVE
VISTA, CA 92084
SUBMITTED ELECTRONICALLY VIA OPENGOV
PROCUREMENT PORTAL
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
CITY OF VISTA & BUENA SANITATION DISTRICT
REQUEST FOR QUALIFICATIONS (RFQ),
FOR
AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIAL TESTING, AND
CONSTRUCTION INSPECION SERVICES
Addendum No. 1
October 15, 2025
All Contractual Requirements as defined within the Contract Documents shall remain in full force to the extent that they are not modified or in conflict with the attached addendum.
A. QUESTIONS AND ANSWERS
Q1 (OpenGov-Question 11)
Mariel Attento Rhorer Oct 7 2025 at 10:19 AM
Twining, Inc.
Is it possible to include language pertaining to California Civil Code 2782.8, as is the design professional industry standard? Such as the following: Notwithstanding anything to the contrary set forth in this Article, if Contractor is a “design professional” (as defined in California Civil Code Section 2782.8(c)), and to the extent that it is performing any of the Services in its capacity as a design professional, Contractor’s indemnification and defense obligations under this Article with respect to such Services will be limited in accordance with, but required to the maximum extent permitted under, California Civil Code Section 2782.8.
A1 (OpenGov-question 11)
Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement. (Paragraph 22) Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q2 (OpenGov-question 4)
Kim Goodrich Oct 3 2025 at 12:56 PM
Geocon Consultants, Inc.
Please confirm whether the City considers “Subconsultant” and “Subcontractor” interchangeable. Subcontractors are typically retained on an as-needed basis, with no
ACKNOWLEDGMENT OF
ADDENDUM NO. 1
ACKNOWLEDGMENT OF
ADDENDUM NO. 1
City of Vista
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guarantee of use. Will the City allow subcontractor fee schedules to be provided at the time of individual Task Orders rather than with the initial SOQ? A2 (OpenGov-question 4)
Yes, for purposes of this RFQ, the term “subcontractor” and “subconsultant” is used interchangeably.
In accordance with Par 13 of RFQ, Establishment of Fees, subcontractor fee schedules may be provided at the time individual task orders are negotiated.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q3 (OpenGov-Question 7)
Christine Horn Oct 6 2025 at 11:17 AM
Geocon Incorporated
Indemnity [Section 24.0]: The indemnity clause in the Sample Agreement does not appear to comply with California Civil Code §2782.8, as it is not negligence-based and does not provide for proportionate allocation of defense costs. Can the City please clarify whether the indemnity language in the final agreement can be revised to conform with the requirements of §2782.8?
A3 (OpenGov-Question 7)
Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement. Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q4 (OpenGov-Question 8)
Christine Horn Oct 6 2025 at 11:19 AM
Geocon Incorporated
Insurance [Exhibit C]: The insurance section of the Sample Agreement states that if the Consultant maintains limits higher than the minimum required by the contract, the City will be entitled to the Consultant’s full limits of insurance. This language is problematic because it unfairly requires the Consultant to make all available insurance proceeds, including those above the required limits, accessible to the City for a single contract.
This effectively puts the Consultant’s full policy limits at risk, regardless of a project’s scope or value. Insurance policies are typically intended to cover multiple projects or clients, and exposing the full limits to one party undermines the purpose of having defined coverage minimums. It also exceeds what most insurers are willing to endorse,
ACKNOWLEDGMENT OF
ADDENDUM NO. 1
City of Vista
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
potentially leaving the Consultant without adequate coverage for other work and creating serious insurability and cost issues. This seems inconsistent with the intent of setting minimum insurance requirements. Can the City please clarify whether this provision can be revised so that only the stated minimum limits apply to the Consultant’s obligations under the Agreement?
A4 (OpenGov-Question 8)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q5 (OpenGov-Question 9)
Christine Horn Oct 6 2025 at 11:20 AM
Geocon Incorporated
Insurance [Exhibit C]: Currently, the insurance requirements state that all coverages must be carried on a primary and non-contributory basis. However, only Commercial General Liability and Automobile Liability can be carried on this basis. Can the Agreement be revised to specify this distinction?
A5 (OpenGov-Question 9)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q6 (OpenGov-Question 10)
Christine Horn Oct 6 2025 at 11:21 AM
Geocon Incorporated
Insurance [Exhibit C]: The insurance requirements currently state that all subcontractors must meet the same insurance requirements as the Consultant.
However, some subcontractors may not be professionals and therefore would not carry Professional Liability coverage, as it is not applicable to their trade. Can this requirement be revised to apply only to the extent relevant to the subcontractors’ scope of work and trade?
ACKNOWLEDGMENT OF
ADDENDUM NO. 1
City of Vista
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
A6 (OpenGov-Question 10)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Prospective Bidders shall acknowledge their receipt of this Addendum No. 1 and its incorporation into the bid submitted by executing this document in the designated space below and submitting this document with their bid:
I hereby acknowledge that I have received Addendum No. 1 and its provisions have been incorporated into the attached bid proposal.
_______________________________________________________________________ By
____________________________________ ________________________ Company Date
SEE REVISED EXHIBIT A
SAMPLE CITY OF VISTA AND BSD PROFESSIONAL SERVICES AGREEMENT (below)
Fenagh Inc. dba Fenagh Engineering and Testing October 27, 2025
ACKNOWLEDGMENT OF
ADDENDUM NO. 1
City of Vista
Richard Feller, President
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
SECTION 3.1SECTION 3.1
Cover Letter NPC
SECTION 3.2SECTION 3.2
Company Information 1 SECTION 3.3SECTION 3.3
Proposed Task Order Approach 2 - 5 SECTION 3.4SECTION 3.4
Project Team and Organization Chart 6 - 10 SECTION 3.5SECTION 3.5
List of Officers Authorized to Sign on Firm’s Behalf 10 SECTION 3.6SECTION 3.6
References 11 SECTION 3.7SECTION 3.7
Experience 12 - 15 SECTION 3.8SECTION 3.8
Examples of Firm's Work Product See Attachment SECTION 3.9SECTION 3.9
Rate Schedule Submitted Separately
ATTACHMENT ATTACHMENT
3.8 Examples of Firm's Work Product NPC
APPENDIXAPPENDIX
Resumes NPC
TABLE OF CONTENTS
Note: The fifteen (15) page limit does not include front and back covers, cover letter, section dividers, table of contents, resumes (included as an Appendix), and Attachment, Section 3.8 Examples of the Firm’s Work Product, which are excluded from the page count.
*NPC = Not Included in Page Count
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October 27, 2025
The City of Vista and Buena Sanitation District
Attn: Erin Adams, Administrative Programs Manager
200 Civic Center Drive
Vista, CA 92084
Subject: R esponse to Request for Qualifications (RFQ)
As-Needed Pr ofessional Geotechnical Engineering,
Ma terials Testing, and Construction Inspection Services
Dear Evaluation Committee,
Fenagh Inc. dba Fenagh Engineering and Testing (Fenagh) is pleased to submit our Statement of Qualifications (SOQ) to provide As-Needed Professional Geotechnical Engineering, Materials Testing, and Construction Inspection Services in support of the City of Vista (City) & Buena Sanitation District (BSD) upcoming projects. Our team of experienced professionals is committed to delivering comprehensive, reliable services tailored to the unique requirements of each project.
Established in 2014, Fenagh is a national corporation, with upwards of 150 professionals located throughout Southern California, and over 200 employees nationwide. With our extensive experience and commitment to quality, you can be confident that your projects will stay on schedule and meet the highest standards of excellence. Fenagh is proficient with local, state, and federal codes, standards, requirements, and close-out procedures and thorough record keeping of all project documentation.
APPROACH AND UNPARALLELED SERVICES
» The Fenagh Difference. Our firm sets itself apart by recognizing that every project is unique, and we are committed to identifying collaborative ways to meet the specific needs of the City & BSD. It is our mission to provide a proactive and budget-conscious management style that will ensure cost-effectiveness for your team on each project we are assigned to.
» Designated Project Manager. Thomas “Higgy” Higginbotham, will serve as Fenagh’s Senior Project Manager and primary point of contact for the City & BSD. Higgy brings more than 20 years of expertise in material testing and earthwork observation and testing services. He has successfully managed numerous as-needed materials testing contracts across San Diego County and has a strong understanding of the City’s requirements and expectations. His experience and proactive approach will ensure efficient coordination, clear communication, and a seamless project experience for the the City & BSD.
» Similar Local Experience. FFenagh recently served as the prime consultant to the City of Vista, providing Pavement Investigation Services for the East Vista Way and South Melrose Drive project. Our scope included geotechnical engineering, materials testing, and special inspection services in support of pavement rehabilitation along approximately six miles of arterial roadway. This collaboration provided valuable familiarity with the City’s infrastructure, standards, and procedures—positioning our team to deliver responsive, high-quality, and cost-effective services that align seamlessly with the City’s goals and priorities. With a strong local presence and a proven record of supporting municipal capital improvement programs across Southern California, Fenagh brings the technical expertise, experience, and responsiveness needed to support the City & BSD in achieving successful outcomes for all planned projects. » Accredited Laboratory. As a proud local business based in the heart of San Diego, we are uniquely positioned to serve the City with unparalleled efficiency. All required materials testing will be conducted at our state-of-the-art, AASHTO- accredited laboratory in San Diego which is located just 33 miles from the City's offices. Our proximity enables us to deliver exceptionally fast turnaround times, ensuring timely and reliable service for all of the City & BSD's needs.
Fenagh testing laboratories are in full compliance with ASTM E329, the Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Deputy Inspection. – Joel Walden
CPM Construction
Inspector UC San Diego
Fenagh Engineering and
Testing has consistently
demonstrated a
commitment to excellence,
ensuring that project
milestones are met, work
is completed within the
allocated budget, and
deadlines are adhered to.
“
”
3.1 | COVER LETTER
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» Fenagh’s Field Team. We will provide certified and experienced professional staff, inspectors, field technicians, and laboratory staff. Team members are experienced in working with all applicable State Agencies and they maintain all required certifications to perform the scope of work on this contract. Our experienced professional and field staff are knowledgeable and experienced in the Southern California area, giving us the unique ability to understand the conditions and restrictions near the project sites, aiding in the resolution of any issues encountered during construction, and the successful execution of your projects.
» Project Management. Fenagh’s core Project Management Team is spearheaded by Thomas “Higgy” Higginbotham as Project Manager; Emil Rudolph, PE, GE, as Geotechnical Engineer, Ung Sing (Bruce) Tie, PE as Principal Engineer; Scott Prince, PE as Project Engineer, and Jason Meares, PG, CEG as Project Geologist. Some of their responsibilities on this contract will include the following:
• Ensuring consistent and effective communication with the City & BSD, and their designated Project Teams to ensure the timely completion of all task orders issued during under this as-needed contract.
• Guaranteeing the availability of sufficient and skilled personnel to meet service requests. • Providing detailed monthly Budget Analysis Reports, and proactively identifying any budget impacts due to unforeseen events.
• Rigorously reviewing daily field reports and laboratory test results, ensuring that all work performed aligns with project plans and specifications.
• Conducting regular meetings to gather valuable feedback, ensuring alignment with the City & BSD's objectives and expectations.
» Advanced Technology. Fenagh utilizes our proprietary reporting system, ELAS™. Through our secure Client Portal, the City & BSD and all designated Project Team members will have instant access to Daily Field Reports (DFR’s), engineering reports and laboratory results. Let our Investment work to your advantage.
REQUIRED STATEMENTS
With extensive experience, technical expertise, and a diverse range of capabilities, Fenagh is uniquely positioned to support the City & BSD's upcoming projects. We specialize in providing geotechnical engineering, materials testing, and construction inspection services that are accurate, timely, and cost-effective, helping the City & BSD achieve its infrastructure and sewer system goals while ensuring quality and compliance across all project phases.
This qualifications package highlights Fenagh’s proposed task order approach, relevant experience, references, and representative work products—demonstrating our proven ability to deliver responsive, professional, and comprehensive services tailored to the City & BSD’s needs. Fenagh guarantees that all key personnel identified in this submittal will remain fully committed for the duration of the contract and no changes will be made to the project team without authorization of the City. Fenagh confirms that we can meet the City’s insurance requirements and are prepared to execute the Standard Consulting Agreement as written, and will not modify the project team without prior authorization from the City.
Thank you for taking the time to review our qualifications. We appreciate the opportunity to provide geotechnical engineering, materials testing, and construction inspection services to the City. Our team is fully committed to delivering exceptional service, and we’re here to address any questions or provide any additional information you may need as you complete the proposal review process.
Respectfully Submitted,
FENAGH ENGINEERING AND TESTING
THOMAS HIGGINBOTHAM
Vice President/Sr. Project Manager
(619) 517-2779 | [email protected]
3.1 | COVER LETTER
EMIL RUDOLPH, PE, GE
Geotechnical Engineering Manager
(619) 535-5707 | [email protected]
Thomas “Higgy” Higginbotham
Vice President/Sr. Project Manager
9474 Chesapeake Drive, Suite 906
San Diego, CA 92123
P: (619) 517-2779
E: [email protected]
PRIMARY CONTACT
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DESCRIPTION AND HISTORY OF FIRM
Established in 2014, Fenagh Engineering and Testing (Fenagh) is a national corporation with over 200 employees nationwide, including upwards of 150 professionals located throughout Southern California. With our extensive experience and
commitment to quality, you can be confident that your projects will stay on schedule and meet the highest standards of excellence.
Our team includes professional engineers, project managers, special inspectors, and laboratory technicians with numerous years of service across multiple markets and jurisdictions, allowing them to have an expansive understanding of what is required and expected of Fenagh’s role on each project.
We boast a rich history of providing similar services for public and private sector projects throughout the State of California.
Our teams have the expertise, knowledge, and experience required to ensure the successful completion of each project we are assigned to. Moreover, Fenagh has additional resources in San Diego, Northern California, and Phoenix that are available for any specialty testing that may be required.
All Fenagh laboratories are fully equipped to perform all required materials testing, plus more. With a team of 200+ professionals, including professional engineers, project managers, special inspectors, field technicians, laboratory staff, and administrative personnel, we have countless years of experience across multiple markets and jurisdictions.
Fenagh is renowned for its customer-focused procedures, proactive nature, and budget-conscious approach, which have paved the way for our efficient and hands-on project management style – The Fenagh Difference.
3.2.1 IDENTIFICATION OF RESPONDER (FENAGH, INC. DBA FENAGH ENGINEERING AND TESTING)
3.2.2 Legal name and address of the
company (partnership, corporation,
joint venture, etc.):
Fenagh, Inc. dba Fenagh Engineering and Testing
9474 Chesapeake Drive, Suite 906, San Diego, CA 92123
3.2.3 Identification of the parent
company (if applicable): Not Applicable
3.2.4 Addresses of offices located in
San Diego County:
9474 Chesapeake Drive, Ste.
906, San Diego, CA 92123
3.2.5 Number of employees
in San Diego County: 25 (240 Nationally)
3.2.6 Name, title, address and
telephone number of person to
contact concerning the SOQ:
Thomas Higginbotham, Vice President/Sr . Project Manager 9474 Chesapeake Drive, Suite 906, San Diego, CA 92123
Telephone: (619) 517-2779
3.2.7 California Department of
Industrial Relations (DIR) Number:
DIR # 1000048764; Expiration
Date: 06/30/2026
3.2.8 Secretary of State
Entity Number: 201420310157
3.2.9 Contractor’s License applicable
to the proposed Scope of Services
consisting of a California Registered
Professional Civil Engineer and
California Registered Professional
Certified Engineering Geologist:
Fenagh confirms that all work under the proposed scope will be performed by appropriately licensed professionals, including a California Registered Professional Civil Engineer (Emil Rudolph, PE #64301 | GE #2767) and a California Registered Professional Certified Engineering Geologist (Jason Meares, PG #10140, CEG #2811), fully satisfying the RFQ licensing requirements.
3.2 | COMPANY INFORMATION
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EXPERIENCED ANDEXPERIENCED AND
CERTIFIED PERSONNELCERTIFIED PERSONNEL
American Welding Society (AWS)
International Code Council (ICC)
American Concrete Institute (ACI)
Division of the State Architect
(DSA)
California Department of
Transportation (Caltrans)
Department of Health Care
Access and Information (HCAI)
Preapproved
ACCREDITED LABORATORIESACCREDITED LABORATORIES
AASHTO Materials Reference
Laboratory (AMRL) | Cement and
Concrete Reference Laboratory
(CCRL)
Division of the State Architect
(DSA LEA# 320 and 332)
Department of Health Care
Access and Information (HCAI)
Preapproved
SPECIALTY SERVICESSPECIALTY SERVICES
Ground Penetrating Radar (GPR)
Floor Flatness/Levelness Testing
Gamma-Gamma Logging
Vibration Monitoring
Building Envelope Services
Water Penetration Testing
Fiber Reinforced Plastic Testing
Percolation Testing
IN-HOUSE CAPABILITIES
Fenagh's extensive in-house capabilities can fulfill all of the requirements set forth by the City & BSD. With a proven track record of supporting a wide array of municipal/public agencies and water districts throughout Southern California, Fenagh brings a wealth of experience to every project we are assigned to. Our scope of services is meticulously tailored to address the unique needs and complexities of each project. From initial contact to on-site mobilization and project close-out, we are committed to delivering excellence during every step of the project lifecycle.
All Material Testing and Special Inspections will be performed in accordance with Title 24, California Code of Regulations.
Fenagh operates a state-of-the-art laboratory in San Diego, California. To cater to any specialized testing needs, we also offer extensive resources through our 10,000 square foot laboratory in Rancho Cucamonga, CA. Our laboratories are equipped to conduct a full spectrum of CMT – ensuring quality and compliance.
3.3 | PROPOSED TASK ORDER
APPROACH
SOIL TESTING
» Field In-Place Density Tests
» Proof Rolling Observation
» Review Soil Over-Excavations
» Maximum Dry Density
» Optimum Moisture Content
» Expansion Index Tests
» Direct Shear Tests
» Sieve Analysis
» Corrosion Testing
» Plasticity Indices
MATERIALS TESTING
» Aggregates/Soils
» Asphaltic Concrete
» Bituminous Materials
» Fireproofing
» Concrete and Shotcrete
» Roofing
» Reinforcing Steel
» Prestressed Steel Tendons
» Concrete Masonry Units
» Welder and Procedure
Qualification
GEOTECHNICAL SERVICES
» Geotechnical Engineering
» Engineering Geology
» Earthquake Fault Evaluations
» Field Exploration
» Seismic Hazard Evaluation
» Soil Improvement
» Pavement Design
» Emergency/Disaster Response
» Forensic Geotechnical Assessments
» Grading Observation and Testing
» Soils/Asphalt Compaction Testing
» Settlement Monitoring
INSPECTION SERVICES
» Soils/Asphalt Compaction Testing
» Reinforced Concrete
» Batch Plant
» Shotcrete
» Masonry
» Structural Steel Field Welding
» Structural Steel Shop Fabrication
» Mechanical/Electrical/Plumbing
» High-Strength Bolting
» Non-Destructive Testing
» Proof Load Testing
» Anchor/Dowel Installation
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At Fenagh Engineering and Testing, we recognize the
significance of integrating seamlessly with our clients’ Project Teams. It is our commitment to provide outstanding on-call professional services, customized to the specific requirements of each project. We are devoted to maintaining the highest standards of professionalism and technical
proficiency, guaranteeing that the City & BSD receives
unparalleled support and satisfaction.
Every project, regardless of its scale, receives our commitment to excellence. Our accredited laboratory is equipped with expertly qualified materials testing, certified inspectors, and licensed engineers, all dedicated to upholding the strictest quality standards. This approach ensures that every project we undertake meets and surpasses the expectations of
quality, precision, and reliability.
STEP 1: TASK ORDER RESPONSIVENESS
Upon receipt of a task order, Fenagh’s designated Project Manager and Engineer will review all available project
documents (drawings, specifications, TIO, etc.). If any constraints or questions arise, we will submit a formal Request for Information (RFI) to the City & BSD. After
reviewing the documents, our team will develop a project- specific schedule, approach, budget, and testing plan for City & BSD review and approval.
STEP 2: NOTICE TO PROCEED AND PROJECT
KICK-OFF MEETING
Once the City & BSD issues the Notice to Proceed, Fenagh will arrange a pre-construction meeting (in-person or
virtual) to discuss the project scope, establish clear lines of communication, and introduce the City & BSD to Fenagh’s Project Team. This meeting ensures alignment and sets
expectations for a successful project.
STEP 3: SCHEDULING AND MATERIALS TESTING
AND INSPECTION
Fenagh is equipped to schedule inspection services within 24 hours, supported by two full-time dispatchers dedicated to coordinating with the City & BSD. Our local office and in-house certiified laboratory is conveniently located in San Diego and the majority of our nominated project
team lives and works within easy reach of the Vista area, ensuring prompt response and seamless support for City
& BSD projects. We will dispatch local inspectors holding certifications relevant to the project scope.
STEP 4: DELIVERABLES/REPORTS
Fenagh uses proprietary software (ELAS™ ) for budget
generation, scheduling, budget tracking, non-compliance management, and reporting. We will submit Daily Field
Reports (DFRs) after every inspection and Material Test Reports in accordance with the City & BSD requirements, and the latest edition of the Standard Specifications for Public Works Construction (Greenbook), California Building Codes, and Caltrans Standard Specifications. Non-compliances will be flagged by ELAS™ or our on-site inspector, and Fenagh’s Principal Engineer will work with the Project Team to provide a solution immediately.
Weekly Summary Reports, containing all test results and descriptions of work completed, will be provided, and signed off by our Principal Engineer . Additionally, monthly Budget Reports will track testing and inspection line items. When 70% of a project budget or line items are reached, our
team will notify the City and address the remaining scope.
STEP 5: PROJECT CLOSEOUT
Fenagh’s Principal Engineer will oversee the project
closeout, ensuring the timely delivery of a Final Report or Verified Compliance Report (VCR) to the City & BSD.
In summary, Fenagh Engineering & Testing has the local
resources, expertise, and technology to support the City & BSD's projects effectively and efficiently on an on-call basis.
Our streamlined management approach guarantees high-
quality, responsive service for every task order .
PROJECT APPROACH | HIGHLIGHTS
» Budget Development. We are dedicated to fostering
a collaborative partnership with the City & BSD,
focusing on identifying all necessary scope elements
for each individual Work/Task Order . Our commitment
extends to actively seeking opportunities for value
3.3 | PROPOSED TASK ORDER
APPROACH
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engineering savings at every project stage. This
approach involves engaging in direct, meaningful
conversations with all project stakeholders to
thoroughly understand and accommodate the
specific scheduling requirements of the project.
Our goal is to ensure a seamless, efficient process that aligns perfectly with the City & BSD’s objectives and
timelines.
» Budget Management. Your designated Project
Manager, Thomas "Higgy" Higginbotham, will track
the project budget on a monthly basis. Budget
Reports will be provided each month, for the purpose
of identifying each scope and the status of the
overall project budget. We will communicate directly
with the City should we encounter any issues that
may potentially impact the contractually agreed upon
budget.
» Project Management. The cornerstone of successful
project management is effective communication. Our
team has established a process for every conceivable
scenario. Regular and clear communication will ensure
that the City & BSD always experiences the professional and timely service they expect. This ethos permeates
every level of our organization – from management to
engineering to administration. Each team member is
acutely aware of their responsibilities and roles, a factor that has been instrumental to our success.
Our approach is intensely customer-focused, facilitating efficient and proactive project management. This
comprehensive and communicative strategy exemplifies
our commitment to excellence and client satisfaction.
» Project Meetings. Our standard operating procedure
mandates active involvement from our Project
Management team and Special Inspectors in all
preconstruction and ongoing project progress meetings.
They will participate in any additional meetings deemed essential by both the on-site Project Teams and the City & BSD. This practice guarantees that our team remains
thoroughly engaged, offering crucial insights and expert guidance throughout the entirety of every project’s
lifecycle.
» Response Time. Every member of our team is equipped
with cell phones, laptops, and/or tablets, ensuring that your assigned Project Team is accessible at all times,
including after business hours and on weekends. To
guarantee an instant response to your scheduling
requirements, our Dispatch Manager is on call 24 hours
a day. This setup is part of our commitment to provide
continuous support and swift responses to any of the
City & BSD needs.
DISPATCH AND SCHEDULING CONTROL
Scheduling coordination with Fenagh is streamlined and user- friendly, allowing for seamless communication between our dispatch team and the City & BSD, and designated Project Team Members. We commit to a response time within 24
hours, ensuring prompt attention to the City & BSD’s needs.
Additionally, we offer flexibility to accommodate urgent service requests in most scenarios, without the City incurring additional charges.
COMMUNICATION AND COORDINATION
Fenagh ensures round-the-clock availability of key project personnel, guaranteeing that the City & BSD, and Project Teams, receive prompt responses for any project-related inquiries or urgent situations. This 24/7 accessibility underscores our commitment to providing unwavering support and swift
action whenever needed. For each project, we will provide a comprehensive chain of command list, complete with
detailed contact information, ensuring clear and accessible communication channels for all involved parties. In any emergency situation, Higgy, Fenagh’s designated Project Manager, will act as a primary point of contact.
DOCUMENT CONTROL
All project documentation, including inspection reports, materials testing reports, and administrative files, will be meticulously stored on our secure internal server and within our cloud-based ELAS™ portal. These critical documents will be managed under the vigilant oversight of our designated Principal Engineer, Ung Sing (Bruce) Tie, PE, ensuring their safety and accessibility.
CONCURRENT TASKS/PROJECTS
Fenagh’s current workload varies due to the unique needs of each client, and we are organized to perform a wide
range of services for completing multiple task descriptions simultaneously. We are currently providing engineering
services, materials testing and special inspection services to both private and public clients throughout the Southern California Region. We are highly experienced in supporting both continuous and periodic field assignments for multiple clients at any given time.
Our professional team, field team and laboratory team is currently meeting and exceeding the needs of our clients
3.3 | PROPOSED TASK ORDER
APPROACH
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and can assure the City & BSD, and designated project team members, with confidence, that this contract will not have any adverse impact on our resources. Fenagh operates
multiple full-service laboratories throughout the State of California, which allows us to increase our technical and support staff as contract and project workloads fluctuate.
BUDGET MANAGEMENT
Our collective focus will be on delivering high-quality services while continuously exploring opportunities for value engineering savings. This will involve direct discussions with project stakeholders to accurately determine project scheduling needs, ensuring that all budgetary considerations are carefully considered. Higgy, Fenagh’s assigned Project Manager will use ELAS™ to continuously monitor and
manage the project budget. Monthly budget update reports will be provided with invoices, detailing the status of each scope item and the overall project budget. In the event of any potential budget impacts, we will promptly communicate with the Project Team to address concerns and maintain
financial control.
DAY-TO-DAY OPERATIONS
Fenagh will provide a hands-on approach to managing daily operations, with our designated Project Manager and Lead Inspector coordinating directly with your Project Team.
Each of our team members will be responsible for their
respective areas of expertise, guaranteeing that no detail is overlooked, and ensuring that all scope requirements are performed efficiently and to the highest industry standards.
Inspections, CMT, and reporting will be managed through ELAS™ to ensure real-time responsiveness and adaptability to the project’s evolving needs.
RISK MITIGATION AND ISSUE RESOLUTION
A key element of our project management strategy is
proactive risk mitigation. Fenagh will leverage its experience in managing large-scale projects to anticipate potential challenges and develop solutions before they can impact project timelines or budgets. Our team's role will be to conduct thorough special inspections and CMT to ensure
that all materials and structural components meet the
project’s safety and compliance standards. If any issues arise, our team is prepared to quickly coordinate to resolve them promptly, minimizing delays and ensuring smooth
project progression.
QUALITY CONTROL AND DOCUMENTATION WITH
ELASELAS™™
Fenagh implements a rigorous in-house Quality Assurance/ Quality Control (QA/QC) program to ensure accuracy
and compliance in all aspects of our work, including field inspections, material testing, plans, specifications, reports, and invoices throughout the entire project lifecycle. Our approach involves key team members—Account/Project
Manager, Field Supervisors, Project Engineers, laboratory staff, and field personnel—working collaboratively to
maintain the highest standards.
All QA/QC activities, including daily field inspections and testing in accordance with the latest edition of the Standard Specifications for Public Works Construction (Greenbook), California Building Codes, and Caltrans Standard
Specifications, are recorded, tracked, and managed using Fenagh’s proprietary ELAS™ software. This fully integrated, cradle-to-grave solution provides real-time updates,
centralized data management, and easy access to critical project information for the entire Project Team.
Daily field reports, including test results, observations, and corrective actions, are submitted to the City & BSD through ELAS™, with a comprehensive final report provided at project completion. Our QA/QC strategy also includes regular performance evaluations, precise equipment
calibration, thorough reporting, and continuous verification of staff qualifications and certifications. This meticulous approach ensures all project objectives are achieved and fully documented, delivering reliable, high-quality results while maintaining compliance and transparency.
3.3 | PROPOSED TASK ORDER
APPROACH
Example of Detailed Exception Log – ELAS™
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3.4.1 PROJECT ORGANIZATION AND KEY PERSONNEL | ROLES AND RESPONSIBILITIES We have taken extraordinary efforts to assemble a staff of highly trained and experienced specialists in providing geotechnical, materials testing, and special inspection services. All personnel assigned to the contract will carry the required certifications to perform their tasks. Our key personnel and staff are committed and will be available to the extent proposed for the duration of the required services.
Proposed Staff/Role Responsibilities
THOMAS HIGGINBOTHAM
Project Manager
20+ Years of Experience
Project management, staff
management, budget
tracking, field operations and
safety oversight
Higgy has been in the construction industry for over 20 years and will serve as Project Manager overseeing all aspects of this contract and the City & BSD's main point of contact.
With decades of experience, Higgy specializes in providing material testing and soil observation services for a range of public and municipal agencies throughout Southern California. Higgy has served as project manager during as-needed materials testing services for various agencies throughout Southern California and has a deep understanding of your requirements and needs. His extensive knowledge makes him an invaluable resource, capable of offering the City & BSD his technical and professional expertise.
As your main point of contact, Higgy will ensure that the City & BSD receives the level of service and commitment by our contract management, engineering, and field support teams. He will direct project management responsibilities for carrying out the daily direct support on each assigned task order/project. He will be reviewing all project specific budgets on a monthly basis and is responsible for monitoring them on a regular basis to identify cost impact issues as they arise. Lastly, he will periodically meet with City & BSD representatives to ensure that all services are delivered in a timely and cost effective manner .
EMIL RUDOLPH, PE, GE
Geotechnical Engineer
25+ Years of Experience
Technical oversight of
laboratory; implementation
of QA/QC program; review of
plans and specs; preparation
of reports and proposals; and
review of testing results
Emil is a State of California Registered Professional and Geotechnical Engineer with over 25 years of experience providing geotechnical consultation, observation and testing services for a wide range of public works projects, mainly in an as-needed/on-call contractual role to agencies.
As Managing Geotechnical Engineer for San Diego and Program Manager at Fenagh, Emil’s responsibilities are vast and varied. He provides oversight and management of geotechnical and material testing teams during design and construction projects. Emil will provide invaluable guidance on test results, leveraging his of experience in the field to ensure the accuracy and reliability of all findings. His proactive approach involves closely monitoring each evaluation, intervening as needed to address any emerging issues promptly.
UNG SING (BRUCE) TIE, PE
Principal Engineer
20+ Years of Experience
Calculations, compilation of
field and laboratory data,
report preparation
Bruce is a State of California Registered Professional Engineer with over 20 years of experience and will be responsible for overseeing the intricate processes of field operations and laboratory testing for the City & BSD's task order assignments. His meticulous attention to detail will ensure that laboratory testing is completed on schedule, within budget constraints, and with uncompromising quality. In addition, Bruce will provide document review and approval, technical support, and project oversight to ensure the seamless execution of projects.
JASON MEARES, PG, CEG
Project Geologist
10+ Years of Experience
Evaluation of any seismic
hazards, fault trenching
studies and assessment of
other geologic hazards.
Jason is a State of California Engineering Geologist with more than 10 years of experience in geologic, geotechnical, and environmental consulting. His experience includes site investigations, geologic hazard evaluations, subsurface exploration, grading, foundation design, and land stabilization for large-scale public transportation, commercial, residential, and infrastructure projects throughout California. As a registered Engineering Geologist, Jason will be responsible for evaluating seismic hazards, conducting fault trenching studies, and assessing other geologic hazards, while overseeing geotechnical analyses, report preparation, and coordination with project engineers, contractors, and regulatory agencies.
3.4 | PROJECT TEAM AND
ORGANIZATION CHART
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Proposed Staff/Role Responsibilities
SCOTT PRINCE, PE
Project Engineer
15+ Years of Experience
Calculations, compilation of
field and laboratory data,
report preparation
Scott is a State of California Registered Professional Engineer and will serve as a key supporting team member in the review, assignment, and evaluation of both laboratory and field data, bringing a wealth of experience and expertise in foundation modification and underpinning methodologies. His profound understanding of these concepts positions him as an invaluable asset in ensuring the accuracy and reliability of all assessments.
STEVE LINDQUIST
Laboratory Manager
20+ Years of Experience
Supervision of all laboratory
testing services
Steve will communicate directly with field staff to monitor the fabrication of samples, and the need for specialized equipment. His responsibilities include logging and tracking material samples, and conducting a wide-range of materials testing. In addition, Steve is responsible for maintaining equipment calibrations and laboratory certifications. Steve’s role is critical in ensuring the quality of all laboratory testing and inspection processes. He also oversees all laboratory document control, and is responsible for the maintenance and implementation of Fenagh’s Quality Systems Manual (QSM).
JASON ECKERSON
Field Supervisor
(Special Inspection)
15+ Years of Experience
Supervision of all special
inspection and materials
testing services
Jason has over 15 years of experience and will be responsible for day-to-day interfacing with Fenagh’s special inspection team, and will serve as a direct line of contact between inspectors and Project Manager, Higgy, ensuring smooth collaboration with the City. Multi-disciplined deputy inspectors will report directly to Jason, and will be responsible for providing a wide- range of on-site and/or off-site inspection and materials testing services. Jason will actively participate in on-site project meetings, perform regular site visits, daily field report review, and technical oversight of on-off operations.
TAYLOR HULL
Field Supervisor (Soils)
12+ Years of Experience
Supervision of all soils field
observation and testing
services
Our field services will be overseen by Field Supervisor Taylor Hull. Taylor has over 12 years of experience in the construction testing and inspection industry. He is knowledgeable of applicable code requirements, including ICC and ASTM Standards. He brings excellent documentation and communication skills which aids in collaboration with clients, subcontractors, building officials and other team members. Taylor is responsible for the oversight of Fenagh’s field personnel, ensuring project compliance on job sites, and daily field report review.
LABORATORY AND FIELD
INSPECTION TEAMS
Provide laboratory testing,
field observation and testing;
inspection and materials
testing services
Inspection Personnel:
Fernando Alvarenga; Jacob
Collins; Alexis DiMarzo,
Shaun Foss; Thomas
Morehead; Greg Prout; David
Reid; Adam Thomas
Fenagh is committed to adhering to all applicable ASTM standards. Our team of skilled laboratory supervisors, laboratory technicians, field technicians, and special inspectors are dedicated to providing turnkey services to our valued clients. We take great pride in our commitment to quality and excellence in every aspect of our operations. Fenagh’s Inspectors are multi-certified, and are capable of providing varying and concurrent inspections for the City & BSD's projects. Fenagh’s nominated soils field technicians/inspectors will be required to attend daily site meetings, to identify work areas, projected areas of completion, and upcoming material deliveries and placements. They will also participate in OAC meetings with the construction teams.Inspectors attend weekly meetings with Fenagh’s Project Management Team to discuss projected manpower requirements, potential overtime, open inspection items, exceptions, and schedule changes.
SUBCONSULTANTS:
Atlas Technical Consultants,
LLC and Baja Exploration, Inc.
We will include Atlas Technical Consultants LLC (Atlas) for geophysical and utility markout services and Baja Exploration, Inc. (Baja) for drilling services as subconsultants during this contract.
3.4 | PROJECT TEAM AND
ORGANIZATION CHART
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ORGANIZATIONAL CHART
The organizational chart below illustrates the relationship between the City & BSD, Fenagh, and our subconsultants. This structure promotes clear communication, efficient coordination, and a seamless exchange of information throughout all phases of the project.
All key personnel identified for this contract—including project management, inspection, testing, and support staff—are fully committed to providing their availability, expertise, and dedicated service for the duration of the agreement. Fenagh affirms that no key personnel will be removed or reassigned without prior written notification to and formal approval from the City of Vista, in accordance with contract requirements. Key personnel proposed for this contract are highlighted in yellow below, with corresponding resumes provided in the Appendix section of this qualifications package.
Thomas HigginbothamThomas Higginbotham
Project Manager/
Primary Contact
Steve LindquistSteve Lindquist
Laboratory Manager
Adam ThomasAdam Thomas
Laboratory Supervisor
Thomas MoreheadThomas Morehead
David ReidDavid Reid
Adam ThomasAdam Thomas
Field Technicians
Fernando Alvarenga Fernando Alvarenga
Jacob Collins Jacob Collins
Alexis DiMarzoAlexis DiMarzo
Shaun FossShaun Foss
Greg ProutGreg Prout
David ReidDavid Reid
Special Inspectors
Thomas MoreheadThomas Morehead
Lead Scheduler
Taylor HullTaylor Hull
Field Supervisor (Soils)
Jason EckersonJason Eckerson
Field Supervisor
(Special Inspection)
Bruce Giessel, EIT
Luis Mondragon, EIT
Brian Torgerson
Staff Engineers
Emil Rudolph, PE, GE Emil Rudolph, PE, GE
Geotechnical Engineer
Ung Sing (Bruce Tie), PEUng Sing (Bruce Tie), PE
Shaun Stauffer, PE
Principal Engineers
Laboratory Support
Technicians
100+ Field Technicians and
Special Inspectors
Available for Support
ATLAS
Subcontractor
Geophysical Services and
Utility Markout Services
BAJA EXPLORATION
Subcontractor
Drilling Services
Project Management
Engineering Team
Laboratory Team
Field Team
Organizational Chart Key/Roles
Subconsultant Team
Jason Meares, PG, CEGJason Meares, PG, CEG
Mohammad El-Najjar, GIT
Geology
Tony Lei, PE, GE
Scott Prince, PEScott Prince, PE
Project Engineers
3.4 | PROJECT TEAM AND
ORGANIZATION CHART
Manvir Chahal, PE
Davoud Ebrahimi, PHD, PE
Dan Ventura, PE
Senior Engineers
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3.4.2 ROLES OF PRIME AND SUBCONSULTANTS
At Fenagh, we have established strong partnerships with reputable companies such as Atlas Technical Consultants and Baja Exploration to subcontract our geophysical, utility locating, and geotechnical drilling services. These partnerships greatly enhance our geotechnical service offerings, allowing us to effectively and efficiently meet the diverse needs of our projects. Please be advised that we do not retain resumes for these specific subcontracted services. In the event that the City & BSD necessitates resumes before the start of the Project, we will procure them directly from the subcontractor(s).
As the prime consultant, Fenagh will manage all project coordination, communication, and QA/QC oversight. All
subconsultant activities will be directed through Fenagh’s Project Manager Higgy, to ensure consistency and alignment with City & BSD standards.
» Atlas Technical Consultants, LLC (Atlas): Fenagh will utilize Atlas as a subconsultant for geophysical and utility markout services as needed.
» Baja Exploration, Inc. (Baja): Fenagh will utilize Baja as a subconsultant for drilling services for geotechnical
investigations.
3.4.3 EXPERIENCE OF PROJECT MANAGER AND
KEY STAFF
Fenagh has assembled a highly experienced and dedicated team to support the City & BSD under this on-call contract.
Our core personnel bring decades of combined experience in geotechnical engineering, materials testing, and construction inspection for municipal and CIP-funded projects throughout Southern California. This seasoned team ensures seamless coordination, efficient execution, and exceptional service delivery for the City & BSD.
Thomas “Higgy” Higginbotham will serve as Project Manager and primary point of contact for this contract, bringing over 20 years of hands-on experience in project management,
field operations, materials testing, and budget oversight.
Known for his collaborative approach and commitment to
client success, Higgy has managed roadway, pedestrian,
park, and pavement improvement projects under multiple
on-call contracts throughout San Diego County. He served as Project Manager during pavement investigation services for the City of Vista’s East Vista Way and South Melrose Drive project. Higgy’s commitment to responsive, practical solutions makes him a trusted partner for the City & BSD on every assignment.
Emil Rudolph, PE, GE, will serve as Managing Geotechnical Engineer for this contract, bringing over 25 years of experience providing geotechnical consultation, observation, and testing under as-needed/on-call contracts. Known for his meticulous approach and problem-solving expertise, Emil has managed roadway, utility, park, civic facility, and slope stabilization projects across Southern California. He provides technical oversight, implements rigorous QA/QC, coordinates complex geotechnical investigations, and delivers clear, actionable reporting—ensuring reliable, compliant, and cost-effective results that support the City & BSD’s project goals.
Ung Sing (Bruce) Tie, PE is a California-licensed Civil Engineer with extensive on-call experience supporting municipal and public works projects. He specializes in roadway design, pavement rehabilitation, stormwater management, and
utility infrastructure, providing technical review, practical design recommendations, and team coordination to
deliver accurate, compliant solutions for the City’s on-call geotechnical and materials testing needs.
Scott Prince, PE serves as Project Engineer with over 15 years of experience in geotechnical engineering, materials testing, and foundation evaluation. He brings extensive on-call municipal and public works experience, providing technical oversight, field and laboratory testing, and
reporting for roadway, utility, park, and civic facility projects.
Scott coordinates multidisciplinary teams and ensures work meets regulatory standards, delivering efficient, high-quality results for the City’s on-call services.
Jason Meares, PG, CEG, a California-licensed Professional Geologist and Certified Engineering Geologist with over 10 years of experience, brings extensive experience in seismic hazard evaluation, fault trenching studies, and assessment of geologic hazards for public and private projects throughout California. He provides field oversight, testing, and clear geotechnical reporting for on-call municipal projects,
ensuring safe, compliant, and cost-effective results that support City operations and infrastructure improvements.
Supporting the five core key personnel are Steve Lindquist (Laboratory Manager); and Field Supervisors Jason Eckerson (Special Inspection) and Taylor Hull (Soils), along with Fenagh’s multi-certified laboratory and field inspection teams.
For federally funded projects, Fenagh provides Caltrans- certified technicians fully qualified to perform all required material testing in accordance with Caltrans standards.
Their expertise ensures consistent, high-quality execution of field and laboratory services, complementing the technical leadership of the primary project team.
3.4 | PROJECT TEAM AND
ORGANIZATION CHART
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3.4.4 RESUMES OF KEY PERSONNEL
Resumes for all key personnel identified in this submittal are provided in the Appendix section. Each resume includes relevant experience, education, professional licenses,
and certifications, and demonstrates Fenagh’s technical expertise, professional qualifications, and proven capacity to support the City & BSD's on-call projects.
3.4.5 PROPOSED LINE OF COMMUNICATION
Fenagh’s Project Manager, Higgy, will serve as the primary point of contact with the City & BSD, ensuring centralized communication and efficient project coordination.
Subconsultants, including Baja Exploration, Inc. and Atlas Technical Consultants, LLC, will report directly to Higgy, Fenagh's designated Project Manager . Fenagh will oversee all deliverables, schedules, and QA/QC procedures prior to submission to the City & BSD. Regular project meetings, email updates, and progress reports will be used to maintain transparency and facilitate timely issue resolution.
CALIFORNIA REGISTERED PROFESSIONAL
ENGINEERS
Fenagh ensures that all testing, investigations, and reporting activities are performed under the direct supervision of Emil Rudolph, PE, GE, a state of California-licensed Professional Engineer and Geotechnical Engineer. Mr . Rudolph is
fully authorized and highly qualified to lead geotechnical evaluations, materials testing, and related investigations in strict accordance with all applicable state regulations and industry standards.
As the designated Principal Geotechnical Engineer, Mr .
Rudolph will personally oversee all technical services, supported by Ung Sing (Bruce) Tie, PE, a California-licensed Professional Civil Engineer, and Fenagh’s experienced
engineering team, including Jason Meares, PG, CEG, a
California-licensed Professional Geologist and Certified Engineering Geologist.
In full compliance with the City’s requirements, all
Capital Improvement and City/BSD Sewer Utility Project
Geotechnical Reports prepared by Fenagh will be signed
and stamped by a California Registered Professional Civil Engineer and a California Registered Professional Certified Engineering Geologist, ensuring technical accuracy,
regulatory compliance, and professional accountability.
3.4 | PROJECT TEAM AND
ORGANIZATION CHART
The following officers are authorized to execute agreements and official documents on behalf of the firm:
» Patrick Greenan – Owner » Richard Feller – President Both officers have full authority to bind the firm in contractual and legal matters related to this contract.
3.5 | LIST OF OFFICERS AUTHORIZED TO
SIGN ON FIRM’S BEHALF
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3.6 | REFERENCES
REFERENCES
Fenagh Engineering and Testing and its nominated project team have extensive experience managing as-needed and on-call materials testing and inspection contracts for local municipalities and public agencies throughout Southern California. Our team’s experience spans a diverse range of project types, including ground-up construction, pipelines, stormwater improvements, lift stations, underground utility enhancements, street widening, traffic signal, and intersection improvement projects.
The following representative projects and client references demonstrate Fenagh’s proven record of performance, responsiveness, and quality of service in providing Geotechnical, Material Testing, and Special Inspection Services. Each reference includes the client’s name and location, number of projects completed, and contact information in accordance with the RFQ requirements.
Client / Agency
& Location
Project Description # of Projects
Completed
Client Contact
San Diego Gas &
Electric (SDG&E)
San Diego, CA
On-call contract providing materials testing, special
inspection, and geotechnical services on over 35 task order projects in the past three years, including Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, and Ramona Substation Driveway Upgrades.
35+
Ms. Emily Rupar
Project Manager II
SDG&E Capital Programs P:
(415) 212-1714
E: [email protected]
City of Victorville
Victorville, CA
As-needed support for multiple CIP projects including
roadway reconstruction, pavement rehabilitation,
and new facility construction. Representative projects
include Amethyst Pump Station, Industrial Blvd &
Silica Dr Improvements, and Liberty Village Pavement
Rehabilitation.
9 Mr. Harry Mayo
Associate Civil Engineer
City of Victorville
P: (760) 243-6351
E: [email protected]
City of Fontana
Fontana, CA
Provided comprehensive geotechnical, materials testing, and special inspection services for various projects under the City’s on-call contract, including park improvements, street paving and resurfacing, subgrade stabilization,
sidewalk construction, waterline replacements, and
underground utility enhancements. Current assignments
include the Foothill Boulevard & Alder Avenue
Improvements and the Etiwanda–Slover Project.
14 Ms. Estephany Monroy
Associate Engineer
City of Fontana
P: (909) 350-6642
E: [email protected]
City of Santa
Monica
Santa Monica, CA
Provided materials testing and special inspections for
renovations at 3200 and 2800 Airport Avenue, including
soils compaction, concrete, masonry, steel, wood framing, and epoxy dowel inspections. Lab testing included
concrete, rebar, and masonry materials to ensure
compliance with structural and historic preservation
standards.
2 Mr. Sebastian Felbeck
Sr . Construction Manager
City of Santa Monica
P: (310) 434-2675
E: Sebastian.Felbeck@
santamonica.gov
City of Anaheim
Anaheim, CA
As part of our on-call contract, Fenagh provided
geotechnical, materials testing, and special inspection services for street widening, underground utility, and
park projects, including State College & La Palma Street Widening, UD#68, UD#50, and Maxwell Dog Park. Services
included subgrade and asphalt testing, concrete sampling, and lab testing for soils, asphalt, and concrete.
4 Mr. Brandon Spencer
Senior Construction
Inspector
City of Anaheim
P: (714) 765-5195
E: [email protected]
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$26,000
Fenagh has extensive experience providing geotechnical, materials testing, and special inspection services for
municipal capital improvement and sewer utility projects throughout Southern California. Our team’s prior work in the City of Vista and surrounding communities provides
direct local knowledge that enhances project execution
and ensures familiarity with local conditions, municipal processes, and community priorities.
Notably, Fenagh performed pavement investigation
services for the City of Vista's East Vista Way and South Melrose Drive project in Vista, CA, which included field exploration and laboratory testing to evaluate existing pavement conditions and support rehabilitation planning.
This hands-on experience ensures we understand the
City’s infrastructure challenges and can provide responsive, technically sound solutions.
In addition to our Vista-specific work, Fenagh has successfully completed numerous on-call/as-needed based contracts
for various municipalities and agencies across Southern California. Projects included geotechnical investigations, laboratory testing, QA/QC inspections, pavement
evaluations, and support for roadway reconstruction, sewer and storm drain upgrades, retaining walls, traffic signal foundations, and community facility improvements.
Our team is well-versed in applicable codes and standards, including the California Building Code, Caltrans specifications, and the Greenbook, and we consistently apply best practices to deliver accurate, reliable, and timely services. By combining technical expertise with local knowledge, Fenagh delivers practical, cost-effective solutions that meet both immediate project needs and long-term municipal infrastructure goals.
The following projects illustrate Fenagh’s proven ability to deliver comprehensive geotechnical, materials testing, and inspection services for municipal and utility infrastructure.
Each example highlights our team’s technical expertise, local knowledge, and commitment to quality, demonstrating how we consistently meet project requirements, adhere
to schedules, and provide cost-effective solutions that support both immediate construction needs and long-term infrastructure objectives.
CITY OF VISTA, E. VISTA WAY AND S. MELROSE
DRIVE PAVEMENT INVESTIGATION, VISTA, CA
PROJECT DESCRIPTION
Fenagh performed a pavement investigation for the rehabilitation of approximately 4.0 miles of arterial roadway on South Melrose Drive (with the exception of the City of Carlsbad portion near Cannon Road), and approximately 2.0 miles of arterial roadway on East Vista Way. Fenagh did not encounter any uncharacteristic time or resource constraints during the execution of this project.
SUMMARY OF SERVICES PROVIDED
Fenagh performed field exploration and mapping, laboratory testing, engineering analysis, and preparation of a report which included distress causation analysis and recommendations for a minimum 10-year design life repair alternatives.
Services Provided: Geotechnical; Material Testing; Special Inspection Services
Company/Agency: City of Vista
Project/Client Contact: Pr oject Dates: 03/2024 - 04/2024 Chris Arce, Director of Public Works
P: (760) 726-1340; ext 1621; E: [email protected]
Contract Value: $20,000 with option to $150,000.
HIGHLIGHTED PROJECT EXPERIENCE
3.7 | EXPERIENCE
Fenagh Key Personnel:
» Thomas Higginbotham
(Project Manager)
» Emil Rudolph, PE, GE
(Geotechnical Engineer)
» Ung Sing (Bruce) Tie, PE
(Principal Engineer)
» Steve Lindquist
(Laboratory Manager)
» Tom Morehead
(Soils Field Technician)
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CITY OF OCEANSIDE ON-CALL CONTRACT
PILGRIM CREEK LIFT STATION, OCEANSIDE, CA
PROJECT DESCRIPTION
Fenagh provided geotechnical, material testing, and special inspection services for the Pilgrim Creek Lift Station Project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station. Fenagh not only provided the scoped special inspection and material testing services, but also provided the City with recommendations for 1) dealing with shallow groundwater during trench backfill, and 2) mitigating settlement and caving from the contractor’s efforts to shore the deep excavations below the water table. These resulted in a better product for the City after construction.
SUMMARY OF SERVICES PROVIDED
Services provided include observation and compaction testing, asphalt placement observation and compaction testing, epoxy installation/post-installed anchors, sample and tag reinforcing steel, concrete placement and sampling, and all associated construction materials testing laboratory testing.
Services Provided: Geotechnical; Material Testing; Special Inspection Services
Company/Agency: MKN Associates (for the City of Oceanside) Project/Client Contact: Pr oject Dates: 04/2023 - 02/2024 (At time of work): Jeremiah J. Harrington, Assistant Resident Engineer | P: (760) 576-0621; E: current email upon request Contract Value: $26,000
$26,000
SDGE, AS-NEEDED GEOTECHNICAL AND MATERIALS
TESTING SERVICES CONTRACT, SAN DIEGO, CA
PROJECT DESCRIPTION
As part of our on-call contract with San Diego Gas and Electric (SDGE), Fenagh has provided material testing, special inspection, and geotechnical services on over 35 task order projects in the past three years. Some of our current projects include: Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, OCCO Administrative Building 2 Electrical Upgrade, and Ramona Substation Fencing & Driveway projects.
SUMMARY OF SERVICES PROVIDED
On the projects listed, Fenagh is currently providing field technicians for asphalt/soils compaction testing and concrete sampling. We provide all associated lab testing such as compaction curves per ASTM D1557/1556, moisture content, sieve analysis, sand equivalent, direct shear, atterberg limits, expansion index, hot mix asphalt and concrete compression testing services.
Services Provided: Geotechnical; Material Testing; Special Inspection Services
Company/Agency: San Diego Gas and Electric (SDGE)
Project/Client Contact: Pr oject Dates: 02/2023 - Ongoing Emily Rupar, Project Manager (SDGE Capital Programs)
P: (415) 212-1714; E: [email protected]
Contract Value: Total fee varies between $500 to $80,000
3.7 | EXPERIENCE
Fenagh Key Personnel:
» Thomas Higginbotham
(Project Manager)
» Emil Rudolph, PE, GE
(Geotechnical Engineer)
» Steve Lindquist
(Laboratory Manager)
» Field/Inspection
Personnel: Adam
Thomas; David Reid;
Tom Morehead; Jacob
Collins; Shaun Foss;
Greg Prout
Fenagh Key Personnel:
» Thomas Higginbotham
(Project Manager)
» Emil Rudolph, PE, GE
(Geotechnical Engineer)
» Ung Sing (Bruce) Tie, PE
(Principal Engineer)
» Steve Lindquist
(Laboratory Manager)
» Field/Inspection
Personnel: Tom
Morehead; Jacob
Collins; Shaun Foss
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CITY OF VICTORVILLE ON-CALL GEOTECHNICAL
FIELD AND LABORATORY TESTING, VICTORVILLE, CA
PROJECT DESCRIPTION
As part of our on-call contract with the City of Victorville, Fenagh provides as-needed services for various CIP projects with the City of Victorville. The projects range from road reconstruction and rehabilitation projects to ground-up facilities. Some of our current projects include: Amethyst Pump Station, Industrial Boulevard & Silica Drive Road Improvement Project, and the Liberty Village Pavement Rehabilitation Project.
SUMMARY OF SERVICES PROVIDED
On the projects listed, Fenagh is currently providing field technicians for asphalt/soils compaction testing and concrete sampling. We provide all associated lab testing such as compaction curves per ASTM D1557/1556, moisture content, sieve analysis, sand equivalent, direct shear, atterberg limits, expansion index, hot mix asphalt and concrete compression testing services.
Services Provided: Geotechnical; Material Testing; Special Inspection Services
Company/Agency: City of Victorville
Project/Client Contact: Pr oject Dates: 2019 - Ongoing Dennis Lee, Senior Civil Engineer, Engineering Department P: (760) 955-2741; E: [email protected]
Contract Value: Total fee varies between $30,000 to $85,000 $26,000
3.7 | EXPERIENCE
CITY OF NATIONAL CITY PAVEMENT INVESTIGATION
NATIONAL CITY, CA
PROJECT DESCRIPTION
Fenagh performed pavement coring to assess the condition and thickness of asphalt layers on selected streets in National City, California as part of an evaluation of existing surface condition.
The scope of work included a visual reconnaissance of the pavement alignment and coring at 12 designated locations to determine the thickness of the existing asphalt concrete (AC) pavement.
Core samples were collected by Fenagh representatives and transported to our in-house geotechnical laboratory for photo documentation and detailed analysis. Each core was examined to determine asphalt layer thickness and to identify the presence of pavement fabric. The samples were further analyzed to assess the condition of the existing asphalt or underlying concrete sections, providing critical data to support planning for the upcoming asphalt overlay project.
SUMMARY OF SERVICES PROVIDED
Services provided included field exploration and mapping, laboratory testing, engineering analysis, and preparation of a report summarizing our findings.
Services Provided: Geotechnical; Material Testing; Special Inspection Services
Company/Agency: ICCS for the City of National City
Project/Client Contact: Pr oject Dates: 05/2024 - Ongoing Mr . Sean Gill, CEO/Construction Manager
P: (951) 532-6483; E: [email protected] Contract Value: 18,000 Fenagh Key Personnel:
» Emil Rudolph, PE, GE
(Geotechnical Engineer)
» Ung Sing (Bruce) Tie, PE
(Principal Engineer)
» Steve Lindquist
(Laboratory Manager)
Fenagh Key Personnel:
» Thomas Higginbotham
(Project Manager)
» Emil Rudolph, PE, GE
(Geotechnical Engineer)
» Steve Lindquist
(Laboratory Manager)
» Thomas Morehead
(Laboratory Supervisor)
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3.7 | EXPERIENCE
3.7.8 EXCEPTIONS TO RFQ
Fenagh, Inc. dba Fenagh Engineering and Testing certifies that we take no exceptions to the requirements, terms, or conditions outlined in the Request for Qualifications (RFQ), including the Sample Agreement. Fenagh acknowledges full understanding of the RFQ provisions and agrees to comply with all applicable terms, specifications, and contract conditions as issued by the City of Vista and Buena Sanitation District.
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ATTACHMENTS
3.8.1 Geotechnical Report Including Boring Plats 17 - 36
3.8.2 Geotechnical Inspection/Compaction Report 37 - 43
3.8.3 Daily Field Report 44 - 45
3.8.4 Material Testing Reports 46 - 50
3.8.5 Shoring Design 51 - 54 ATTACHMENT | 3.8
EXAMPLES OF FIRM'S WORK PRODUCT
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ATTACHMENT | 3.8.1
GEOTECHNICAL REPORT
INCLUDING BORING PLATS
9474 CHESAPEAKE DR. SUITE 906 SAN DIEGO, CA | 858.427-2200 WWW.FENAGHENGINEERING.COM
PAVEMENT
INVESTIGATION
REPORT
PROJECT PREPARED FOR
CITY OF VISTA, PUBLIC WORKS
1165 E TAYLOR ST
VISTA, CA
PAVEMENT INVESTIGATION
E VISTA WAY AND MELROSE
VISTA, CA
REPORT NO.
7577-01
MAY 21, 2024
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ATTACHMENT | 3.8.1
GEOTECHNICAL REPORT
INCLUDING BORING PLATS
Report No. 7577-01
E Vista Way and Melrose Dr
Page ii of iv
WWW.FENAGHENGINEERING.COM
9474 Chesapeake Drive, Suite 905 San Diego, CA 92139 |O: 858- 427-2200 May 21, 2024
Mr. Chris Arce
Public Works Operations Manager
City of Vista
1165 E. Taylor St.
Vista, CA 92084
Subject: Pavement Investigation
E Vista Way (From E. Taylor St. to Townsite Dr.)
S. Melrose Dr. (From Lionshead Ave. to Shadowridge Dr.) Vista, California
Dear Mr. Arce:
Fenagh is pleased to present this report of our findings for the geotechnical investigation performed for the subject project located within the jurisdiction of the city of Vista, California. The purpose of our pavement investigation was to evaluate the existing surface conditions and provide recommendations for the rehabilitation of pavements. This investigation was performed in general accordance with our Proposal Number FP4316 dated October 11, 2023.
We appreciate the opportunity to be of service to you on this project. If you have any questions, comments, or require additional information, please call our office at (858) 427-2200.
Sincerely,
FENAGH ENGINEERING & TESTING, INC.
Luis R. Mondragon
Staff Engineer
Emil Rudolph, PE, GE
Principal Geotechnical Engineer
LRM:ER:TH:
Distribution: Chris Arce, [email protected]
Aldo Hernandez, [email protected]
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ATTACHMENT | 3.8.1
GEOTECHNICAL REPORT
INCLUDING BORING PLATS
Report No. 7577-01
E Vista Way and Melrose Dr
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TABLE OF CONTENTS
1 INTRODUCTION ................................................................................................................ 1
1.1 SITE AND PROJECT DESCRIPTION ........................................................................ 1
1.2 PURPOSE AND BACKGROUND .............................................................................. 1
1.3 SCOPE OF SERVICES .............................................................................................. 2 2 FIELD EXPLORATION ....................................................................................................... 2 3 SURFACE CONDITIONS ................................................................................................... 3
3.1 E. Vista Way .............................................................................................................. 3
3.2 S. Melrose Dr. ............................................................................................................ 4 4 CONCLUSIONS AND RECOMMENDATIONS ................................................................... 5
4.1 E. Vista Way .............................................................................................................. 5
4.2 S. Melrose Dr. ............................................................................................................ 5 5 QUALITY CONTROL DURING CONSTRUCTION ............................................................. 6 6 LIMITATIONS ..................................................................................................................... 6 7 REFERENCES ................................................................................................................... 7
Figures
Figure 1 Site Vicinity Map E. Vista Way
Figure 2 Site Vicinity Map S. Melrose Dr.
Figure 3 Subsurface Exploration Map (E. Vista Way)
Figure 4 Subsurface Exploration Map (S. Melrose Dr.)
Figure 5 Subsurface Exploration Map (Core 1, S. Melrose Dr.) Figure 6 Subsurface Exploration Map (Core 2, S. Melrose Dr.) Figure 7 Subsurface Exploration Map (Core 3, E. Vista Way) Figure 8 Subsurface Exploration Map (Core 4, E. Vista Way) Figure 9 Subsurface Exploration Map (Core 5, E. Vista Way) Figure 10 Subsurface Exploration Map (Core 6, S. Melrose Dr.)
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Report No. 7577-01
E Vista Way and Melrose Dr
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9474 Chesapeake Drive, Suite 905 San Diego, CA 92139 |O: 858- 427-2200
1 INTRODUCTION
1.1 SITE AND PROJECT DESCRIPTION
The project includes approximately 1-1/2 miles of E. Vista Way between E. Taylor Street and Townsite Dr. and approximately 2 miles of S. Melrose Dr. between Shadowridge Dr. and Lionshead Ave, located within the jurisdiction of the city of Vista. The asphalt concrete (AC) paved project alignment is shown in Figures 1 and 2. E. Vista Way between E. Taylor Street and Townsite Dr. is a four -lane arterial that primarily supports traffic between Fallbrook and State Route 78. The project site gently slopes down from north to south. Site elevations range between about 498 feet above mean sea level (ASML) in the vicinity of E. Taylor St. to about 382 feet (ASML) in the vicinity of Townsite Dr. S. Melrose Dr . Between Shadowridge Dr. and Lionshead Ave, E. Vista Way is a six -lane arterial supporting industrial, commercial and residential developments. The roadway has various slopes along the alignment generally less than 5%.
1.2 PURPOSE AND BACKGROUND
Fenagh Engineering and Testing, Inc. (Fenagh) was contracted to evaluate roadway conditions subject to ongoing patching rehabilitations. The alignment is a concern of the city due to premature pavement distress. We understand that the northern portions of the alignment (E. Vista Way) have been subject to a repeated need for shallow patching after a slurry seal treatment about 2 to 3 years ago (Photo 1). Based on our site walk, the slurry seal is delaminating into micro-potholes and exposing the asphalt base course beneath (Photo 2). Various methods of patching these features has had limited success, as the features continue to reappear in nearby locations. Notably, after rainfall has passed, these features continue to bleed/seep water. In the southern portion of the alignment (S. Melrose Dr.), the pavement is reportedly prematurely failing in longitudinal ecracks, particularly along single wheelpaths (Photo 3). This report presents the results of our observations and field explorations, our opinion of the likely cause of the distress, and general recommendations for pavement rehabilitation. .
Photo 1 - E. Vista Way patching typ. Photo 2 - E. Vista Way "potholes" Photo 3 - S. Melrose Dr. distress typ.
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Report No. 7577-01
E Vista Way and Melrose Dr
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1.3 SCOPE OF SERVICES
The purpose of our investigation was to evaluate the existing pavement section conditions along the project alignment, complete a field exploration program to evaluate existing conditions, and to develop conclusions and recommendations regarding the appropriate pavement rehabilitation alternatives. The scope of work performed by Fenagh consisted of the following:
• Attend the project design kick-off meeting;
• Perform a f ield assessment of the project alignment to observe types of pavement distress;
• Obtain an encroachment permit from the city of Vista; • Core the existing pavement at six locations; and
• Perform engineering analysis to provide conclusions as to the cause of the distress and recommendations for rehabilitation of the pavement.
2 FIELD EXPLORATION
Our explorations were conducted on April 11, 2024 and April 12, 2024 and consisted of a visual reconnaissance of the alignment and coring the existing pavement at six locations to evaluate the existing condition of AC pavement. Fenagh representatives collected the core samples and transported them to our in- house geotechnical laboratory for evaluation and photo - documentation. The approximate location of the cores are presented on Figures 3 through 10.
Tables 1 and 2 present a summary of the core locations.
Table 1 – Summary of Approximate Core Locations: E .Vista Way Core Location Lane Direction/ Lane No.
C-3 19.5’ from face of Curb and 600’ North of Monte Mar Rd. North Bound / Lane #1 C-4 22.5’ from face of Curb and 100’ North from Oak Dr. South Bound / Lane #1 C-5 12.5’ from face of Curb and 50’ South of Vale Terrace Dr.
North Bound / Lane #1
Table 2 – Summary of Approximate Core Locations: S. Melrose Dr.
Core Location Lane Direction / Lane No.
C-1 12’ from face of Curb and 70’ South of Clearwater Ridge North Bound / Lane #1 C-2 12’ from face of Curb and 1000’ North of Dawson Dr. North Bound / Lane #1 C-6 16.5’ from face of Curb and 300’ South of Faraday Ave. South Bound / Lane #1
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Report No. 7577-01
E Vista Way and Melrose Dr
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3 SURFACE CONDITIONS
A wide variety of low to high severity pavement distress was observed in the northbound and southbound lanes along both the E. Vista Way and Melrose Dr. alignments . Our observations along each roadway alignment are discussed further below.
3.1 E. Vista Way
The AC pavement thickness encountered in our cores averaged 8 -3/4 inches. The cored pavement section consisted of a slurry seal over a 2 to 2 -1/2 inch thick overlay. The slurry seal was sound and adhered to the underlying asphalt concrete. The overlay was underlain by pavement interlayer reinforcement fabric in two of the three cores. The surface of the wearing course (or base course) beneath the overlay was deteriorated in one of the three cores, indicating lack of complete milling prior to overlay. The existing pavement structural sections at cored locations are presented in Table 3 and the core photos below.
The pavement distresses along the E. Vista Way alignment included light to moderate alligator cracks, light to moderate potholing and moderate rutting. Pavement distress addressed by this investigation was focused on the relatively small potholes developing in portions of the slurry seal.
The patching of the potholes and redevelopment is shown in Photo 1, detailed image of a representative pothole is shown in Photo 2, both images taken near Core C-3.
Table 3 – Summary of Surface Conditions: E. Vista Way
Core Location Base Course Overlay Asphalt Thickness
C-3 5-3/4” 2-1/2” 8-3/4”
C-4 7” 2-1/2” 9-1/2”
C-5 5-3/4” 2” 7-3/4”
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Report No. 7577-01
E Vista Way and Melrose Dr
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9474 Chesapeake Drive, Suite 905 San Diego, CA 92139 |O: 858- 427-2200
3.2 S. Melrose Dr.
The AC pavement thickness encountered in our cores averaged about 8 inches. The cored pavement section consisted of a slurry seal over a 2- 1/2 inch thick overlay. The slurry seal appeared sound and was adhered to the underlying asphalt concrete overlay. The overlay was underlain by pavement interlayer reinforcement fabric in two of the three cores. The surface of the wearing course (or base course) beneath the overlay was deteriorated in two of the three cores, indicating lack of complete milling prior to overlay. The existing pavement structural sections at the cored locations are presented in Table 4 and the core photos below.
The pavement distresses along the S. Melrose Dr. alignment included moderate transverse cracking, severe longitudinal cracking, joint failure, and light to moderate potholing with visible patch work along the wheelpath. However, we noted the longitudinal failure was in a single wheelpath (Photo 3, near core C-1).
Table 4 – Summary of Surface Conditions: S. Melrose Dr.
Core Location Base Course Overlay Asphalt Thickness
C-1 5-1/2” 2-1/2” 8”
C-2 5-1/2” 2-1/2” 8”
C-6 5-1/2” 2-1/4” 7-3/4”
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4 CONCLUSIONS AND RECOMMENDATIONS
We observed the site surface conditions and performed limited cores to evaluate the pavement distress, to provide an opinion on the cause of the distress , and to provide rehabilitation recommendations. Our discussion of our conclusions for each segment of the roadways is provided below, followed by our recommended rehabilitation. Rehabilitation can be a more cost- effective option from a life- cycle analysis standpoint for otherwise fair performing underlying pavement system. Please note that the recommended rehabilitation options are not anticipated to provide a 20-year design life because of the advanced distress of the pavement. To achieve a 20-year design life, it is our opinion that the overlay and pavement fabric would need to be removed, the base course pr operly milled, and a new overlay be installed throughout both roadway alignments.
4.1 E. Vista Way
In our opinion, the distress ( expressed as micro-potholes) is the result of loose, segregated asphalt concrete materials left in the overlay section prior to placement of the slurry seal. This is evident by the sporadic failure of the slurry surface treat ment and the exposure of raveling aggregate underneath. It is speculative that the water observed weeping from the micro-potholes after rain events is sourced from the permeable zone at the deteriorated interface between the overlay and underlying wearing course.
Methods for preserving the slurry seal layer from the micro -pothole distress are not known.
Instead, patch repair of the potholes should consider milling the potentially raveling overlay thickness (on the order of 2-1/2 inches) and replacing with ¾”-graded hot mix asphalt. To restore the surface to a condition where maintenance patching is not needed would require the removal and replacement of the overlay. A test program may be selected to monitor the performance of the recommended rehabilitation prior to full street rehabilitation.
4.2 S. Melrose Dr.
In our opinion, the distress (expressed as longitudinal cracking and wheelpath failure) is the result of poor hot mat density (compaction) at the confined longitudinal joint (see illustration b elow).
Poor density can occur from too little material delivered to the edge of the hopper during placement causing a trough, or from poorly selected rolling patterns.
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The poor performance of this feature is exacerbated by not only its lower density, but its location.
Since mat joints are located in a wheelpath (rather than on the stripe) in many cases on the alignment, the j oints receive high traffic demand. Also, if the crack observed in Core C -2 is interpreted as a joint, it suggests joints overlapped between construction lifts rather than offset as good practice. Additionally, it does not appear that the joints were tacked during construction.
Although Greenbook does not specify the quality assurance of joint construction, it is generally understood that joints with less than 2 percent compaction compared to the adjacent mat perform poorly. Although our limited evaluation did not test the compaction of the joint, further coring and testing could be performed to establish a detailed analysis of the joint construction. Nevertheless, it is clear that rehabilitation of the joint is needed to maintain the performance of the mat.
Due to the degree of distress now present in the joint including potholing, treatment of the joint by joint repair methods such as mastic are not considered feasible. Rehabilitation by milling the former joint to the depth of the former overlay (i.e., 2-1/2 inches) is recommended. Based on our observations, the width of the milling might be the narrowest practical width, but not less than 3 feet. Due to the presence of a full depth crack in Core C -2, consideration for an interlayer reinforcement fabric (PRI) such as Tensar Glass Grid 8501, Glass Grid 8511, or equivalent should be considered to reduce the reoccurrence interval for reflective cracking. The PRI manufacturer should be consulted for the selection of the most appropriate and cost -effective reinforcing product and whether a leveling course is recommended. A hot mix asphalt should be used to fill the milling, with careful construction control and tacking of the confined joint.
As an alternative to PRI and conventional AC overlay, we recommend using asphalt rubber and aggregate membrane (ARAM) (i.e., rubberized chip seal) overlain by rubberized hot mix asphalt, gap-graded (RHMA-G). The surface of ARAM should be thoroughly swept before placement of RHMA-G overlay.
5 QUALITY CONTROL DURING CONSTRUCTION
Fenagh should observe the construction and perform appropriate field and laboratory tests to evaluate the degree of compaction achieved and material characteristics. If unusual or unanticipated conditions are encountered, the presence of the materials engineer during construction will enable modification of recommendations on a timely basis. 6 LIMITATIONS
Fenagh should be advised of changes in the project scope so that the findings can be evaluated with respect to the revised plans. The findings in this report are valid as of the date of this report.
Changes in the condition of the site can occur with the passage of time, whether they are due to natural processes or work in this or adjacent areas. In addition, changes in the standards of ATTACHMENT | 3.8.1
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practice and government regulations can occur. Thus, the findings in this report could be invalidated wholly or in part by changes beyond our control. This report should not be relied upon after a period of two years without a review by us verifying the suitability of the findings to site conditions at that time.
In the performance of our professional services, we comply with that level of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encountered at the exploratory locations and that our data, interpretations, and findings are based solely on the information obtained by us. We will be responsible for those data, interpretations, and findings, but will not be responsible for interpretations by others of the information developed.
Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings.
7 REFERENCES
Buncher, M. and Rosenberger, C, 2012, “Best Practices for Constructing and Specifying Longitudinal Joints,” Final Report, Asphalt Institute and Federal Highway Administration, Dated July 1.
California Department of Transportation (Caltrans), 2007, “Maintenance Technical Advisory Guide (MTAG), Volume I, Flexible Pavement Preservation, 2nd Edition, Chapter 8, Slurry Seals,” dated October 24.
California Department of Transportation (Caltrans), 2018, “Standard Specifications.” California Department of Transportation (Caltrans), 2020, “Highway Design Manual.” Public Works Standards, Inc., 2018, “Greenbook: Standard Specifications for Public Works Construction.”
Roberts F.L., Kandhal P.S., Brown E.R., Lee D -Y., and T.W. Kennedy, 2009, “Hot Mix Asphalt Materials, Mixture Design, and Construction,” Third Edition, National Asphalt Paving Association Education Foundation. Lanham, MD
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1 SITE VICINITY MAP
E. VISTA WAY STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
J7577
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Figure:
SCALE (feet)
NOTE: All locations are approximate.
N
1000 20000
PROJECT SITE
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2 SITE VICINITY MAP
S. MELROSE DR. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
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Figure:
SCALE (feet)
NOTE: All locations are approximate.
N
1000 20000
PROJECT SITE
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3 SURFACE EXPLORATION MAP
E. VISTA WAY STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
J7577
LM
Figure:
SCALE (feet)
NOTE: All locations are approximate.
N
1000 20000
Location of CoringC-3
LEGEND:
Project Site
C-5
C-4
C-3
FIGURE 8
FIGURE 9
FIGURE 7
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4 SURFACE EXPLORATION MAP
S. MELROSE DR. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
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Figure:
SCALE (feet)
NOTE: All locations are approximate.
N
1000 20000
FIGURE 5
FIGURE 6
FIGURE 10
C-1
C-2
C-6
Location of CoringC-6
LEGEND:
Project Site
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5 SURFACE EXPLORATION MAP (CORE �)
S.MELROSE DR. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
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Figure:
S. MELROSE DR.
C-1
SCALE (feet)
NOTE: All locations are approximate.
N
50 1000
LEGEND:
Project Site
C-1
Location of Coring
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6 SURFACE EXPLORATION MAP (CORE �)
S.MELROSE DR. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
J7577
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Figure:
S. MELROSE DR.
C-2
SCALE (feet)
NOTE: All locations are approximate.
N
�0 ��00
LEGEND:
Project Site
C-2
Location of Coring
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7 SURFACE EXPLORATION MAP (CORE 3)
E. VISTA WAY. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
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Figure:
E. VISTA WAY
C-3
SCALE (feet)
NOTE: All locations are approximate.
N
50 1000
LEGEND:
Project Site
C-3
Location of Coring
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8 SURFACE EXPLORATION MAP (CORE 4)
E. VISTA WAY. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
J7577
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Figure:
E. VISTA WAY
C-4
SCALE (feet)
NOTE: All locations are approximate.
N
50 1000
LEGEND:
Project Site
C-4
Location of Coring
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9 SURFACE EXPLORATION MAP (CORE 5)
E. VISTA WAY. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
J7577
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Figure:
E. VISTA WAY
C-5
SCALE (feet)
NOTE: All locations are approximate.
N
50 1000
LEGEND:
Project Site
C-5
Location of Coring
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10 SURFACE EXPLORATION MAP (CORE 6)
S.MELROSE DR. STREET REHAB
VISTA, CALIFORNIA
Date:
Job No.:
By:
5/2024
J7577
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Figure:
S. MELROSE DR.
C-6
SCALE (feet)
NOTE: All locations are approximate.
N
�0 1000
LEGEND:
Project Site
C-6
Location of Coring
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ATTACHMENT | 3.8.2
GEOTECHNICAL INSPECTION/
COMPACTION REPORT
9474 Chesapeake Drive, Suite 906, San Diego, CA 92123 – (858) 427-2200 www.fenaghengineering.com
July 19, 2024 Report No.: J7408-01
SDG&E
c/o Mr. Michael Jones
Cordoba Corporation
2321 Rosecrans Avenue
El Segundo, CA 90245
Subject: Summary of Geotechnical Observations & Compaction Testing 19-105 SDGE Metro C&O Storage Yard Pavement (SDGE #2019-000105) Beach Cities C&O Bldg 01 OGW
735 33rd Street
San Diego, CA
References: Atlas ( 2021), Geotechnical Pavement Investigation, Metro Pavement Replacement, SDG&E Project Number 19- 0105, 735 33rd Street, San Diego, California. Report No. 200254N.29-01 dated August 13.
Atlas (2022), Infiltration Feasibility Letter , Metro Pavement Replacement 2019-105, 701 A 33
rd Street, San Diego, California. Report No.
200254N.29-02R dated March 25.
Dear Mr. Jones,
In accordance with your request Fenagh Engineering and Testing, Inc. (Fenagh) has prepared this letter to present the results of field and laboratory testing performed during earthwork and paving for the site improvements for the subject project. Our services documented in this letter were performed between December 13, 2023 and June 17, 2024.
PROJECT DESCRIPTION
The project site consists of an SDG&E construction and operations facility located at 735 33rd Street in San Diego, California. The project consists of a new concrete paving, storm drain utility pipelines, a modular stormwater detention system (“urban pond”) approximately 66 feet by 25 feet in dimension and 4 feet deep buried under pavements, and a buried modular wetland stormwater vault approximately 5 feet deep.
FIELD OBSERVATIONS AND LABORATORY TESTS
A representative of Fenagh performed periodic field observations and compaction testing during the subgrade preparation. Field density (compaction) tests were performed in accordance with ASTM D6938 (nuclear gauge). Table 1 presents the compaction test results.
Laboratory maximum dry density and optimum moisture content tests were performed on soil samples in accordance with ASTM D1557. The results of these tests, presented in Table 2, were used in conjunction with the field density tests to evaluate the degree of relative compaction of the tested material.
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ATTACHMENT | 3.8.2
GEOTECHNICAL INSPECTION/
COMPACTION REPORT
Report No. 7408-01
SDGE Metro C&O Storage Yard Pavement
9474 Chesapeake Drive, Suite 906, San Diego, CA 92123 – (858) 427-2200 www.fenaghengineering.com
SITE IMPROVEMENTS
Utility Trench Backfill
Typically, the soil generated from excavations for the trenches was used as backfill. The backfill material was placed in relatively thin lifts, moisture conditioned and compacted to at least 90% and/or 95% (as specified) relative compaction. Compaction was achieved primarily by means of an excavator mounted sheepsfoot compaction wheel, smooth drum roller and jumping jack. The utilities included storm drain.
Vaults
We performed observation and testing of the backfill soils retained by modular wetlands . The backfill was placed in relatively thin lifts, moisture conditioned to near optimum moisture content and compacted until field test s indicated 95% or more relative compaction. Compaction was achieved by various equipment.
Subgrade
Subgrade preparation for pavement subgrade consisted of evaluating the exposed subgrade.
Where firm conditions were encountered, the contractor scarified the upper 1 foot, moisture conditioning the surficial soils and compacted to at least 95% relative compaction. In areas where subgrade conditions exposed unsuitable pumping materials during proofroll or probing, existing fill material within 1 to 1-1/2 foot of the proposed finished subgrade surface was excavated and replaced with compacted aggregate base . Where the subgrade continued to be unsuitable, the subgrade was generally replaced with geogrid and aggregate base to support the paving equipment.
CONCLUSION
Based on our field observations and in- place density testing during the site improvements, it is our opinion that the grading preparation for the fill and improvements are in general conformance with the recommendations presented in the referenced geotechnical report and referenced drawings. Therefore, the site is considered suitable for the planned development.
LIMITATIONS
The conclusions presented herein are based on the locally accepted geotechnical engineering and earthwork testing practiced in the vicinity of the project at the dates shown. This certification constitutes an expression of professional opinion regarding the facts contained herein, and does not constitute a warranty, express or implied. The observations and testing were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the specifications and building code.
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Page | 39
ATTACHMENT | 3.8.2
GEOTECHNICAL INSPECTION/
COMPACTION REPORT
Report No. 7408-01
SDGE Metro C&O Storage Yard Pavement
9474 Chesapeake Drive, Suite 906, San Diego, CA 92123 – (858) 427-2200 www.fenaghengineering.com
Fenagh appreciates the opportunity to be of service to the client. If additional information is needed or additional discussion warranted, please do not hesitate to contact the undersigned.
Sincerely,
FENAGH ENGINEERING & TESTING, INC.
Emil Rudolph, PE, GE Thomas “Higgy” Higginbotham
Principal Geotechnical Engineer Operations Manager
ER:
Attachment: Table 1 - Compaction Test Results
Table 2 – Laboratory Test Results
Soil Compaction Map
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Page | 40
ATTACHMENT | 3.8.2
GEOTECHNICAL INSPECTION/
COMPACTION REPORT
Table 1 - Compaction Test Results
ASTM D6938: Nuclear Method
Project #7408-01 - SDGE Metro Yard
735 33rd St
San Diego, CA
Test No. Date Tech Test Location Retest
(Y/N)
Probe Depth
(in)
Test
Elevation/Depth
(ft)
Ref Curve Used Test Dry
Density (pcf)
Test
Moisture
(%)
% Compaction Specified
Compaction Result (pass/fail)
1 12/13/23 TM Phase 1 Drive Isle East Side Subgrade N 8 SG #1a 124.3 12.3 97 95 Pass 2 12/13/23 TM Phase 1 Drive Isle East Side Subgrade N 8 SG #1a 125.1 11.0 98 95 Pass 3 12/13/23 TM Phase 1 Drive Isle East Side Subgrade N 8 SG #1a 123.9 11.9 97 95 Pass 4 12/14/23 TM Phase 1 Drive Isle South Side Subgrade N 8 SG #1a 124.1 10.6 97 95 Pass 5 12/14/23 TM Phase 1 Drive Isle South Side Subgrade N 8 SG #1a 125.6 11.3 98 95 Pass 6 12/14/23 TM Phase 1 Drive Isle South Side Subgrade N 8 SG #1a 124.9 10.8 98 95 Pass 7 12/15/23 TM Phase 1 Drive Isle South Base Section N BS FB #2 134.8 7.3 93 95 Fail, Retest Required 8 12/15/23 TM Phase 1 Drive Isle South Base Section N BS FB #2 135.2 6.8 93 95 Fail, Retest Required 9 12/15/23 TM Phase 1 Drive Isle South Base Section N BS FB #2 134.3 7.6 93 95 Fail, Retest Required 10 12/18/23 TM SE of Electrical Box at Phase 1 Drive Isle N BS FB #2 133.7 6.9 92 95 Fail, Retest Required 11 12/18/23 TM SW of Electrical Box at Phase 1 Drive Isle N BS FB #2 133.0 7.4 92 95 Fail, Retest Required RT 10 12/20/23 TM SE of Electrical Box at Phase 1 Drive Isle Y BS FB #2 139.1 6.9 96 95 Pass RT 11 12/20/23 TM SW of Electrical Box at Phase 1 Drive Isle Y BS FB #2 138.4 7.3 95 95 Pass RT 7 12/20/23 TM East Side of Phase 1 Drive Isle Y BS FB #2 138.2 7.2 95 95 Pass RT 8 12/20/23 TM East Side of Phase 1 Drive Isle Y BS FB #2 137.9 7.7 95 95 Pass RT 9 12/20/23 TM East Side of Phase 1 Drive Isle Y BS FB #2 138.8 7.0 96 95 Pass 12 12/28/23 TM South/SE Side of Phase 1 Drive Isle N BS FB #2 138.7 6.7 96 95 Pass 13 12/28/23 TM South/SE Side of Phase 1 Drive Isle N BS FB #2 140.1 7.5 97 95 Pass 14 12/28/23 TM South Side of Phase 1 Drive Isle N BS FB #2 139.3 7.0 96 95 Pass 15 12/28/23 TM South Side of Phase 1 Drive Isle N BS FB #2 138.5 7.3 95 95 Pass 16 01/09/24 DR SW Section of Proposed Drive N BS FB #2 141.6 5.1 98 95 Pass 17 01/09/24 DR SW Section of Drive Aisle, 10' from N Edge of Pavement N BS FB #2 140.2 4.8 97 95 Pass 18 01/09/24 DR SW Section of Drive Aisle, W Side N BS FB #2 138.9 4.2 96 95 Pass 19 01/09/24 DR SW Section of Drive Aisle, E Side N BS FB #2 142.0 5.8 98 95 Pass 20 01/26/24 JH East side of aisle 15 ft from end N 8 SG #1 115.6 9.2 97 95 Pass 21 01/26/24 JH East to west aisle at @100 ft moving west N 8 SG #1 114.8 10.2 97 95 Pass 22 01/26/24 JH West end aisle 2 N 8 SG #1 113.9 9.2 96 95 Pass 23 01/26/24 JH Middle of aisle 2 N 8 SG #1 117.2 10.1 98 95 Pass 24 01/26/24 JH East end aisle 2 N 8 SG #1 115.3 9.3 97 95 Pass 25 01/26/24 JH Backside middle N 8 SG #1 117.0 10.6 98 95 Pass 26 01/27/24 AD Middle Isle N 4 FB #2 137.1 4.9 95 95 Pass 27 01/27/24 AD Middle Isle N 4 FB #2 137.9 4.4 95 95 Pass 28 01/27/24 AD Middle Isle N 4 FB #2 138.1 6.1 95 95 Pass 29 01/27/24 AD Pit Excavation N 6 FB #2 137.6 5.6 95 95 Pass 30 01/27/24 AD Pit Excavation N 6 -0.5' FB #2 138.9 6.1 96 95 Pass 31 01/27/24 AD NE Side of Storage Area N 4 FB #2 139.9 5.5 96 95 Pass 32 01/27/24 AD NE Side of Storage Area N 4 FB #2 137.1 6.3 95 95 Pass 33 01/27/24 AD NE Side of Storage Area N 4 FB #2 137.4 5.9 95 95 Pass 34 01/29/24 JH West drive aisle 15 ft N 6 FB #2 139.8 4.8 96 95 Pass 35 01/29/24 JH West drive aisle 40 ft N 6 FB #2 137.9 5.3 95 95 Pass 36 02/12/24 DR SE Section of Urban Pond Bottom N 8 49 #3 130.8 7.5 95 95 Pass 37 02/12/24 DR Middle of Urban Pond Bottom N 8 49.5 #3 132.0 7.3 96 95 Pass 38 02/12/24 DR SW Section N 8 50 #3 131.4 7.7 96 95 Pass 39 02/12/24 DR Middle Section N 8 50 #3 130.3 6.5 95 95 Pass 40 02/15/24 DR Urban Pond, NE Section N 8 50 #3 130.5 4.9 95 95 Pass 41 02/15/24 DR Urban Pond, NW Section N 8 50 #3 131.6 5.8 96 95 Pass 42 03/15/24 TM 18” Storm Drain North of Urban Pond N 8 -1.5' FG #1 114.4 12.8 96 95 Pass 43 03/15/24 TM Urban Pond South End N 8 -2' FG #2 138.7 5.8 96 95 Pass 44 03/15/24 TM Urban Pond West Middle N 8 -2' FG #2 137.3 6.0 95 95 Pass 45 03/15/24 TM Urban Pond NE Corner N 8 -2' FG #2 139.1 5.4 96 95 Pass 46 03/18/24 TM Drive Isle 3 N 8 SG #1 115.2 11.2 97 95 Pass
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ATTACHMENT | 3.8.2
GEOTECHNICAL INSPECTION/
COMPACTION REPORT
Table 1 - Compaction Test Results
ASTM D6938: Nuclear Method
Project #7408-01 - SDGE Metro Yard
735 33rd St
San Diego, CA
Test No. Date Tech Test Location Retest
(Y/N)
Probe Depth
(in)
Test
Elevation/Depth
(ft)
Ref Curve Used Test Dry
Density (pcf)
Test
Moisture
(%)
% Compaction Specified
Compaction Result (pass/fail)
47 03/18/24 TM Drive Isle 3 N 8 SG #1 114.6 12.8 96 95 Pass 48 03/18/24 TM Drive Isle 1 N 8 SG #1 114.3 12.0 96 95 Pass 49 03/18/24 TM Drive Isle 1 N 8 SG #1 115.1 11.6 97 95 Pass 50 03/18/24 TM Urban Pond Subgrade N 8 SG #2 137.8 7.2 95 95 Pass 51 03/18/24 TM Urban Pond Subgrade N 8 SG #2 139.3 7.8 96 95 Pass 52 03/18/24 TM 18” Storm Drain N 8 -2' SG #1 115.4 12.9 97 95 Pass 53 03/18/24 TM 18” Storm Drain Box N 8 -2' SG #1 113.8 13.2 96 95 Pass 54 03/19/24 TM Area 2 Drive Isle 1 N 4 FB #2 139.1 5.7 96 95 Pass 55 03/19/24 TM Area 2 Drive Isle 1 N 4 FB #2 137.9 6.1 95 95 Pass 56 03/19/24 TM Area 2 Main Drive Isle South End N 4 FB #2 138.6 6.6 96 95 Pass 57 03/19/24 TM Pavement SG North of Urban Pond N 8 SG #1 113.6 10.4 96 95 Pass 58 03/19/24 TM Pavement SG North of Urban Pond N 8 SG #1 114.2 9.9 96 95 Pass 59 03/19/24 TM Area 2 Drive Isle 3 N 4 FB #2 138.5 7.2 96 95 Pass 60 03/19/24 TM Area 2 Drive Isle 3 N 4 FB #2 140.1 6.5 97 95 Pass 61 03/20/24 TM Pavement SG East of Wetlands Box N 8 SG #2 137.6 5.4 95 95 Pass 62 03/20/24 TM Pavement SG West of Storm Drain Box N 8 SG #1 114.7 10.3 96 95 Pass 63 03/26/24 TM Area 3 Class II Base at Urban Pond N 4 FB #2 138.9 5.4 96 95 Pass 64 03/26/24 TM Area 3 Class II Base at Urban Pond N 4 FB #2 139.6 6.2 96 95 Pass 65 03/26/24 TM Area 1 Class II Base at Wetland Box N 4 FB #2 137.8 6.9 95 95 Pass 66 05/07/24 TM Drive Isle 2, East Middle Edge N 8 SG #1 114.4 11.9 96 95 Pass 67 05/07/24 TM Drive Isle 2, East Middle Edge N 8 SG #1 113.7 12.4 96 95 Pass 68 05/07/24 TM Drive Isle 2, NE Corner N 8 SG #1 113.1 13.3 95 95 Pass 69 05/09/24 TM Drive Isle 2 North Side Western Edge N 8 SG #4 131.0 8.3 95 95 Pass 70 05/09/24 TM Drive Isle 2 South Side Western Edge N 8 SG #4 131.9 8.0 96 95 Pass 71 05/09/24 TM Drive Isle 2 Middle N 8 SG #4 131.4 7.8 95 95 Pass 72 05/09/24 TM Drive Isle 2 North N 4 FB #4 132.4 8.6 96 95 Pass 73 05/09/24 TM Drive Isle 2 North Middle N 4 FB #4 132.8 9.0 97 95 Pass 74 05/09/24 TM Drive Isle 2 South Middle N 4 FB #4 133.0 8.7 97 95 Pass 75 05/09/24 TM Drive Isle 2 South N 4 FB #2 132.6 9.2 96 95 Pass 76 05/29/24 ME Rectangular hole near water pipes N 6 -4' FG #1 113.1 13.8 95 90 Pass 77 05/29/24 ME Rectangular hole near water pipes N 6 -3.5' FG #1 112.4 10.0 95 90 Pass 78 05/29/24 ME Rectangular hole near water pipes N 6 -3' FG #1 114.5 11.3 96 90 Pass 79 05/29/24 ME Rectangular hole near water pipes N 6 -2.5' FG #2 138.1 7.4 95 90 Pass 80 05/29/24 ME Rectangular hole near water pipes N 6 -2' FG #2 139.5 5.8 96 90 Pass 81 05/29/24 ME Rectangular hole near water pipes N 6 -1.5' FG #2 138.6 6.4 96 90 Pass 82 05/30/24 AD Storage Yard N 6 FG #2 137.1 6.1 95 95 Pass 83 05/30/24 AD Storage Yard N 6 FG #2 138.5 6.4 96 95 Pass 84 05/30/24 AD Storage Yard N 6 FG #2 137.6 5.7 95 95 Pass 85 05/30/24 AD Storage Yard N 4 -1' FG #2 139.6 6.8 96 95 Pass 86 05/30/24 AD Storage Yard N 4 -0.5' FG #2 139.9 5.9 96 95 Pass 87 05/30/24 AD Storage Yard N 4 FG #2 138.6 6.3 96 95 Pass 88 06/14/24 AD Storage Yard N 6 FG #2 141.2 6.1 97 95 Pass 89 06/14/24 AD Storage Yard N 6 FG #2 139.4 5.9 96 95 Pass 90 06/14/24 AD Storage Yard N 6 FG #2 138.6 6.1 96 95 Pass 91 06/14/24 AD Storage Yard N 4 SG #2 137.8 5.7 95 95 Pass 92 06/14/24 AD Storage Yard N 4 SG #2 137.2 5.9 95 95 Pass 93 06/17/24 AD Storage Yard N 6 FG #2 142.6 6.1 98 95 Pass 94 06/17/24 AD Storage Yard N 6 SG #2 141.7 5.9 98 95 Pass 95 06/17/24 AD Storage Yard N 6 SG #2 139.4 6.1 96 95 Pass 96 06/17/24 AD Storage Yard N 4 FG #2 138.6 5.7 96 95 Pass 97 06/17/24 AD Storage Yard N 4 FG #2 137.9 5.9 95 95 Pass
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Page | 42
ATTACHMENT | 3.8.2
GEOTECHNICAL INSPECTION/
COMPACTION REPORT
Table 2 - Laboratory Test Results Project #7408-01 - SDGE Metro Yard 735 33rd St
San Diego, CA
#1 35184
#1a 35184
#2 35218
#3 Vulcan Plant #
#4 Vulcan Plant # 137.69.5
Aggregate Base 6.1 145.0
Aggregate Base, Grey 9.3 137.5
Proctor ID
ASTM D1557: Maximum Density and Optimum Moisture
CLAYEY SAND (25% Rock Correction) 8.4 127.9
CLAYEY SAND
Maximum Density , (pcf)
118.9
Soil Description Lab Log No.:
Grey Class II Base
Optimum Moisture (%)
10.9 12/09/2025
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ATTACHMENT | 3.8.2
GEOTECHNICAL INSPECTION/
COMPACTION REPORT
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Page | 44
ATTACHMENT | 3.8.3 DAILY FIELD
REPORT
TESTING
INSPECTION
ENGINEERING
Soils Compaction
FET Project #: 6905
Project Name: Pilgrim Creek Lift Station Improvements
Inspection Address: 855 Douglas Drive, Oceanside, CA, 91321 Fenagh Representative: Thomas Morehead
Inspection Location: 855 W. Douglas Drive, Oceanside
Subcontractor: GSE-Jeff/Gamma
Pg. 1 of 1
January 17, 2024
Time In: 06:00 Time Out: 08:00
DFR ID: 100653
Weather: Cloudy
Temperature: 56°F
Permit No. :
Inspection Request no. : 024
Plans Dated: 12/07/2021
Conformance:
The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship.
Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below.
Reviewed by:
Thomas Morehead
Inspector
01-17-2024
Date
Emil Rudolph
Managing Engineer
01-22-2024
Date
9474 Chesapeake Dr, Suite 906, San Diego CA 92123 | (858) 427-2200 Seattle | Arizona | Texas
New England | New York | Miami
Thomas Morehead reported to Jimmy with Z and K Consulting at the jobsite. Performed soils compaction testing. No samples taken.
Density Std (DS):
1313
Moisture Std (MS):
507
Specified Compaction:
95 Soils Report prepared by:
CTE
Source of Fill:
Native: Greenish Grey
Silty Sand with Gravel
General Location of Fill:
Gravity Sewer Trench at
Douglas Blvd at Main
Entrance
Nuclear Gauge:
Troxler 3411-B 8871
calibration expiration date
04/21/24
Soils Report Dated:
09/30/2019
Results Reported to:
Jimmy with Z and K
Consulting
Description of material Reference
CurveID Lab Log ID Max Dry
Density(pcf)
Optimum
Moisture
dark gray/green, silty clay w/trace gravel
(Existing) A 27859 126.7 9.90
dark greenish gray, silty sand(DG) w/trace
clay & gravel (Existing) B 28019 129.6 9.40
Grey Recycled Class II Base C Converse
Consultants 118.0 14.0
Test# Test Location
Probe
Depth
(in)
Test
Elev.
(ft)
Ref.
Curve
Used
Test Dry
Density
(lbs/cu. ft.)
Test
Moisture (%)
Compaction
(95)
(%)
Comments
100 Drive Approach at
Entrance 8 SG B 124.6 8.8 96 Pass
101 Drive Approach Gutter
at Entrance 8 SG B 122.7 9.0 95 Pass
Additional Notes: On site as scheduled to test and document drive approach subgrade at main entrance. Subgrade was prepared prior to my arrival. Area was probed and found firm and unyielding, in place density test found minimum results of.95% R/C meeting project specifications,
Referenced Details: Project Specifications
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Page | 45
ATTACHMENT | 3.8.3 DAILY FIELD
REPORT
TESTING
INSPECTION
ENGINEERING
Project No: 6905
Project Name: Pilgrim Creek Lift Station Improvements
Project Location: 855 Douglas Drive, Oceanside, CA, 91321 Fenagh Representative: Thomas Morehead
January 17, 2024
Permit No. :
Inspection Request no. : 024
Photo1:
Photo2:
9474 Chesapeake Dr, Suite 906, San Diego CA 92123 | (858) 427-2200 Seattle | Arizona | Texas
New England | New York | Miami
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Page | 46
ATTACHMENT | 3.8.4 MATERIAL
TESTING REPORTS
TESTING
INSPECTION
ENGINEERING
San Diego Lab: 9474 Chesapeake Drive, Suite 906, San Diego, CA 92123
Soils Test Report
Project Name: UCSD 5511 RWNLLN - Site Place of Sampling : Stockpile Permit No.:
Project No.:7092 - 5 Sampled by: David Reid Report Date: 01/24/2024 Client: The University of California, San Diego Date of Sampling: 01/04/2024 Lab Log No.: 35760
Reviewed by: Emil Rudolph, Managing
Engineer
01/24/2024
Date
ASTM Standards Used: Unless otherwise noted ASTM D-1557, C-136, D4318, D2216, D1140,Method-C Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 1 of 1
Max Density
126.4 pcf @ 9.8%
As Received Moisture
9.1%
Source
Import: West Coast Sand and
Gravel
Color
Olive
Description
Gravelly Silty Sand
Specific Gravity
2.70 Estimated
Date Received: 01/04/2024
Date Tested: 01/23/2024
Tested by: Delgado
Desc of Rammer: Manual
Material: Aggregate Base
Preparation Method: Moist
Oversized Material: Percent of: 15.0 ;Specific Gravity:
2.70;Percent Moisture: 0.0
Remarks: Received Sample Condition: Acceptable and/or Satisfactory 12/09/2025
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ATTACHMENT | 3.8.4 MATERIAL
TESTING REPORTS
Project Name: Fenagh Job No.
Project Location: Client:
Date Sampled: Sample Location:
Date Tested: Sampled by:
Lab Log: Description:
Measured Specified
Expansion Index (EI) 0 Expansion Index (EI) MAX
Molding Water Content (%) 8.5
**Final Water Content (%) 13.9
Comments
Expansion Index, EI Potential Expansion
0-20 Very Low
21-50 Low
51-90 Medium
91-130 High
>130 Very High
Tested by: Delgado / Reynoso Reviewed by: Emil Rudolph
Title: Lab Technician Title: Staff Engineer
Date: 4/24/2024 Date: 4/29/2024
Classification of Potentially Expansive Soil
Very Low / Nonexpansive
4/23/2024
4/25/2024
39409 Silty Sand w/ Trace Clay
7092
UCSD
Building E Level 1 Pad Grade
Adam Thomas
Expansion Index
Test Performed in General Accordance with
UCSD 5511
San Diego
ASTM D 4829
UBC 29-2
>ŝŵŝƚĂƚŝŽŶƐ
dĞƐƚŝŶŐƌĞƐƵůƚƐƉƌĞƐĞŶƚĞĚĂƌĞĨŽƌƐĂŵƉůĞƐĐŽůůĞĐƚĞĚďLJ&ĞŶĂŐŚƉĞƌƐŽŶŶĞůĂƚƚŚĞƚŝŵĞƐĂŶĚůŽĐĂƚŝŽŶ;ƐͿƐŚŽǁŶ͘ dĞƐƚŝŶŐǁĂƐƉĞƌĨŽƌŵĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂƉƉůŝĐĂďůĞƚĞƐƚŵĞƚŚŽĚƐďLJƋƵĂůŝĨŝĞĚƉĞƌƐŽŶŶĞů͘ WƵƌƐƵĂŶƚƚŽĂƉƉůŝĐĂďůĞďƵŝůĚŝŶŐĐŽĚĞƐĂŶĚͬŽƌƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ƚŚĞƌĞƐƵůƚƐƉƌĞƐĞŶƚĞĚŝŶƚŚŝƐƌĞƉŽƌƚĂƌĞĨŽƌƚŚĞŝƚĞŵƐůŝƐƚĞĚŚĞƌĞŝŶĂŶĚĨŽƌƚŚĞĞdžĐůƵƐŝǀĞƵƐĞŽĨ ƚŚĞůŝĞŶƚĂŶĚƚŚĞƌĞŐŝƐƚĞƌĞĚĚĞƐŝŐŶƉƌŽĨĞƐƐŝŽŶĂůŝŶƌĞƐƉŽŶƐŝďůĞĐŚĂƌŐĞ͘dŚĞƌĞƐƵůƚƐĂƉƉůLJŽŶůLJƚŽƚŚĞƐĂŵƉůĞƐƚĞƐƚĞĚĂŶĚĂƌĞŶŽƚƚŽďĞĐŽŶƐŝĚĞƌĞĚĂƐĂ ŐƵĂƌĂŶƚĞĞŽƌǁĂƌƌĂŶƚLJ͕ĞdžƉƌĞƐƐŽƌŝŵƉůŝĞĚ͘
Results Within Specification Limits
Results Outside Specification Limits
N/A
9070 Center Ave., Rancho Cucamonga, CA 91730 | (909) 587.6374 office 9474 Chesapeake Dr. Suite 906, San Diego, CA 92123 | (858) 427-2200 office 12/09/2025
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Page | 48
ATTACHMENT | 3.8.4 MATERIAL
TESTING REPORTS
TESTING
INSPECTION
ENGINEERING
San Diego Lab: 9474 Chesapeake Drive, Suite 906, San Diego, CA 92123
Atterberg Limits
Project Name: UCSD 5511 RWNLLN - Site Permit No.:
Location of Sampling:Building C Level 1 fill
Project No.:7092 - 5 Sampled by: Adam Thomas Report Date: 03/01/2024 Client: The University of California, San Diego Date of Sampling: 02/23/2024 Lab Log No.: 37327
Reviewed by: Emil Rudolph, Managing
Engineer
03/01/2024
Date
ASTM Standards Used: ASTM D4318
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 1 of 1
Description: Silty Sand
Liquid Limit: NP
Plastic Limit: NP
Plasticity Index: NP
#40 % retained: 10.5
Remarks: Received Sample Condition: Acceptable and/or
Satisfactory
Test Method (As Applicable): ASTM D4318
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ATTACHMENT | 3.8.4 MATERIAL
TESTING REPORTS
Spec.
Metric Stand.
Accum
Wt.
%
Retain
%
Pass
Accum
Wt.
%
Retain
%
Pass
Accum
Wt.
%
Retain % Pass
Accum
Wt.
%
Retain
%
Pass
150mm 6"
140mm 51/2"
125mm 5"
115mm 41/2"
100mm 4"
90mm 31/2"
75mm 3"
63mm 21/2"
50mm 2"
38.1mm 11/2"
25mm 1"
19mm 3/4" 0 0 100
12.5mm 1/2" 10 2 98
9.5mm 3/8" 28 5 95
4.75mm # 4 43 7 93
2.36mm # 8 53 9 91
1.18mm # 16 62 11 89
600um # 30 93 16 84
300um # 50 290 50 50
150um # 100 401 69 31
75um # 200 437.4 75.0 24.9
JOB NAME: JOB NUMBER:
DATE SAMPLED: SAMPLED BY:
LOCATION:
SIEVE ANALYSIS ASTM C136/CTM 202
FENAGH ENGINEERING AND TESTING, LLC
9474 Chesapeake Dr.,Suite 906 San Diego, CA 92123 (858) 427-2200 LAB NUMBER:
UCSD-RWLNNL
8/11/2023
Building A Fill-Sample #4
7092
Adam Thomas
31079
582.8
silty sand w/trace
gravel
WT.
Type Material
8/14/2023DATE RECEIVED:
12/09/2025
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
Page | 50
ATTACHMENT | 3.8.4 MATERIAL
TESTING REPORTS
TESTING
INSPECTION
ENGINEERING
Rancho Cucamonga Lab: 9070 Center Ave, Rancho
Cucamonga, CA 91730
Field Number: 4 CLSM Compression - D4832 - (ASTM)
Project Name: GARDEN GROVE CIVIC CENTER
POLICE HEADQUARTERS & PARKING
STRUCTURE
Permit # : 2024-05183
Project No.:7954 Sampled by: Mario Santamaria Report Date: 11/15/2024 Client: EDGEMOOR INFRASTRUCTURE & REAL
ESTATE
Date of Sampling: 10/18/2024 Lab Log No.: 46607 (C-2261) Reviewed by: Luis Mondragon, Staff
Engineer
11/15/2024
Date
ASTM Standards Used: Unless noted, material was sampled and tested in accordance with ASTM C172, C31, C143, C231, C470, C511, C1077, C1231,C1064, C138 and E4. Compressive strength tests per ASTM C39.
Testing was performed by qualifed personnel in accordance with generally accepted industry practice, material testing consultants procedures and the above reference standards. This report is applicable only to the items listed herein. The test performed and in this report are not intended to be considered as any guarantee or warranty of suitability for service or fitness of use of items tested and it should not be relied on as such. The report has been prepared for the exclusive use of the client and any partial or whole reproduction without the consent of the client is prohibited.
Pg. 1 of 1
Information provided by Field Technician
Mix #: Supplier: Robertson's Ready Mix Contractor: Keller Set: 1 of 1 Truck #: 23018 Design Strength (psi): 500 @28 days Ticket#: 1092058 Sample Material/Shape: ASTM D4832 CLSM Compression Type of Structure: Piers Location: Onsite
Location for overall pour: Subgrade Pier at PA/P10
Location when sampled: SP 1
Concrete Quality Actual Req'ment Actual Req'ment Actual Req'ment Mix Temperature (ºF): 70 50-90 Slump or Spread (in.): 7 N/A Unit Wt (pcf): N/A Air Temperature (ºF): 73 >40 Air Content (%): N/A N/A Time Sampled: 9:44 AM Aggregate Size (in): Sand N/A Batch Time: 8:58 AM Time in Truck: 46 minutes <90 Mins Information supplied by Laboratory Technician
Date Received: 10/21/2024 Technician that received: Miguel Alba Test #
Age of
Test
(Days)
Date Technician Diameter Length Area (in²) Cure Loc Ultimate Load (lbs)
Compressive
Strength (psi)
Type of
Fracture
A 3 10/21/2024 Miguel Alba 6.00 12.00 28.27 Lab 6,431 230 Type 2 B 5 10/23/2024 Juan Lomeli 6.00 12.00 28.27 Lab 7,782 280 Type 1 C 28 11/15/2024 Juan Lomeli 6.00 12.00 28.27 Lab 18,175 640 Type 3 D 28 11/15/2024 Juan Lomeli 6.00 12.00 28.27 Lab 18,032 640 Type 3
MEETS DESIGN STRENGTH
28 Day Avg.: 640 psi
Remarks: Received Sample Condition: Acceptable and/or Satisfactory 12/09/2025
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ATTACHMENT | 3.8.5 SHORING
DESIGN
TESTING
INSPECTION
ENGINEERING
Soils Observation
FET Project #: 6905
Project Name: Pilgrim Creek Lift Station Improvements
Inspection Address: 855 Douglas Drive, Oceanside, CA, 91321 Fenagh Representative: Emil Rudolph
Inspection Location: Job site
Subcontractor: GSE
Pg. 1 of 2
November 22, 2023
Time In: 09:30 Time Out: 13:30
DFR ID: 93684
Weather: Sunny
Temperature: 82°F
Permit No. :
9474 Chesapeake Dr, Suite 906, San Diego CA 92123 | (858) 427-2200 New England
Arizona
New York
Miami
Texas
Emil Rudolph reported to Jimmy and Jerimiah with MKA at the jobsite. Performed observation of earthwork activities. Observed shoring operations, surrounding improvements, ground cracking, and previous locations of temporary fill/slurry above settlement/subsidence in order to develop recommendations for soil settlement mitigation. Also visited the soil stockpile laydown yard offsite to assess the proposed site backfill materials. No samples taken.
Additional Notes: Discussed with contractor:
1. The condition of the stockpile soils are highly variable, including a concrete washout pit that has contributed to wet conditions.
But the soil types are generally silty sands suitable for backfill materials provided the moisture content meets the contract limits.
Some of the soils are in a wet condition, and would need to be dried. Other import materials are also available for use.
2. The ground surrounding the trench includes deep, disturbed soils from caving, temporarily-placed loose fill and steel plate that needs to be removed prior to site backfill. The Contractor proposed to backfill the ground outside the trench later. Since the trench continues to erode the surrounding ground, we take no exception to making backfill of the trench priority. It is understood that disturbed and loose, temporarily-placed soils prevent the placement of backfill around the trench per contract.
Recommendations
Based on the documented piping and loss of materials adjacent to the trench bottom causing voids, significant settlement and other documented disturbance to depths of approximately the depth of the trench, a mitigation method is needed to restore the disturbed materials for the long term performance of the planned overlying fill and improvements. The approximate extent of the disturbance from the trench construction is shown in the attached.
We recommend that the zone of disturbed material (attached) be remediated for settlement potential. The contractor can select the method to accomplish the remediation. But we caution that removal of disturbed soils from the surface below the watertable elevation will cause a duplication of the previous issues that led to voids and settlement.
Therefore, we recommend the contractor remove loose material from the surface to a depth convenient for their operations. The removal surface can be bridged with crushed gravel to a thickness that provides a firm working platform for fill. We would suggest up to 2 feet of gravel. If more than 2 feet of gravel is needed to stabilize the bottom, then geogrid reinforcement should be added to the gravel, or the gravel wrapped in filter fabric. Once the removal surface is stabilized, fill material should be placed per contract to subgrade elevations.
To remediate the disturbed material beneath the stabilization, we suggest the contractor use deep urethane grouting installed by a qualified specialty subcontractor. The mitigation method should be provided in a submittal for review by and to the satisfaction the owner’s team including Fenagh. The remediation submittal should include methods to demonstrate the loose or otherwise disturbed materials are mitigated from further settlement. 12/09/2025
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ATTACHMENT | 3.8.5 SHORING
DESIGN
TESTING
INSPECTION
ENGINEERING
Soils Observation
FET Project #: 6905
Project Name: Pilgrim Creek Lift Station Improvements
Inspection Address: 855 Douglas Drive, Oceanside, CA, 91321 Fenagh Representative: Emil Rudolph
Inspection Location: Job site
Subcontractor: GSE
Pg. 2 of 2
November 22, 2023
Time In: 09:30 Time Out: 13:30
DFR ID: 93684
Weather: Sunny
Temperature: 82°F
Permit No. :
Plans Dated: N/A
Conformance:
The Work observed was, to the best of my knowledge, in accordance with the approved plans, specifications and applicable standards of workmanship.
Limitations:These inspections were performed in accordance with requirements, but please note this report shall not be relied upon by others, as acceptance or guarantee of the work. Even with diligent inspection techniques, the contractor is solely liable for defects or failures to adhere to the code. Information provided herein has not been reviewed by supervisory staff, therefore, should be considered preliminary and subject to change, unless signed by both inspector and engineer below.
Reviewed by:
Emil Rudolph
Inspector
11-22-2023
Date
Emil Rudolph
Engineering
11-29-2023
Date
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ATTACHMENT | 3.8.5 SHORING
DESIGN
SWITCHBOARD
FM
WM
DOUGLAS DR
SEE SHEET 7 FOR
MECHANICAL PLAN
B 8
12' VACTOR TRUCK
DRIVE AISLE
NEW
BIOXIDE
TANK
BY OTHERS
IE: 36.22
IE: 36.56
IE: 36.76
IE: 37.18
MATCH EXISTING
ROLLED CURB
65 2
5 7
7 9
10 10
10 TRANSFORMER
TRANSFORMER
11 1214
15 15
17 19
20 21
22 24
18 18
25 26
16 10
10 9
MATCH EXISTING
ROLLED CURB
27 28
29 15'± TO
EXISTING 14" W
ON DOUGLAS DR.
WPJ
WPJ
WPJ
WPJ
WPJ
IE: 52.10 WPJ
23 7
6 6
6 6
13 30
VFD CONTROL CABINET 11
11 11
ATS 11
MSB 11
57 57
56 55 6 RISERS
HEIGHT = 7"
DEPTH = 12"
55 WPJ
WPJ
WPJ
ABANDONED
WATERLINE
RIM: (56.92)
55 60
IE: 52.10
IE: 53.63
IE: 53.63
6"
2.50'
6"
1.50'
10SEE NOTE 6
61 3
3 SEE NOTE 7
SEE NOTE 7
62 1
1 1
1 1
1 63
SEE NOTE 8
13'± SD ENCASEMENT LIMITS
INSTALL FM PER DETAIL 1,
SHEET 9A
3 SEE NOTES 3 & 9
3 SEE
NOTE 9
64 38SEE NOTE 10
43 4.00' OD TO OD
38 SCALE: 1"=5'
5' 10'
N
BYPASS PUMPING TABLE
ADWF (GPM) PWWF (GPM)
PILGRIM CREEK SLS 425 1000
SITE PLAN NOTES:
1. CONTRACTOR TO CONFIRM LOCATION OF ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. CONTRACTOR TO RESTRAIN ALL NEW PIPE JOINTS.
3. GROUT FILL MH VOIDS AS NECESSARY.
4. NOT USED
5. EXISTING PUBLIC WATER MAIN IN DOUGLAS DRIVE
MAY BE DIP OR ACP. CONTRACTOR TO VERIFY
EXISTING PIPE MATERIAL PRIOR TO TRENCHING
WITHIN EXISTING CONCRETE OR ASPHALT PAVING.
6. REPLACE EXISTING CONCRETE WHERE TRENCHING
IS REQUIRED FOR NEW FORCEMAIN PER DETAIL 6,
SHEET 9. LIMITS OF REPLACEMENT NOT SHOWN FOR
CLARITY.
7. CONTRACTOR TO FIELD FIT LOCATIONS OF 45°
BENDS TO MINIMIZE PIPE LENGTH WITH LESS THAN
MINIMUM 3-FOOT COVER WHILE PROVIDING
SUFFICIENT SPACE FOR AIR VALVE TAP AT HIGH
POINT OF PIPELINE AND MAINTAINING 1-FOOT
MINIMUM VERTICAL SEPARATION FROM ALL PIPES
WITH THE EXCEPTION OF THE DUAL 36-INCH SD
ENCASEMENT.
8. INSTALL NEW 10" PVC OVER EXISTING UTILITIES WITH
MIN 1' VERTICAL SEPARATION
9. ROLL 45° BENDS SUCH THAT THE NEW FORCEMAIN
PIPE MATCHES THE ELEVATION OF THE EXISTING
FORCEMAIN PIPE AT CONNECTION LOCATION
10. FILED LOCATE PLUG VALVE TO MINIMIZE PIPE
LENGTH WHILE MAINTAINING 6" MIN SEPARATION
FROM VALVE CAN TO LIP OF GUTTER
CONSTRUCTION NOTES
INSTALL NEW 10" AWWA C900 DR18 PVC PIPE PER DETAIL 2, SHEET 9 INSTALL NEW 15" SDR 35 PVC PIPE PER DETAIL 2, SHEET 9. CONNECT TO EXISTING AND PROPOSED MANHOLES PER OSD S-2. CONNECT TO WET WELL PER DETAIL 7, SHEET 9 INSTALL NEW 10" DI MJ X MJ 45° BEND WITH MJ RESTRAINTS CONNECT TO EXISTING FORCE MAIN PER DETAIL 4, SHEET 9. SEE SITE PLAN NOTE 1 ON THIS SHEET INSTALL NEW 72" ID ARMOROCK PRECAST POLYMER MANHOLE AND TITUS 3800 SERIES COMPOSITE
MANHOLE LID WITH TWISTLIFT LOCK
INSTALL NEW DBI-SALA 8512828 ADVANCED FLOOR MOUNT CAST IN PLACE SLEEVE DAVIT BASE WITH
REMOVABLE CAP
INSTALL NEW BOLLARD PER DETAIL 5, SHEET 9
NOT USED
INSTALL NEW ROLLED CURB PER SDRSD G-4A. EXTEND ROLLED CURB TO LIMITS OF DEMOLITION PER SHEET 3
INSTALL NEW SITE CONCRETE PER DETAIL 6, SHEET 9 WITH CONTROL JOINTS PER DETAIL 3, SHEET 9 INSTALL NEW ELECTRICAL EQUIPMENT PER ELECTRICAL PLANS AND UNISTRUT SUPPORT PER DETAIL 1, SHEET 10
INSTALL NEW BILCO 5' X 12' STAINLESS STEEL ACCESS HATCH WITH THROUGH FRAME, SPRING ASSISTED
OPENING, STAINLESS STEEL SLAM LOCK, REMOVABLE EXTERIOR TWIST/LIFT HANDLE, AND STAINLESS STEEL HARDWARE, RATED FOR 300 PSF
INSTALL NEW 36" MANHOLE FRAME AND TITUS 3800 SERIES COMPOSITE MANHOLE LID WITH TWISTLIFT LOCK
CONSTRUCT PORTIONS OF NEW WET WELL PER STRUCTURAL PLANS INSTALL NEW LIGHT PER ELECTRICAL PLANS. MAINTAIN MINIMUM 6" SEPARATION BETWEEN FOOTING AND 10" PVC O.D.
INSTALL NEW 23'-10" X 6'-0" (INSIDE) CAST IN PLACE VALVE VAULT PER SHEET S1.2 WITH SPRING-ASSISTED BILCO JD-AL ACCESS HATCHES. ACCESS HATCHES SHALL INCLUDE THROUGH FRAME, STAINLESS STEEL
SLAM LOCK, REMOVABLE EXTERIOR TWIST/LIFT HANDLE, AND STAINLESS STEEL HARDWARE, RATED FOR MINIMUM 300 PSF
RELOCATE EXISTING WATER METER. NEW METER BOX TO BE INSTALLED BY CITY FORCES PER OSD W-5 INSTALL NEW 1 1/2" TYPE K (RIGID) COPPER WATER LATERAL WITH MIN 3' COVER UNLESS SHOWN OTHERWISE. CONNECT TO EXISTING PUBLIC MAIN IN DOUGLAS DRIVE PER OSD W-5 AND DISINFECT PER SECTION 609.9 OF THE CALIFORNIA PLUMBING CODE. IF EXISTING WATER MAIN IS ACP, CONTRACTOR TO MEET ALL OSHA REQUIREMENTS FOR INSTALLATION.
CONSTRUCT SECONDARY CONTAINMENT BASIN PER STRUCTURAL PLANS INSTALL NEW EMERGENCY EYEWASH AND SHOWER PER DETAIL 2, SHEET 10 CONSTRUCT NEW BIOXIDE SECONDARY CONTAINMENT SUMP PER DETAIL 3, SHEET 10 INSTALL NEW SECONDARY CONTAINMENT SUMP DISCHARGE CONNECTION PIPING PER DETAIL 4, SHEET
10. PROVIDE 2" SCH 40 PVC DISCHARGE PIPING TO WET WELL AT 5.0% MINIMUM SLOPE INSTALL NEW 2" SCH 40 PVC BIOXIDE FEED CONDUIT PIPING TO INTERIOR FACE OF SECONDARY CONTAINMENT WALL. BIOXIDE SUPPLIER TO SLIPLINE BIOXIDE FEED LINE. PROVIDE MIN 1' VERTICAL
CLEARANCE AT ALL PIPE CROSSINGS
INSTALL NEW BIOXIDE FEED ELECTRICAL PER ELECTRICAL PLANS
RELOCATE SALVAGED EXISTING HOSE BIBB ASSEMBLY
INSTALL NEW 16" WIDE OSHA COMPLIANT VERTICAL LADDER WITH SAFETY UP POST. LADDER TO BE
CONTAINED WITHIN VAULT
INSTALL NEW 2" PVC WEEP HOLE, IE 54.12
INSTALL NEW FLOWLINE ECHOPULSE LR30 RADAR LIQUID LEVEL TRANSMITTER INSTALL NEW LEVEL MOUNTING PLATE PER DETAIL 6, SHEET 10 INSTALL NEW 6" HDPE VENT PIPE WITH GOOSENECK OUTLET AND MESH SCREEN OVER OPEN END.
OUTLET TO BE 12" ABOVE FINISH GRADE
INSTALL NEW 10" FLG X FLG PLUG VALVE PER OSD W-23
INSTALL NEW RESTRAINED FLANGE ADAPTER
INSTALL NEW PROTECTIVE RAILING PER SDRSD M-24 AND M-26
INSTALL NEW CONCRETE STEPS, PER STRUCTURAL PLANS
BACKFILL AND RESURFACE TRENCH PER OSD M-3A
NEW BIOXIDE PUMP AND SKID TO BE INSTALLED BY BIOXIDE SUPPLIER. CONTRACTOR TO COORDINATE WITH SUPPLIER FOR SCHEDULING OF NECESSARY CONNECTIONS TO BIOXIDE ELECTRICAL.
INSTALL NEW AIR RELEASE VALVE, CONCRETE PAD, ENCLOSURE, AND DRAIN PER DETAIL 1, SHEET 9A INSTALL 10"x2" SERVICE SADDLE, 2" CORPORATION STOP, AND 2" GATE VALVE WITH ENCLOSURE PER W-23 INSTALL NEW 10" DI MJ X MJ 90° BEND WITH MJ RESTRAINTS INSTALL NEW 4" SCH 80 PVC DRAIN LINE WITH MIN 1' COVER. CONNECT TO NEW MANHOLE OSD S-2 INSTALL NEW 14" HDPE DR26 WITH 12.895" ID WITHIN EXISTING 16" DI SEWER. ENSURE 14" PIG CAN PASS THROUGH EXISTING SEWER PRIOR TO PLACEMENT OF PIPE. ENSURE POSITIVE DRAINAGE TOWARDS WET WELL WITH NO SAGS. GROUT FILL ALL ANNULAR SPACE BETWEEN PIPES WITH 100 PSI GROUT OR CLSM PER SPECIFICATIONS. CCTV NEW PIPELINE AFTER INSTALLATION FOR CONFORMANCE 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
55 56
57 60
43 61
62 63
64 3.00'
3.00'
65 MIN 3' FM COVER
MIN 2' W COVER
ENCASE FM PER
DETAIL 1, SHEET 9A
WHERE LESS THAN 4'
COVER PROVIDED
1 1
1 1
1 1
1 RFI 501 5/8/23
TTT
S
7777777777777777777
O
P
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ATTACHMENT | 3.8.5 SHORING
DESIGN
TESTING
INSPECTION
ENGINEERING
Project No: 6905
Project Name: Pilgrim Creek Lift Station Improvements
Project Location: 855 Douglas Drive, Oceanside, CA, 91321 Fenagh Representative: Emil Rudolph
November 22, 2023
Permit No. :
Photo1:
Photo2:
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Arizona
New York
Miami
Texas
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APPENDIX | RESUMES
Key Pesonnel Resumes 56 - 79 12/09/2025
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
Page | 56
YEARS OF EXPERIENCE
20+ Years
LICENSES AND CERTIFICATIONS
» OSHA 40-Hour HAZWOPER Training
» OSHA 30-Hour Construction Safety and Health Training
» OSHA 8-Hour Refresher Course
» USACE Safety & Health 8-Hour EM385-1-1 Certification
» Trenching and Excavation Safety Training
» Nuclear Gauge Operation Certification
PROFESSIONAL SUMMARY
Thomas “Higgy” Higginbotham has more than 20 years of dedicated experience in the construction industry.
Throughout his career, he has successfully managed and completed a diverse range of projects, including public infrastructure, commercial developments, and healthcare and education facilities. His expertise primarily revolves around earthwork observation and testing, where he meticulously oversees crucial aspects such as grading, backfill procedures, fill slope keyways, subgrade preparation, aggregate base placement, and rigorous asphalt testing protocols.
Higgy possesses advanced skills in soils laboratory testing procedures and proficiency in conducting drilling operations. He ensures that all construction activities adhere to the highest industry standards and regulatory requirements. Higgy’s comprehensive knowledge and practical skills make him a trusted Project Lead. During this contract, his key responsibilities will include overseeing field personnel, tracking budgetary progress, supporting proposal development, and representing the team at project site meetings.
SELECT PROJECT EXPERIENCE
City of National City, Sewer Line Replacement and Upsizing Project, Phase I - National City, CA Higgy served as Project Manager during testing and inspection services for the construction of new street sections, PCC curb and gutter, AC dikes, AC driveways and driveway entrances, manholes, sewer lateral replacements, PCC sidewalks, PCC curb ramps, signing and striping, as well as open trench construction of 21-inch, 12-inch, and 8-inch diameter PVC sewer main.
City of National City, Pedestrian Midblock Crossing Enhancements - National City, CA Prior to joining Fenagh, Higgy served as Project Manager during geotechnical, materials testing and special inspection services for this improvement project which consisted of the construction of approximately 6.7 miles of Class II, III and IV bikeway through communities in the City of San Diego.
City of National City, Plaza Boulevard Widening Phase I - National City, CA Prior to joining Fenagh, Higgy served as Project Manager during materials testing and insepction services, as well as geotechnical services for the widening of Plaza Boulevard to construct a six lane regional arterial. Other features consisted of utility undergrounding and the widening of Plaza Boulevard between Palm Avenue and Interstate 805, including new travel lanes to expand roadway capacity and improve traffic flow, traffic signal modifications for safety and operations, and pedestrian/ADA enhancements.
THOMAS (HIGGY) HIGGINBOTHAM SENIOR PROJECT MANAGER
APPENDIX | RESUMES
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THOMAS (HIGGY) HIGGINBOTHAM SENIOR PROJECT MANAGER
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Higgy served as Project Manager during materials testing and special inspection, as well as geotechnical services for the Pilgrim Creek Lift Station Project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station.
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Higgy served as Project Manager during materials testing and special inspection services as part of our on-call contract which included material testing, special inspection, and geotechnical services on over 35 task order projects in the past three years. Projects include the Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, OCCO Administrative Building 2 Electrical Upgrade, and Ramona Substation Fencing and Driveway projects.
City of San Diego Navajo Pump Station – San Diego, CA Higgy served as Project Manager during materials testing and special inspection services for a new pump station structure which includes five new water pump units, new piping, pump control system, and new connections.
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Higgy served as Project Manager during geotechnical, materials testing and special inspection services for this improvement project which consisted of the construction of approximately 6.7 miles of Class II, III and IV bikeway through communities in the City of San Diego.
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Higgy served as Project Manager during materials testing, inspection, and geotechnical services for multiple projects under this on-call contract with the City of Victorville. Projects include the Area 1, 2 And 31 Waterline Replacements project which consisted of the installation of new 8-inch piping, fittings, valving, and appurtenances in the City of Victorville. Additional projects include waterline replacements, road and storm drain reconstruction, and pavement rehabilitations.
City of Carlsbad Agreement for As-Needed Materials Testing - Carlsbad, CA Assistant Project Manager during an as-needed contract which included materials testing, and special inspection services, as well as geotechnical investigations, earthwork observation and testing. Projects included Aviara Community Park Improvements Phase II, Poinsettia Park Phase III, Multi-Generational Community Center at Pine Avenue Park, as well as additional projects consisting of pipelines, lift stations, storm drains, asphalt repair, slurry seal, road widening, and a fire station.
Rincon del Diablo Municipal Water District Surrey Lane Water Main Replacement – North San Diego County Higgy served as Assistant Project Manager during testing and inspection for the construction of 660 linear feet of new 8-inch diameter ductile iron potable water distribution main and appurtenances, the abandonment of 645 linear feet of existing 8-inch CML&C steel water main and appurtenances, and the reinstallation and relocation of existing water services. Work included excavation, installation of below grade ductile iron (DI) pipe and fittings, isolation valves, thrust and anchor blocks, air valve and blow off assemblies, fire hydrant assemblies, connections to existing pipelines, and trench paving repair and street overlay.
SELECT PROJECT EXPERIENCE (CONTINUED)
APPENDIX | RESUMES
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
Page | 58
YEARS OF EXPERIENCE
25+ Years
EDUCATION
» BS, Geotechnical Engineering, University of Arizona
LICENSES AND CERTIFICATIONS
» State of California Geotechnical Engineer #2767
» State of California Professional Engineer #64301
» Nuclear Gauge Operator Certification
PROFESSIONAL SUMMARY
With over 25 years dedicated to providing geotechnical consultation, oversight, and peer review services for local and nationwide companies, Emil’s role is crucial in overseeing and managing geotechnical and materials testing teams, ensuring excellence in both design and construction phases. Emil plays a vital role in assessing earthwork compliance and interpreting the results of special inspections and tests across 150 employees in Southern California. His technical advice is invaluable, often serving as a cornerstone for decision-making processes in complex projects.
Emil’s responsibilities are comprehensive and include the meticulous oversight of geotechnical investigations and forensic evaluations. He excels in analyzing field exploratory data to accurately interpret subsurface geological conditions. His proficiency extends to conducting thorough geotechnical calculations, catching subtle mistakes in earthworks, reviewing temporary shoring systems, and critically assessing geotechnical reports. Furthermore, Emil’s expertise is instrumental in conducting distress surveys of a variety of structures and improvements, including slopes, excavations, buildings, bridges, pavements, and retaining walls.
SELECT PROJECT EXPERIENCE
City of National City On-Call Geotechnical, Soils, and Materials Testing Services - National City, CA Emil served as the City’s Principal Geotechnical Engineer consultant during geotechnical investigations for many projects and reviews, including the West 14th Street and Harding Avenue street improvements, alley pavement structural sections, Kimball Park stormwater infiltration testing, Division Street pavement, and the Plaza Boulevard North to Highland Avenue Phase 2 widening project. Emil served as a fast-response, solution-driven dedicated consultant to the City’s needs and culture.
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Emil served as Geotechnical Engineering Manager during geotechnical, material testing, and special inspection services for the Pilgrim Creek Lift Station Project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station. Fenagh not only provided the scoped special inspection and material testing services, but also provided the City with recommendations for 1) dealing with shallow groundwater during trench backfill, and 2) mitigating settlement and caving from the contractor’s efforts to shore the deep excavations below the water table. These resulted in a better product for the City after construction.
EMIL RUDOLPH, PE, GE MANAGING GEOTECHNICAL ENGINEER
APPENDIX | RESUMES
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EMIL RUDOLPH, PE, GE MANAGING GEOTECHNICAL ENGINEER
SELECT PROJECT EXPERIENCE (CONTINUED)
City of Carlsbad As-Needed Services Contract - Carlsbad, CA Emil served as principal engineer servicing the City during geotechnical, testing and inspection services for multiple task orders on multiple contracts. Projects included the oversight of El Camino Real road widening and slope stabilizations, the construction of Poinsettia Lift Station Standby Pump Station, Multi-Generational Community Center at Pine Avenue Park, Aviara Community Park Improvements Phase II, pavement overlay projects; geotechnical investigations for Old Rancho Santa Fe Road slope distress.
City of Del Mar Professional Consulting Services Agreement - Del Mar, CA Emil served as principal engineer and program manager during geotechnical services for the City Engineer . Tasks included evaluation of peer review of developer-submitted reports, slope erosion and seepage; investigation for a new city hall, the Camino Del Mar Streetscape project, the 2016 Sewer and Water Group 1, as well as geotechnical engineering and testing and inspection services for the Anderson Canyon slope reconstruction project which consisted of a failed 85 feet high slope, and the 2019 Jimmy Durante landslide emergency stabilization.
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Emil served as geotechnical engineering manager during geotechnical services for all types of public works projects including the Area 1, 2, and 31 Waterline Replacement project which consisted of the installation of new 8-inch piping, fittings, valving, and appurtenances in the City of Victorville. As Geotechnical Engineer of Record (GEOR), Emil’s responsibilities included soils/asphalt compaction, steel inspection, concrete sampling, and lab testing for gradation, sand equivalent, max density, R-value, and compressive strength.
San Diego Gas and Electric, As-Needed Geotechnical and Materials Testing Services - San Diego, CA As part of our on-call contract with San Diego Gas and Electric (SDGE), Emil serves as geotechnical engineering manager during geotechnical, material testing, and special inspection services on over 35 task order projects in the past three years. Some of our current projects include: Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, OCCO Administrative Building 2 Electrical Upgrade, and Ramona Substation Fencing & Driveway projects.
Garden Grove Civic Center - Garden Grove, CA
Emil served as geotechnical engineering manager during geotechnical, material testing, and special inspection services for the Garden Grove Civic Center Revitalization Project. The project consists of two phases and includes the development of a new public safety facility for the Garden Grove Police Department, a new parking structure, and a redesigned Civic Center Park. Encompassing approximately 2.75 acres, Phase I includes a new three-story public safety facility and a four-level parking structure at the corner of Acacia Parkway and Euclid Street in the Garden Grove Civic Center . Encompassing approximately 2.7 acres, Phase II includes a redesigned Civic Center Park with open green space, memorial grove, walking trail, and more.
City of Costa Mesa, Fairview Park Slope Restoration - Costa Mesa, CA Emil served as geotechnical engineering manager during an assessment of an eroding bluff at City of Costa Mesa’s Fairview Park in the City of Costa Mesa. This assessment was prompted by the erosion of the bluff face, which posed a risk to park enhancements and a nearby residence. Fenagh performed detailed geologic mapping to develop bioengineered rehabilitation recommendations considering a number of limitations stemming from cultural, biological and community needs.
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JASON MEARES, PG, CEG PROFESSIONAL GEOLOGIST
YEARS OF EXPERIENCE
10+ Years
EDUCATION
» BS, Geology, Macquarie University, Sydney, New South Wales, Australia
LICENSES AND CERTIFICATIONS
» State of California Professional Geologist #10140
» State of California Certified Engineering Geologist #2811
PROFESSIONAL SUMMARY
Mr . Jason Meares is an engineering geologist with over 10 years of experience in engineering geology, specializing in site investigations, geologic hazard evaluations, and project management. He has extensive knowledge in subsurface exploration, grading operations, foundation design, and land stabilization techniques. Jason is highly skilled in analyzing soil and rock properties through laboratory testing and advanced software modeling to support geotechnical engineering solutions. His technical experience includes slope stability analysis, soil liquefaction assessments, percolation and infiltration feasibility studies, and remote sensing analysis. He is experienced in conducting faulting, landslide, and coastal bluff recession evaluations, as well as preparing comprehensive geotechnical and geologic reports with supporting maps, figures, and cross sections.
Jason has successfully managed complex geotechnical projects, coordinating with architects, engineers, contractors, and regulatory agencies while leading teams of geologists and soil technicians. He is familiar in California’s geotechnical laws, regulations, and guidelines, including the Alquist-Priolo Earthquake Fault Zoning Act, Special Publication 117A, and California Well Standards.
SELECT PROJECT EXPERIENCE
Coastal Bluff Recession Analysis - San Diego, CA
Jason performed an analysis of a bluff top property in the Pacific Beach area of San Diego. Significant historical mapping, aerial and oblique photography, and research, paired with a subsurface investigation was required to determine the stability of the bluff and the rate of recession. The intent was to allow the homeowner to evaluate a proposed project involving extensive remodeling and reconstruction of their house, and the homeowner was able to evaluate the feasibility of their proposed project within the current regulatory framework.
Via Casa Alta Landslide and Fault Investigation - La Jolla, CA Jason performed a multi-faceted investigation required for a large residence at the top of Mount Soledad. The site was traversed by a fault and mapped within a landslide. A subsurface investigation utilizing large-diameter downhole logging and trenching determined the risk level of the geologic hazards, and allowed the client to proceed with obtaining permits to develop the site.
Sunset Street Multi-Unit Project - San Diego, CA
Jason was the project manager and geologist on a fault investigation for a multi-unit project in the Old Town area of San Diego. The investigation required extensive permitting and monitoring due to the historical and cultural APPENDIX | RESUMES
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JASON MEARES, PG, CEG PROFESSIONAL GEOLOGIST
APPENDIX | RESUMES
SELECT PROJECT EXPERIENCE (CONTINUED)
sensitivity of the site. A successful trenching operation on the main trace of the active Rose Canyon Fault Zone was able to clear an area of the site to allow the permitting of the new building. The field investigation required extensive remote sensing analysis and review of reports in the local vicinity to determine the suitability of the site to develop.
Tonopah Avenue Multi-Unit Project - San Diego, CA
Jason was the project manager and geologist on a newly zoned area of the active Rose Canyon Fault Zone in an alluvial floodplain. The main trace of the fault was mapped traversing the site. Jason executed a complex investigation involving cone penetrometer testing (CPT) below groundwater to collect data, prove the stratigraphic continuity of the alluvium, evaluate the liquefaction potential and determine suitability of the site to develop.
Additional Project Experience Includes:
» Alquist-Priolo Fault Zone Investigations – La Jolla (Spindrift Drive, Roseland Drive) Bay Park (McGraw Street), Morena Area (Tonopah Ave, Morena Blvd, Gertrude Street), Old Town (Sunset Street), Mission Hills (Columbia Street, State Street, Titus Street) – CA
» Landslide Investigations – La Jolla (Via Siena, Rue De Anne), Poway (Old Stone Road), Fletcher Hills (Eastside Road) – CA
» Coastal Bluff Evaluations – Sunset Cliffs (Sunset Cliffs Blvd), Bird Rock (Dolphin Place, Camino De La Costa), La Jolla (El Paseo Grande, Neptune Place) – CA
» Miller Road and Harmony Ridge 54-lot Subdivisions – Valley Center, CA » Sunridge View 29-lot Subdivisions – Chula Vista, CA
» Baby Del Historic House Remodel – Coronado, CA
» Coast Boulevard Historic Cottages – La Jolla, CA
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UNG SING “BRUCE” TIE, PE PRINCIPAL ENGINEER
YEARS OF EXPERIENCE
20+ Years
EDUCATION
» BS, Petroleum Engineering, University of Oklahoma
LICENSES AND CERTIFICATIONS
» State of California Professional Civil Engineer – California No. 72217 » AWS Certified Welding Inspector – Certification No. 20102311 » ICC Reinforced Concrete Special Inspector
» ICC Prestressed Concrete Special Inspector
» ICC Structural Welding Special Inspector
» ICC Structural Steel and Bolting Special Inspector
» ACI Field Testing Technician – Grade I
» Radiation Safety Officer
» Nuclear Gauge Certified
» Dipstick Certification FF/FL Values
» Los Angeles Department of Building and Safety (LADBS) Deputy Inspector – No. P037673 Concrete Construction
Grading
PROFESSIONAL SUMMARY
With a career spanning over two decades, Bruce has established himself as a seasoned expert in engineering, construction, and materials testing. His extensive experience have provided him with a profound technical understanding of a wide array of field conditions, enabling him to adeptly troubleshoot challenges and apply value engineering solutions to clients projects.
Bruce’s expertise extends to specialized areas such as underground construction techniques and the properties of concrete and soil, showcasing his versatile skill set. As Principal Engineer and a Senior Project Manager, he is committed to ensuring that both field operations and laboratory testing are executed with utmost professionalism and efficiency. Bruce’s leadership ensures that projects are not only compliant with industry standards, but also delivered within the expected timelines, reflecting his dedication to excellence in every aspect of his work..
SELECT PROJECT EXPERIENCE
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Bruce served as Principal Engineer during geotechnical, material testing, and special inspection services for the Pilgrim Creek Lift Station Project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station. Fenagh not only provided the scoped special inspection and material testing services, but also provided the City with recommendations for 1) dealing with shallow groundwater during trench backfill, and 2) mitigating settlement and caving from the contractor’s efforts to shore the deep excavations below the water table. These resulted in a better product for the City after construction.
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UNG SING “BRUCE” TIE, PE PRINCIPAL ENGINEER
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Bruce served as Principal Engineer during materials testing and special inspection services as part of our on-call contract which included material testing, special inspection, and geotechnical services on over 35 task order projects in the past three years. Projects include the Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, OCCO Administrative Building 2 Electrical Upgrade, and Ramona Substation Fencing and Driveway projects.
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Bruce served as Principal Engineer during materials testing, inspection, and geotechnical services for multiple projects under this on-call contract with the City of Victorville. Projects include the Area 1, 2 And 31 Waterline Replacements project which consisted of the installation of new 8-inch piping, fittings, valving, and appurtenances in the City of Victorville. Additional projects include waterline replacements, road and storm drain reconstruction, and pavement rehabilitations.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA Bruce served as the Principal Engineer for the Mira Mesa Community Park Phase II Improvements project during geotechnical, materials testing, and special inspection services. The project includes approximately 17 acres in the Mira Mesa neighborhood of Council District 6. Project improvements consists of a new aquatic complex, an all-wheels plaza, the renovation of the current recreation center, new kid-friendly play areas, pickleball-striped basketball courts, public art, an expanded parking lot, improved security and sports lighting, landscaping, irrigation, and site furnishings.
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Bruce served as the Principal Engineer during geotechnical, materials testing and special inspection services for this improvement project which consisted of the construction of approximately 6.7 miles of Class II, III and IV bikeway through communities in the City of San Diego.
University of California, San Diego (UCSD) 5511 Ridge Walk North Living & Learning Neighborhood – San Diego, CA
Bruce served as the Principal Engineer during construction of Ridge Walk North Living and Learning Neighborhood.
The project is a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The 4-building project will redevelop an approximately 7.5- acre site located on the main UCSD campus.
City of Fontana, On-Call Contract - Fontana, CA
Bruce served as the Principal Engineer during testing and inspection services for various projects under this on-call contract with the City of Fontana, The projects range from park improvements to street paving and re-surfacing, subgrade improvements, sidewalks, waterline replacements, and underground utility enhancements. Some of our current projects with the City include the Foothill Boulevard and Alder Avenue and Etiwanda-Slover Project.
City of Vista, East Vista Way and South Melrose Drive Pavement Investigation Service - Vista, CA Bruce served as Principal Engineer during a pavement investigation for the rehabilitation of approximately 4.0 miles of arterial roadway on South Melrose Drive and approximately 2.0 miles of arterial roadway on East Vista Ways.
APPENDIX | RESUMES
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
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YEARS OF EXPERIENCE
15+ Years
EDUCATION
» BS, Civil Engineering, California State University, Los Angeles, CA » BS, Systems Engineering, California Polytechnic State University, San Luis Obispo, CA
LICENSES AND CERTIFICATIONS
» State of California Professional Civil Engineer #83961
PROFESSIONAL SUMMARY
Scott Prince is proficient in conducting geotechnical investigations in the Southern California seismically active area. His experience includes numerous school and community college projects where he provides geotechnical recommendations.
He has extensive experience in foundation modification and underpinning methodologies. In addition, he has also developed code augmented Excel programs utilizing VBA programming/nonlinear optimization methodologies to determine optimum foundation design components. He’s produced VBA code utilizing Solver subroutine function to optimally converge resource constraints for cost effective and high performance foundation options including nonlinear regression analysis of laboratory data.
Scott is also well-versed in mitigation of adverse hydrostatic conditions utilizing micropile anchor technologies, reinforced structural slab and mat foundation design. Furthermore, he has worked with local municipalities on projects requiring advanced foundation systems to accommodate for groundwater conditions. He’s highly proficient in software applications for design and modeling of complex foundation systems.
SELECT PROJECT EXPERIENCE
Garden Grove Civic Center – Garden Grove, CA
Scott served as Project Engineer during construction for the Garden Grove Civic Center Revitalization Project which consists of the development of a new public safety facility for the Garden Grove Police Department, a new parking structure and a redesigned Civic Center Park. The project consists of two phases. Encompassing approximately
2.75 acres, Phase I includes a new three-story public safety facility and a four-level parking structure at the corner of Acacia Parkway and Euclid Street in the Garden Grove Civic Center . Encompassing approximately 2.7 acres, Phase II includes a redesigned Civic Center Park with open green space, memorial grove, walking trail, and more.
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Scott served as Project Engineer during materials testing, inspection, and geotechnical services for multiple projects under this on-call contract with the City of Victorville. Projects include the Area 1, 2 And 31 Waterline Replacements project which consisted of the installation of new 8-inch piping, fittings, valving, and appurtenances in the City of Victorville. Additional projects include waterline replacements, road and storm drain reconstruction, and pavement rehabilitations.
SCOTT PRINCE, PE PROJECT ENGINEER
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SCOTT PRINCE, PE PROJECT ENGINEER
SELECT PROJECT EXPERIENCE (CONTINUED)
City of Costa Mesa, Fairview Park Slope Restoration - Costa Mesa, CA Scott served as Project Engineer during an assessment of an eroding bluff at City of Costa Mesa’s Fairview Park in the City of Costa Mesa. This assessment was prompted by the erosion of the bluff face, which posed a risk to park enhancements and a nearby residence. Fenagh performed detailed geologic mapping to develop bioengineered rehabilitation recommendations considering a number of limitations stemming from cultural, biological and community needs.
City of Fontana, On-Call Contract - Fontana, CA
Scott served as Project Engineer during testing and inspection services for various projects under this on-call contract with the City of Fontana, The projects range from park improvements to street paving and re-surfacing, subgrade improvements, sidewalks, waterline replacements, and underground utility enhancements. Some of our current projects with the City include the Foothill Boulevard and Alder Avenue and Etiwanda-Slover Project.
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Scott served as Project Engineer during materials testing and special inspection services as part of our on-call contract which included material testing, special inspection, and geotechnical services on over 35 task order projects in the past three years. Projects include the Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, OCCO Administrative Building 2 Electrical Upgrade, and Ramona Substation Fencing and Driveway projects.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA Scott served as Project Engineer during material testing, special inspection, and geotechnical services for the Mira Mesa Community Park Phase II Improvements project. The project includes approximately 17 acres in the Mira Mesa neighborhood of Council District 6. Project improvements consists of a new aquatic complex, an all-wheels plaza, the renovation of the current recreation center, new kid-friendly play areas, pickleball-striped basketball courts, public art, an expanded parking lot, improved security and sports lighting, landscaping, irrigation, and site furnishings.
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Scott served as Project Engineer during geotechnical, materials testing and special inspection services for this improvement project which consisted of the construction of approximately 6.7 miles of Class II, III and IV bikeway through communities in the City of San Diego.
University of California, San Diego (UCSD) 5511 Ridge Walk North Living & Learning Neighborhood – San Diego, CA
Scott served as Project Engineer during construction of Ridge Walk North Living and Learning Neighborhood.
The project is a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The 4-building project will redevelop an approximately 7.5- acre site located on the main UCSD campus.
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
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YEARS OF EXPERIENCE
20+ Years
LICENSES AND CERTIFICATIONS
» American Concrete Institute (ACI) Concrete Laboratory Testing Technician - Level I; Masonry Laboratory Testing Technician; Concrete Field Testing Technician - Grade I; Aggregate Testing Technician - Level 1; Concrete Strength Testing Technician
» American Society of Civil Engineers (ASCE)
» Fyfe Fiber Reinforced Polymer (FRP) Certified
» Dipstick Floor Profiler Certified
» Nuclear Gauge Certified
PROFESSIONAL SUMMARY
Steve Lindquist is an experienced Laboratory Manager and Senior Field Technician with over 20 years of hands- on experience in the industry. He is well-versed in code requirements as they pertain to testing and inspection in both laboratory and field environments. He plays a crucial role in managing and overseeing all laboratory testing activities in Fenagh’s Southern California laboratories.
As the Laboratory Manager, Steve works under the direct supervision of FET’s Principal Engineer, Ung Sing Tie, PE. His responsibilities are diverse and include logging and tracking material samples, conducting soil testing (including sieve and proctor testing, soil consolidation testing), field density testing, concrete cylinder testing, and asphalt concrete testing. In addition to this, Steve is responsible for maintaining equipment calibrations and laboratory certifications, including but not limited to OSHPD, AASHTO/CCRL/AMRL, City of Los Angeles, and the California Division of the State Architect (DSA).
Steve’s role is critical in ensuring the quality of all laboratory testing and inspection processes. He also oversees all laboratory document control and is responsible for the maintenance and implementation of Fenagh’s Quality Systems Manual (QSM).
SELECT PROJECT EXPERIENCE
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Laboratory Manager during geotechnical, material testing, and special inspection services for the Pilgrim Creek Lift Station Project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station. Fenagh not only provided the scoped special inspection and material testing services, but also provided the City with recommendations for 1) dealing with shallow groundwater during trench backfill, and 2) mitigating settlement and caving from the contractor’s efforts to shore the deep excavations below the water table. These resulted in a better product for the City after construction.the track and field and the varsity baseball field. Fenagh provided 11 borings, samples collected with standard penetration test (SPT), and a foundation investigation report detailing recommendations for site preparation, foundations, and provided all DSA documentation.
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Laboratory Manager during materials testing and special inspection services as part of our on-call contract which
STEVE LINDQUIST REGIONAL LABORATORY MANAGER
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STEVE LINDQUIST REGIONAL LABORATORY MANAGER
SELECT PROJECT EXPERIENCE (CONTINUED)
included material testing, special inspection, and geotechnical services on over 35 task order projects in the past three years. Projects include the Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, OCCO Administrative Building 2 Electrical Upgrade, and Ramona Substation Fencing and Driveway projects.
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Laboratory Manager during testing and inspection services for various projects under this on-call contract with the City of Fontana, The projects range from park improvements to street paving and re-surfacing, subgrade improvements, sidewalks, waterline replacements, and underground utility enhancements. Some of our current projects with the City include the Foothill Boulevard and Alder Avenue and Etiwanda-Slover Project.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA Laboratory Manager during material testing, special inspection, and geotechnical services for the Mira Mesa Community Park Phase II Improvements project. The project includes approximately 17 acres in the Mira Mesa neighborhood of Council District 6. Project improvements consists of a new aquatic complex, an all-wheels plaza, the renovation of the current recreation center, new kid-friendly play areas, pickleball-striped basketball courts, public art, an expanded parking lot, improved security and sports lighting, landscaping, irrigation, and site furnishings.
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Laboratory Manager during geotechnical, materials testing and special inspection services for this improvement project which consisted of the construction of approximately 6.7 miles of Class II, III and IV bikeway through communities in the City of San Diego.
University of California, San Diego (UCSD) 5511 Ridge Walk North Living & Learning Neighborhood – San Diego, CA
Laboratory Manager during construction of Ridge Walk North Living and Learning Neighborhood. The project is a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The 4-building project will redevelop an approximately 7.5-acre site located on the main UCSD campus.
City of Fontana, On-Call Contract - Fontana, CA
Laboratory Manager during testing and inspection services for various projects under this on-call contract with the City of Fontana, The projects range from park improvements to street paving and re-surfacing, subgrade improvements, sidewalks, waterline replacements, and underground utility enhancements. Some of our current projects with the City include the Foothill Boulevard and Alder Avenue and Etiwanda-Slover Project.
City of Vista, East Vista Way and South Melrose Drive Pavement Investigation Service - Vista, CA Laboratory Manager during a pavement investigation for the rehabilitation of approximately 4.0 miles of arterial roadway on South Melrose Drive and approximately 2.0 miles of arterial roadway on East Vista Ways.
APPENDIX | RESUMES
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YEARS OF EXPERIENCE
12+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Soils; Reinforced Concrete; Prestressed Concrete; Structural Masonry; Structural Welding; Structural Steel and Bolting; Spray Applied Fireproofing; Master of Special Inspection » American Concrete Institute (ACI) Concrete Field Testing Technician – Grade I » IFC Firestop Certified
» Los Angeles County Special Inspector, Cert No. 01818
» Los Angeles Department of Building and Safety (LADBS) Deputy Inspector, License No. P037041 » Nuclear Gauge Certified
PROFESSIONAL SUMMARY
Taylor Hull has over 12 years of experience in the construction testing and inspection industry. He is knowledgeable of applicable code requirements, including ICC and ASTM Standards. He brings excellent documentation and communication skills which aids in collaboration with clients, subcontractors, building officials and other team members. His experience has allowed him to develop strong problem-solving skills and a keen attention to detail.
Taylor is responsible for the oversight of Fenagh’s field personnel, ensuring project compliance on job sites, reviewing of daily field reports, and compliance with DSA requirements. His communication skills, diligence and dedication to his profession make him a great addition to any project team.
SELECT PROJECT EXPERIENCE
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Oversight and management of field staff during geotechnical, material testing, and special inspection services for the Pilgrim Creek Lift Station Project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station. Fenagh not only provided the scoped special inspection and material testing services, but also provided the City with recommendations for 1) dealing with shallow groundwater during trench backfill, and 2) mitigating settlement and caving from the contractor’s efforts to shore the deep excavations below the water table. These resulted in a better product for the City after construction.the track and field and the varsity baseball field. Fenagh provided 11 borings, samples collected with standard penetration test (SPT), and a foundation investigation report detailing recommendations for site preparation, foundations, and provided all DSA documentation.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA Oversight and management of soils field staff for the Mira Mesa Community Park Phase II Improvements project. The project includes approximately 17 acres in the Mira Mesa neighborhood of Council District 6. Project improvements consists of a new aquatic complex, an all-wheels plaza, the renovation of the current recreation center, new kid- friendly play areas, pickleball-striped basketball courts, public art, an expanded parking lot, improved security and sports lighting, landscaping, irrigation, and site furnishings.
TAYLOR HULL FIELD SUPERVISOR (SOILS)
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TAYLOR HULL FIELD SUPERVISOR (SOILS)
SELECT PROJECT EXPERIENCE (CONTINUED)
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Oversight and management of soils field staff, report review, as well as, scheduling support for multiple task order projects under this on-call contract with SDGE. Projects include the Miramar Quest Garage Ventilation Improvements, Eastern CO Site Asphalt Replacement, OCCO Administrative Building 2 Electrical Upgrade, and Ramona Substation Fencing and Driveway projects.
City of Vista, East Vista Way and South Melrose Drive Pavement Investigation Service - Vista, CA Oversight and management of soils field staff during a pavement investigation for the rehabilitation of approximately
4.0 miles of arterial roadway on South Melrose Drive and approximately 2.0 miles of arterial roadway on East Vista Ways.
City of Santa Monica, On-Call Contract – Santa Monica, CA Oversight and management of soils field staff during testing and inspection for the 2800 Airport Avenue Renovation and 3200 Airport Avenue Renovation projects under this on-call contract with the City of Santa Monica.
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Oversight and management of soils field staff during construction for this improvement project which consisted of the construction of approximately 6.7 miles of Class II, III and IV bikeway through communities in the City of San Diego.
APPENDIX | RESUMES
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YEARS OF EXPERIENCE
15+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Reinforced Concrete; Prestressed Concrete; Structural Masonry; Structural Welding; Structural Steel and Bolting; Spray Applied Fire Proofing Special Inspector; Master of Special Inspection No. 8152129
» American Concrete Institute (ACI) Concrete Field Testing Technician – Grade I; Masonry Field Testing Technician » Authorized Climber/Rescuer – Cert. No.: 16327-92608-1 » AWS CWI License No.: 15031131
PROFESSIONAL SUMMARY
Jason Eckerson has over 15 years of experience as a special inspector and construction manager in the construction testing and inspection industry. He has extensive experience on various projects throughout Southern California, and he is knowledgeable of all relevant standard compliance and code requirements. Jason brings excellent documentation and communication skills, aiding in collaboration with clients, subcontractors, building officials and others. His experience has allowed him to develop strong problem-solving skills and a keen attention to detail.
His communication skills, diligence and dedication to his profession make him a great addition to any project team.
Jason’s role encompasses a wide range of responsibilities, including conducting regular performance evaluations for all field inspection personnel to ensure their continued development and growth. Additionally, he undertakes a daily review of dispatch requests and manpower projections, ensuring that resources are allocated effectively and efficiently. He plays a crucial role in facilitating pre-pour meetings, where he works closely with other team members to ensure that all necessary preparations have been made prior to mobilizing staff.
SELECT PROJECT EXPERIENCE
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Field Supervisor during materials testing, inspection, and geotechnical services for multiple projects under this on-call contract with the City of Victorville. Projects include the Area 1, 2 And 31 Waterline Replacements project which consisted of the installation of new 8-inch piping, fittings, valving, and appurtenances in the City of Victorville. Additional projects include waterline replacements, road and storm drain reconstruction, and pavement rehabilitations.
University of California, San Diego (UCSD) 5511 Ridge Walk North Living & Learning Neighborhood – San Diego, CA
Field Supervisor during special inspection and testing services for the construction of Ridge Walk North Living and Learning Neighborhood. The project is a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The 4-building project will redevelop an approximately 7.5-acre site located on the main UCSD campus.
JASON ECKERSON FIELD SUPERVISOR (SPECIAL INSPECTION)
APPENDIX | RESUMES
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JASON ECKERSON FIELD SUPERVISOR (SPECIAL INSPECTION)
SELECT PROJECT EXPERIENCE (CONTINUED)
City of Santa Monica, On-Call Contract – Santa Monica, CA Field Supervisor during testing and inspection services for the construction of the 2800 Airport Avenue Renovation and 3200 Airport Avenue Renovation projects under this on-call contract with the City of Santa Monica.
Children’s Hospital of Orange County (CHOC) Jacobs – Orange, CA Field Supervisor during special inspection and testing services for the construction of The Children’s Hospital of Orange County (CHOC) Southwest Tower, located on the main campus in Orange, California, which consists of a stunning 9-story tower that spans across 330,000 square feet. The tower is designed to cater to the diverse healthcare needs of the community, with its state-of-the-art features that include a comprehensive outpatient imaging center, a Research Institute floor, an oncology infusion center, a variety of specialty clinics, and patient and family amenities. The building’s structural system is made up of sturdy concrete slabs over a metal deck that is supported by composite steel beams and steel columns. The seismic force-resisting system for the tower consists of steel special moment resisting frames, making it a robust and stable structure that can withstand natural disasters.
The City of Hope Orange County (COHI) New Gateway Tower – Orange, CA Field Supervisor during special inspection and testing services for the construction of The City of Hope Orange County comprehensive cancer campus and Gateway Tower at Irvine’s FivePoint Gateway. The New Gateway Tower is a groundbreaking project that is being developed in partnership with FivePoint, a renowned owner and developer of large mixed-use, master-planned communities in California. The Gateway Tower is a 6-story high- rise hospital building that spans across a total building area of approximately 172,000 square feet. The tower’s construction is in line with the latest architectural and engineering standards, making it a cutting-edge facility that is designed to deliver world-class healthcare services to the community.
APPENDIX | RESUMES
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
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YEARS OF EXPERIENCE
20+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Soils Special Inspector » Nuclear Gauge Certified
PROFESSIONAL SUMMARY
Thomas Morehead has over 20 years of experience as a soils field technician/special inspector specializing in soils, offering a robust background in assessing and analyzing soil conditions for construction projects. Thomas has a proven track record of ensuring compliance with industry standards by conducting thorough on-site inspections and implementing effective testing methodologies. He provides critical insights, enabling informed decision- making and mitigating potential risks associated with soil composition. He is detail-oriented and committed to upholding the highest standards of safety and quality, with a demonstrated ability to produce comprehensive reports that contribute to the success of construction projects.
SELECT PROJECT EXPERIENCE
City of Vista, East Vista Way and South Melrose Drive Pavement Investigation Services - Vista, CA Tom provided concrete coring sampling and testing during a pavement investigation for the rehabilitation of approximately 4.0 miles of arterial roadway on South Melrose Drive (with the exception of the City of Carlsbad portion near Cannon Road), and approximately 2.0 miles of arterial roadway on East Vista Way. Fenagh did not encounter any uncharacteristic time or resource constraints during the execution of this project.
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Tom provided soil compaction observation and testing during the construction of the Pilgrim Creek Lift Station project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station.
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Tom provided observation and testing of soils, subgrade, asphalt observation and compaction testing, concrete placement and sampling during construction for approximately 6.7 miles of Class II, III and IV bikeway in various communities located throughout the City of San Diego.
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Tom provided soils compaction testing and observation of earthwork activities during construction for various task order projects under this on-call contract with SDGE. Projects have included the Miramar Equipment Operations Racking & Ice Machine and Caspian Building F Warehouse Improvements project.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA Tom provided observation and testing of soils, subgrade, grading, utility trench backfill, subgrade, as well as footing excavation observation during construction of the Mira Mesa Community Park Phase II Improvements project which consists of a new aquatic complex, an all-wheels plaza, the renovation of the current recreation center, and an expanded parking lot.
THOMAS MOREHEAD SOILS FIELD TECHNICIAN
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DAVID REID SPECIAL INSPECTOR/SOILS FIELD TECHNICIAN
YEARS OF EXPERIENCE
20+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Soils Special Inspector No. 8138233 » International Code Council (ICC) Reinforced Concrete Special Inspector No. 8138233 » American Concrete Institute (ACI) Concrete Field Testing Technician – Grade I No. 021642 » Nuclear Gauge Certified
PROFESSIONAL SUMMARY
David Reid has over 20 years of experience in the construction industry and has worked on a variety of projects including, but not limited to: high-rise multi-residential, healthcare, high-rise office, parking structures, hotels, museums, and amusement parks. He is well-versed in construction testing and inspection, and maintains several special inspection credentials. David possesses extensive knowledge of building codes, regulations and ordinances and is well-versed in his ability to comprehend plan documentation .
SELECT PROJECT EXPERIENCE
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA David provided observation and compaction testing of soils, asphalt, and concrete placement and sampling during construction for approximately 6.7 miles of Class II, III and IV bikeway in various communities located throughout the City of San Diego.
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA David provided inspection of post-installed anchors and high strength grouting during construction for various task order projects under this on-call contract with SDGE. Projects included the Miramar Equipment Operations Racking & Ice Machine and Caspian Building F Warehouse Improvements projects.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA David provided concrete placement and sampling, placement of reinforcing steel, inspection and testing of post- installed anchors, and footing excavation observation during construction of the Mira Mesa Community Park Phase II Improvements project which consists of a new aquatic complex, an all-wheels plaza, the renovation of the current recreation center, and an expanded parking lot.
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA David served as field technician/special inspector during construction of the Pilgrim Creek Lift Station project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station.
UCSD 5511 Ridge Walk North Living and Learning Neighborhood (RWNLLN) - San Diego, CA David served as field technician/special inspector during construction of a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The project will also include public realm and site utility infrastructure improvements.
APPENDIX | RESUMES
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
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YEARS OF EXPERIENCE
20+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Soils Special Inspector » American Concrete Institute (ACI) Concrete Field Testing Technician – Grade I » Radiation Safety Officer
» Nuclear Gauge Certified
PROFESSIONAL SUMMARY
Adam Thomas serves as our Laboratory Supervisor and Soils Field Technician with over 20 years of experience in the construction industry and has worked on a variety of projects including, but not limited to: K-14, higher education, healthcare, high-rise office, parking structures, hotels, museums, and amusement parks. He has extensive knowledge of building codes, jurisdictional requirements and regulations, and ordinances and is well- versed in his ability to comprehend plan documentation including laboratory and field testing protocols. He is local to the San Diego area and is a full-time Fenagh employee.
SELECT PROJECT EXPERIENCE
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Adam provided observation and testing of soils, aggregate base material, subgrade, asphalt observation and compaction testing, and concrete sampling during construction for approximately 6.7 miles of Class II, III and IV bikeway in various communities located throughout the City of San Diego.
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Soils observation and testing during construction for various task order projects under this on-call contract with SDGE. Projects included the Miramar Equipment Operations Racking & Ice Machine and Caspian Building F Warehouse Improvements projects.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA Soils observation and testing, waterline trench excavation, and utility trench backfill during construction of the Mira Mesa Community Park Phase II Improvements project which consists of a new aquatic complex, plaza, the renovation of the current recreation center, and an expanded parking lot.
City of Carlsbad Agreement for As-Needed Materials Testing - Carlsbad, CA Adam provided observation and testing of grading, utility trench backfill, subgrade, aggregate base material, and asphalt concrete during construction of a new city hall, streetscape improvements, roundabout construction, and water and sewer projects.
UCSD 5511 Ridge Walk North Living and Learning Neighborhood (RWNLLN) - San Diego, CA Soils observation and testing during construction of a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The project will also include public realm and site utility infrastructure improvements.
ADAM THOMAS SOILS FIELD TECHNICIAN
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FERNANDO ALVARENGA SPECIAL INSPECTOR
YEARS OF EXPERIENCE
19+ Years
LICENSES AND CERTIFICATIONS
» NACE Coating Inspector Level 1, Certified with Bridge Specialty, No. 51807 » NACE Coating Inspector Level 2, Certified with Bridge Specialty, No. 25087 » Corrosion Technician, No. 51807
» Cathodic Protection Tester – CP1, No. 51807
PROFESSIONAL SUMMARY
Mr . Alvarenga is a multi-certified special inspector with over 19 years of experience, brings a wealth of expertise in the construction industry. Fernando’s expertise is coating inspections and cathodic protection. He is a certified NACE Level II CIP coatings inspector as well as a NACE Level I CP cathodic protection tester .
Fernando’s duties include daily coordination with contractors and project teams to ensure construction activities comply with approved plans and specifications. He is highly skilled in steel surface inspection and preparation, anchor and dowel installation, and coating applications. Fernando consistently ensures structural integrity and adherence to industry standards, and demonstrates strong proficiency in construction codes, technical documentation, and project reporting.
SELECT PROJECT EXPERIENCE
» Rinconada WTP Phases 3-6 – Los Gatos, CA
» Nvidia Rack Lab Rack-n-Roll Anchorage Inspections – Santa Clara, CA » Newell Creek Dam Inlet/Outlet Replacement – Ben Lomond, CA » UCSF , PRJ-000119 PH IRM Stair Corrosion Repair – San Francisco, CA » Livermore Water Reclamation Primary and Secondary Treatment – Livermore, CA » Thornton Middle School Conversion – Fremont, CA
» 19th Avenue, State Route 1– San Francisco, CA
» Newell Creek Dam Inlet/Outlet Replacement – Ben Lomond, CA » SCC Tasman Phase II Various Locations – San Jose, CA
» Google Alza Security Enhancement Project – Mountain View, CA » QA/QC NACE Coating Inspector – San Francisco Bay Area, CA APPENDIX | RESUMES
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
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JACOB COLLINS SPECIAL INSPECTOR
YEARS OF EXPERIENCE
5+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Structural Steel and Bolting; Structural Masonry; Spray Applied Fire Proofing; Structural Welding; Reinforced Concrete; Master of Special Inspection; Prestressed Concrete Special Inspector No. 8869331
» American Concrete Institute (ACI) Concrete Field Testing Technician – Grade I No. 1541580 » American Welding Society (AWS) Certified Welding Inspector (CWI) No. 21098161 » LA County Reinforced Concrete; Masonry; LA County Welding » OSHA 30
PROFESSIONAL SUMMARY
Jacob Collins has over five years of experience in the construction industry and has worked on a variety of projects including, but not limited to: high-rise multi-residential, healthcare, high-rise office, parking structures, hotels, museums, and amusement parks. He is well-versed in construction testing and inspection, and maintains several special inspection credentials. Jacob possesses extensive knowledge of building codes, regulations and ordinances and is well-versed in his ability to comprehend plan documentation.
SELECT PROJECT EXPERIENCE
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Jacob provided inspection of post-installed anchors and high strength grouting during construction for various task order projects under this on-call contract with SDGE. Projects included the Miramar Equipment Operations Racking & Ice Machine and Caspian Building F Warehouse Improvements projects.
City of San Diego, Mira Mesa Community Park Phase II Improvements - San Diego, CA Jacob provided concrete placement and sampling, placement of reinforcing steel, inspection and testing of post- installed anchors, and footing excavation observation during construction of the Mira Mesa Community Park Phase II Improvements project which consists of a new aquatic complex, an all-wheels plaza, the renovation of the current recreation center, and an expanded parking lot.
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Jacob served as field technician/special inspector during construction of the Pilgrim Creek Lift Station project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station.
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Jacob served as field technician/special inspector for multiple projects under this on-call contract with the City of Victorville. Projects include the Area 1, 2 And 31 Waterline Replacements project which consisted of the installation of new 8-inch piping, fittings, valving, and appurtenances in the City of Victorville. Additional projects include waterline replacements, road and storm drain reconstruction, and pavement rehabilitations.
APPENDIX | RESUMES
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YEARS OF EXPERIENCE
10+ Years
LICENSES AND CERTIFICATIONS
» Caltrans (CT) Technician Certification CT 125 AGG: Sampling - AGGREGATES » CT 125 GEN: Sampling - GENERAL
» CT 125 HMA: Sampling - HMA
» CT 231: Relative Compaction - Nuclear Gage
» CT 375: AC Density by Nuclear Gage
» CT 504: Air Content of PCC - Pressure Method (JTCP)
» CT 518: Unit Weight - PCC (JTCP)
» CT 523.1 Section B.1 & B.2: Flexural Strength (Field Fabrication) (JTCP) » CT 539: Sampling Fresh Concrete (JTCP)
» CT 540: Making Cylinders - PCC (JTCP)
» CT 543: Air Content of PCC - Volumetric Method (JTCP) » CT 556: Slump - PCC (JTCP)
» CT 557: Temperature - PCC (JTCP)
PROFESSIONAL SUMMARY
Ms. Alexis DiMarzo is a certified special inspector specializing in transportation related construction projects to meet Caltrans standards. She is proficient in assessing materials, verifying compliance with structural specifications, and documenting construction quality for roads, bridges, and other infrastructure. Known for meticulous attention to detail and ensuring adherence to state regulations, enhancing the safety and durability of public works projects.
SELECT PROJECT EXPERIENCE
City of San Diego, Border to Bayshore Bikeway Project - San Diego, CA Alexis provided observation and testing of soils, asphalt observation and compaction testing, and concrete sampling during construction for approximately 6.7 miles of Class II, III and IV bikeway in various communities located throughout the City of San Diego.
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Alexis provided observation and testing of soils during construction for various task order projects under this on- call contract with SDGE. Projects included the Eastern CO Site Asphalt Replacement, Ramona Substation Fencing and Driveway, Caspian Building A Tenant Improvements Phase II, Miramar Equipment Locker Facility, and CP2 Resilience Center Tenant Improvements projects.
Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Alexis provided observation and testing of soils, asphalt observation and compaction testing, and concrete sampling during the construction of the Pilgrim Creek Lift Station project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station.
ALEXIS DIMARZO SPECIAL INSPECTOR
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9474 Chesapeake Drive, Suite 906, San Diego, California 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
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YEARS OF EXPERIENCE
20+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Reinforced Concrete; Structural Masonry; Prestressed Concrete Special Inspector No. 8792072
» American Concrete Institute (ACI) Concrete Field Testing Technician – Grade I
PROFESSIONAL SUMMARY
Shaun Foss is a detail-oriented Special Inspector with over 20 years of experience specializing in concrete, steel, and bolting, with extensive experience in field testing. Shaun has a proven track record of ensuring compliance with industry standards and regulations. Shaun is proficient in conducting thorough inspections of construction sites, materials, and processes to guarantee the highest quality and safety standards. Adept at collaborating with project teams, providing valuable insights, and facilitating effective communication.
SELECT PROJECT EXPERIENCE
San Diego Gas and Electric (SDGE), On-Call Contract - San Diego, CA Shaun provided concrete placement and sampling and post-installed anchors during construction for various task order projects under this on-call contract with SDGE. Projects included the Eastern CO Site Asphalt Replacement, RBDC Generator Addition, and CP2 Resilience Center project.
City of Oceanside On-Call Contract, Pilgrim Creek Lift Station - Oceanside, CA Shaun provided concrete placement and sampling and post installed anchor inspection during construction of the Pilgrim Creek Lift Station project which consisted of replacing portions of the sewer pipeline and manholes on Douglas Drive, as well as necessary improvements to the lift station.
City of Victorville, On-Call Geotechnical Field and Laboratory Testing - Victorville, CA Shaun served as special inspector for multiple projects under this on-call contract with the City of Victorville.
Projects include the Area 1, 2 And 31 Waterline Replacements project which consisted of the installation of new 8-inch piping, fittings, valving, and appurtenances in the City of Victorville. Additional projects include waterline replacements, road and storm drain reconstruction, and pavement rehabilitations.
University of California, San Diego (UCSD) 5511 Ridge Walk North Living & Learning Neighborhood – San Diego, CA
Shaun provided high-strength grouting observation and placement, concrete placement and sampling, shotcrete, torque testing of post-installed anchors, and reinforcing steel inspection during construction of Ridge Walk North Living and Learning Neighborhood. The project is a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The 4-building project will redevelop an approximately 7.5-acre site located on the main UCSD campus.
SHAUN FOSS SPECIAL INSPECTOR
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YEARS OF EXPERIENCE
10+ Years
LICENSES AND CERTIFICATIONS
» International Code Council (ICC) Reinforced Concrete Special Inspector Associate; Structural Steel and Welding Special Inspector - Legacy No. 5284166
» American Concrete Institute (ACI) Concrete Field Testing Technician - Grade I No. 1083245 » American Welding Society (AWS) Certified Welding Inspector (CWI) - Grade I No. 13011141
PROFESSIONAL SUMMARY
Greg Prout has over 10 years of experience in concrete field testing, with a focus on overseeing field welding, concrete placement and sampling, reinforcing steel placement, and high-strength bolting. Proficient in conducting on-site inspections and assessments to ensure adherence to project specifications, industry standards, and safety protocols. He is diligent in documenting all field testing procedures, observations, and results to maintain comprehensive project records and facilitate effective communication with team personnel.
SELECT PROJECT EXPERIENCE
City of San Diego, Mira Mesa Community Park - San Diego, CA Greg provided structural steel and welding inspection, as well as observation of post-installed anchors during construction of the city’s largest park redevelopment. The $43M project completely rebuilds the buildings, community pools, flatwork, utilities, and pavements.
UCSD 5511 Ridge Walk North Living & Learning Neighborhood – San Diego, CA Greg provided field welding inspection during construction of Ridge Walk North Living and Learning Neighborhood.
The project is a mixed-use development that will include housing for undergraduate students, student dining, wellness programming, study lounges, co-working spaces, housing and offices for residential life staff, general assignment classrooms and other academic space. The 4-building project will redevelop an approximately 7.5- acre site located on the main UCSD campus.
UCSD 5595 Multidisciplinary Life Science Building - San Diego, CA Greg provided reinforcing steel and concrete placement and sampling, as well as observation of post-installed anchors during construction on the mid-rise building development to support biomedical engineering research.
Although the project was unfortunately canceled due to funding, during initial construction, Fenagh provided close observation of the deep earthworks and vault construction and tested the backfill and closure of the site.
Additional Project Experience Includes:
▪ Ionis BTS - Parking Garage - San Diego, CA
▪ Ionis BTS - Life Science Building - San Diego, CA
▪ SDGE Metro C&O Storage Yard Pavement - San Diego, CA
▪ Rady’s Childrens Hospital San Diego - Make Ready #3 - San Diego, CA ▪ Rady’s Childrens Hospital San Diego Nelson/Hahn Relocation Project - San Diego, CA
GREG PROUT SPECIAL INSPECTOR
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3.9 | RATE SCHEDULE | (SEPARATE
ELECTRONIC FILE)
RESPONSE TO RFQ FOR AS-NEEDED
PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIALS TESTING,
AND CONSTRUCTION INSPECTION
SERVICES
SUBMITTED BY:
FENAGH, INC. (FENAGH ENGINEERING AND TESTING)
9474 CHESAPEAKE DRIVE, SUITE 906
SAN DIEGO, CA 92123
PHONE: (619) 517-2779
CONTACT: THOMAS “HIGGY” HIGGINBOTHAM
E-MAIL: [email protected]
SUBMITTED TO:
THE CITY OF VISTA (CITY) & BUENA
SANITATION DISTRICT (BSD)
ATTN: ERIN ADAMS, ADMINISTRATIVE
PROGRAMS MANAGER
200 CIVIC CENTER DRIVE
VISTA, CA 92084
SUBMITTED ELECTRONICALLY VIA OPENGOV
PROCUREMENT PORTAL
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MASTER AGREEMENT RATE SCHEDULE
City of Vista
PROFESSIONAL STAFF TITLE PREVAILING WAGE CLASSIFICATION HOURLY RATE Ung Sing (Bruce) Tie, PE Principal Engineer (Civil/Structural) N/A $285 Shaun Staffer, PE Principal Engineer (Civil/Structural) N/A $285 Emil Rudolph, PE, GE Geotechnical Engineer N/A $285
Scott Prince, PE Associate Engineer, Licensed N/A $195
Jason Meares, PG, CEG Project Geologist N/A $195
Thomas Higginbotham Project Manager N/A $147
Bruce Giessel, EIT Staff Engineer N/A $124
Luis Mondragon, EIT Staff Engineer N/A $124
Brian Torgerson, EIT Staff Engineer N/A $124
Jason Eckerson Field Supervisor/CMT N/A $124
Taylor Hull Field Supervisor/Soils N/A $124
Mohammad El-Najjar Laboratory Technician N/A $84
Thomas Morehead Field Technician Group 1 (Geotechnical, Concrete Sampling) $119 David Reid Field Technician Group 1 (Geotechnical, Concrete Sampling) $119 Adam Thomas Field Technician Group 1 (Geotechnical, Concrete Sampling) $119 Jacob Collins Special Inspector Group 2 (Special Inspection) $119 Alexis DiMarzo Special Inspector Group 2 (Special Inspection) $119 Shaun Foss Special Inspector Group 2 (Special Inspection) $119 Greg Prout Special Inspector Group 2 (Special Inspection) $119 David Reid Special Inspector Group 2 (Special Inspection) $121 Jacob Collins Special Inspector Group 2 (Special Inspection) $121 Fernando Alvarenga Special Inspector Group 3 (NDT Testing) $126
3.9 | RATE SCHEDULE
City of Vista
3.9.1 Rate Schedule
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2025 Standard Discounted
* FIELD INSPECTION SERVICES Local Code National Code Rate/Hour Rate/Hour Steel Visual Welding (Group 2) $177 $121.00
Steel Visual Bolting (Group 2) $177 $121.00
Nondestructive - UT, MT, PT (Group 3) $177 $126.00
Steel Visual/NDT Combination (Group 3) $177 $126.00
Concrete ACI Sampling (Group 1) $177 $119.00
Batch Plant Inspection (Group 2) $177 $121.00
Concrete ICC/ACI-II (Rebar/Placement) $177 $121.00
Concrete PT (Group 2) $177 $121.00
Masonry (Group 2) $177 $121.00
Fireproofing (Thickness/Density) (Group 2) $177 $121.00 Firestopping/Fire-safing (Group 2) $177 $121.00
Soil Technician w/Nuclear Gauge and/or Sand Cone (portal-to-portal) (Group 1) $177 $119.00 Asphalt Technician w/Nuclear Gauge (portal-to-portal) (Group 1) $177 $119.00 Roofing & Weatherproofing/Waterproofing (Group 1) $177 $119.00 Structural Wood Framing (Group 2) $177 $121.00
Shotcrete (Group 2) $177 $121.00
Fiber Reinforced Concrete (FRP) (Group 2) $177 $121.00
Lead/Multi-Disciplined Inspector (Group 2) $177 $121.00 Specialty Inspector where certification not above is required (Group 2) $177 $121.00 Certified Cal OSHA Tower Inspector (Group 2) $177 $121.00 Quality Control Manager (Group 2) $182 $121.00
ASNT Level III (Group 3) $206 $150.00
Laboratory Technician/Sample Runner $177 $84.00
Project Coordinator $177 No Charge
Technician Typist $177 No Charge
**PROFESSIONAL SERVICES
Principal Engineer (Civil/Structural) $383 $285.00
Geotechnical Engineer $288 $285.00
Consulting Engineer (Envelope) $347 $195.00
Associate Engineer, Licensed $265 $195.00
Project Geologist $265 $195.00
Project Manager $265 $147.00
Staff Engineer $265 $124.00
Field Supervisor $235 $124.00
SPECIAL SERVICES
Portable and Mobile Laboratories, Concrete and Soils QOR *** Off-Site Structural Steel or Precast Fabrication $218 * Epoxy Bolt Proof Load/Pull Testing $159
* Expansion Anchor Proof Load/Torque Testing $159
* Coring, 1 Person (including equipment) $383 $275.00
* Coring, 2 Persons (including equipment) $500 $375.00
Engineering Project Research QOR
Torque Wrench Equipment Fee Per Hour $88 $0.00
Nuclear Gauge Testing Fee Per Hour $88 $0.00
Skidmore-Wilhelm Equipment Fee Per Hour $88 $0.00
Geotechnical Site Investigations/Foundation Reports $8,828 Rebound Hammer, Schmidt Hammer, Windsor Probe - Equipment Fee Per Hour $412 $15.00 Floor Flatness Testing FF/FL - (Equipment Fee $100/Hour) $347 Floor Flatness Testing FF/FL - Report Fee $589
Measuring Moisture Vapor Emission Rate (Calcium Chloride) - $100/Kit ASTM F1869 $135 Relative Humidity Testing - ($100/kit) ASTM F2170 $135
GPR (Ground Penetrating Radar) - Equipment Fee $175/Hour $412 Concrete Crack Gauge Monitoring $412
Building Evelope - Air Leakage Rate by Fan Pressure ASTM E779 $883 Water Penetration of Windows, Skylights, Doors and Curtain Walls by Uniform or Cyclic Pressure ASTM E1105 $3,354 Air and Water Infiltration Leakage Testing AMMA 501.2 $3,354 Electronic Leak Detection of Roof (Vector Mapping) QOR
Air Content Test Equipment $118 $0.00
Slump & Temperature Equipment $118 $0.00
Fireproof Density and Adhesion/Cohesion Inspection Kit $118 $0.00 Dynamic Cone Penetrometer (DCP) QOR
Gamma Gamma/ Cross Hole Sonic Logging (CSL) Testing $3,637 Administration, Accounting, Special Projects, Notary, Certified Payroll $147 Concrete/Grout/Mortar Mix Design Review (less than 48 hours notice - $500) $412 Welding Procedure Review (less than 48 hours notice - $500) $412 Welder Qualification Test Record AWS $1,177
Geotechnical Pad Letter (less than 48 hours notice - $2,000) $1,766 Final Letter (less than 48 hours notice - $2,000) $1,766 Expert Witness Court appearance, per day $2,825
FEE SCHEDULE
PERSONNEL FEES AND BASIS OF CHARGES
INSPECTIONS, ENGINEERING & SPECIAL SERVICES
* Field inspection services will be billed in accordance with minimums shown on Basis of Charges. **Professional engineering services and laboratory technician services will be billed at actual time. *** All plant inspections are located within 50 miles of the project location. Steel shops will be AISC certified and concrete plants will be PIC certified. **** Two inspections performed by the same inspector during a site visit will be billed at the combination rate. ***** Three or more inspections performed by the same inspector during a site visit will be billed at the multi-disciplined rate.
INSPECTING
TESTING
ENGINEERING
All fees subject to Basis of Charges
All Fees Subject to Basis of Charges
3.9 | RATE SCHEDULE
City of Vista
3.9.1 Rate Schedule
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9474 Chesapeake Drive, Suite 906, San Diego, CA 92123 | Phone: (858) 427-2200 www.fenaghengineering.com
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All Fees Subject to Basis of Charges
3.9 | RATE SCHEDULE
City of Vista
3.9.1 Rate Schedule
INSPECTING
TESTING
ENGINEERING
GENERAL
MINIMUM HOURLY CHARGES – INSPECTION
Field services will be billed in 2-hour increments and actual hours worked after 4 hours:
One-half day or less 4 Hours
Over one-half day 8 Hours
Show-up time (less than 2 hours notice = 4 hour charge) 2 Hours
WORKING HOURS AND PREMIUM TIME
Regular workday is the first 8 hours between 6:00 am and 6:00 pm Monday through Friday. Premium time is as follows:
Overtime, Weekdays and Saturdays (first 8 hours) 1.5 x quoted hourly rate Overtime Saturdays (over 8 hours) and Sundays (first 8 hours) 2 x quoted hourly rate Overtime Sundays (over 8 hours) and Holidays 3 x quoted hourly rate Shift differential, swing and graveyard - (Work performed between 2:00 pm and 4:00 am) 1.5 x quoted hourly rate MISCELLANEOUS CHARGES - Only Where Applicable
Notary Services Fee $25.00/each
Facsimile Charges. Plus $1.00/page (n/c for cover page) $5.00 minimum Wireless Router/Data Card for Jobsite Internet $100.00/day Parking Fees At Cost
Air Travel Cost Plus 5%
Outside Services Cost Plus 20%
Per Diem $125.00/day
Mileage Standard Federal Rate
Trip Charge $200/day
Sample Pickup $40.00/Each $15.00/Each
Weekend Sample Pickup $75.00/hour
ELAS User Fee $25.00/Month
Project Administration 10% of Monthly Invoice
Samples Made by Others $110 + Test Cost
Laboratory Sample Witness Fee $100.00
EZ Cure Boxes (Thermostatically Controlled Curing Boxes) QOR Returned Check Fee $100.00
Expedited Dispatch Request (inspections scheduled less than 12 hours notice) 1.5 X quoted hourly rate Yearly Escalation / July 1st Every Year $5 Hourly 10% Lab TESTS
LIMIT OF LIABILITY
INSURANCE
For the waiver of subrogation if required by client, a 3% Fenagh administrative fee will be added to all gross billings/revenue in addition to the 3% Project Management fee.
PAYMENT
Testing fees shown include normal time for performing test. Samples requiring special preparation will be charged at the laboratory technician rate. Fees for tests not listed will be quoted upon request. There will be a minimum charge of $100.00 for any engineering report. Please note some tests maybe tested by sub consultants. Samples delivered to the laboratory after 3:00pm or samples needing results within 24 hours will incur a 50% mark-up.
Invoices will be submitted monthly for services performed during the preceding month and are payable on receipt. Interest of 1.5% per month (but not exceeding the maximum rate allowable by law) will be payable on any amounts not paid within 30 days, payment thereafter to be applied first to accrued interest and then to the principle unpaid amount. Attorney’s fees or other costs incurred in collecting any delinquent amount shall be paid by client. Visa, MasterCard and American Express payments are accepted however fees will apply. Visa and MasterCard payments require an additional 3% on top of the amount of the invoice being paid. American Express payments require an additional 4% on top of the amount of the invoice being paid.
The total liability of Fenagh, LLC is limited to the contract dollar value.
BASIS OF CHARGES
Fees for tests and inspection include cost of technician, normal equipment and regular reports. Engineering services other than supervisory will be charged at applicable rates. For engineers, consultants, supervisors, and laboratory technicians traveling to a jobsite, standard federal rate per mile will be charged portal-to-portal for all projects. Fees for special projects, services overseas, or elsewhere in the United States, will be quoted on request. With prior notification to Client; charges are subject to change at any time. Fenagh reserves the right to adjust the rates quoted in this contract based upon any CPI/state mandated increases and/or changes in any industry requirements.
All fees subject to Basis of Charges
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All Fees Subject to Basis of Charges
3.9 | RATE SCHEDULE
City of Vista
3.9.1 Rate Schedule
INSPECTING
TESTING
ENGINEERING
CONCRETE Local Standard National Standard
Compressive Strength of Cylindrical Concrete Specimens (6x12) ASTM C39 $65 $27.00 Compressive Strength of Cylindrical Concrete Specimens (4x8) ASTM C39 $65 $27.00 Compressive Strength of Cylindrical Concrete Specimens (over 3500 psi) ASTM C39 $100 $27.00 Compressive Strength of Cylindrical Concrete Specimens (over 6000 psi) ASTM C39 $135 $27.00 Cylinder molds. 6” x 12” and 4" x 8" (Per Case) ASTM C470 $71 $47.00 Compressive Strength of Lightweight Insulating Concrete ASTM C495 $77 Obtaining and Testing Sawed Beams and Drilled Cores of Concrete (cores) ASTM C42 $177 Flexural Toughness of Fiber Reinforced Concrete (Round Panel) ASTM C1550 $353 Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading) ASTM C78 $247 $74.00 Length Change of Hardened Hydraulic-Cement Mortar and Concrete (Shrinkage 1 ASTM C157 $118 Shotcrete Nozzleman Qualification ACI 506, ASTM C42 and $353 $247.00 Shotcrete Pre-Qualification Cores ACI 506, ASTM C42 and $88 $74.00 Shotcrete Production Cores ASTM C1140 $88 $74.00
Coefficient of Thermal Expansion AASHTO T336 $424
Determining Density of Structural Lightweight Concrete (Cylinders) ASTM C567 $383 Standard Specification for Concrete Made by Volumetric Batching and Mixing ASTM C685 $912 Cement Quality Sampling $689
Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete ASTM C472 $59 Splitting Tensile Strength of Cylindrical Concrete Specimens ASTM C496 $294 Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression ASTM C469 $306 Grab Sample, Sealing and Storing in a Humidity and Temperature Controlled Room $235
Density of Hydraulic Cement ASTM C188 $306
Testing of Controlled Low Strength Material (CLSM) Test Cylinders ASTM D4832 $235 $147.00 GFRC Pull Test PCI $589
GFRC Flexural Test PCI $589
Foaming Agents for Use in Producing Cellular Concrete Using Preformed Foam ASTM C796 $71 Petrographic Analysis $4,120
MASONRY
Compressive Testing of Grout (Masonry) ASTM C1019 $100 $47.00 Compressive Strength of Hydraulic Cement Mortars Using 2" Cube Specimens ASTM C109 $147 $47.00 Compressive Strength of Masonry Prisms ASTM C1314 $147 $74.00 Testing Concrete Masonry Units and Related Units (Core Compression) CBC 2105A.4 $206 $147.00 Compressive Strength of Molded Masonry Mortar Cylinders and Cubes (2" Sample) ASTM C780 A7.6 $177 $47.00
Testing Concrete Masonry Units (CMU) and Related Units (Full Unit) ASTM C140 $294 Linear Drying Shrinkage of Concrete Masonry Units (Per Unit) ASTM C426 $294 Masonry Core Shear Testing $294 $247.00
Testing Concrete Masonry Units (Absorption, Moisture Content, Unit Weight) ASTM C140 $471 Brick and Clay Tile (modulus of rupture, compression, saturation coefficient, suction rate, efflorescence)* ASTM C67 $1,177
Mortar Molds. 2” x 4”. Single Use $147
Mortar or Grout, Stored and Cured, Not Tested (including mold) $147
AGGREGATES (SOILS AND CONCRETE)
Determining Sieve Analysis of Fine and Coarse Aggregates (Coarse Only) ASTM C136 $177 $120.00 Sieve Analysis of Fine and Coarse Aggregates (Fine Only) ASTM C136 $235 $120.00 Sieve Analysis of Fine and Coarse Aggregates (Wash Included) ASTM C117 $294 $120.00 Sieve Analysis of Fine and Coarse Aggregates (200 Wash Only) ASTM C117 $177 $120.00 Evaluating Cleanness of Coarse Aggregate $294
Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate ASTM C88 $206 Unit Weight of Aggregate $147
Clay Lumps and Friable Particles in Aggregates ASTM C142 $177 Flat Particles, Elongated Particles or Flat and Elongated Particles in Coarse Aggregate ASTM D4791 $294
Organic Impurities in Fine Aggregates for Concrete ASTM C40 $265 $197.00 Density, Relative Density(Specific Gravity), and Absorption of Coarse Aggregate ASTM C127 $265 Density, Relative Density(Specific Gravity), and Absorption of Fine Aggregate ASTM C128 $265 Resistance of Degradation of Small Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine ASTM C131 $589
Percentage of Crushed Particles/Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate ASTM D5821 $294 Uncompacted Void Content of Fine Aggregate (as Influenced by Particle Shape, Surface Texture, and Grading)
ASTM C1252/AASHTO
T304A $294
Sand Equivalent Value of Soils and Fine Aggregate ASTM D2419 $206 $127.00 Flakiness Index of Coarse Aggregate $206
Durability Index (Fine) ASTM D3744 $324 $247.00
Durability Index (Coarse) ASTM D3744 $324 $247.00
Durability Index (Fine and Coarse) ASTM D 3744 $335 $247.00 Lightweight Particles in Aggregate
ASTM C123/AASHTO
T113 QOR
Resistance of Rock to Wetting and Drying CRD-C169 $471
*Unusual sample preparation for brick specimen will be charged at the established hourly rate.
LAB CONCRETE AND MASONRY TESTS
All fees subject to Basis of Charges
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All Fees Subject to Basis of Charges
3.9 | RATE SCHEDULE
City of Vista
3.9.1 Rate Schedule
INSPECTING
TESTING
ENGINEERING
SOILS Local Code National Code
Direct Shear Test of Soils Under Consolidated Drained Conditions ASTM D3080 $500 $400.00 Caltrans Corrosivity Package $500 $400.00
Resistivity and pH Measurements of Soil and Water $235 $175.00 Determining Field and Laboratory Resistivity and pH Measurements for Soil and Water $235 Soils and Waters for Sulfate Content $177
Soils and Waters for Chloride Content $177
Swell Test Under 60psf Surcharge (per SNV Amendments to IBC) ASTM D2435 (Modified) $206 $187.00 Particle-Size Analysis of Soils (with Hydrometer) ASTM D422 $647 $589.00 Pore Water Extraction and Determination of the Soluble Salt Content of Soils by ASTM D4542 $647 Standard Test Method for Particle-Size Analysis of Soils (without Hydrometer) ASTM D422 $530 Liquid Limit, Plastic Limit, and Plasticity Index of Soils ASTM D4318 $471 $247.00 Laboratory Compaction Characteristics of Soil Using Modified/Standard Effort ASTM D1557/D698 $471 $247.00 Field Density Test for Compaction $235
Hydrometer Only ASTM D422 $530 $247.00
pH of Soils ASTM D4972 $530 $247.00
Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer ASTM D2844 $706 $400.00 Laboratory Determination of Water(*moisture) Content of Soil and Rock by Mass ASTM D2216 $235 $214.00 Density of Soil in Place by the Drive-Cylinder Method ASTM D2937 $147 Expansion Index of Soils ASTM D4829 $441 $250.00
Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) ASTM D5084 $530 $482.00
Lab Compaction Characteristics of Soil 1 Point Proctor (Check Point) ASTM D698/D1557 $265 $147.00 Maximum Index Density and Unit Weight of Soils Using a Vibratory Table ASTM D4253 $353 Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density ASTM D4254 $353
Density of Hydraulic Cement ASTM C188 $324
Volatile Organic Content EPA 8260B QOR
Semi Volatile Organics by GC/Ms (Basic Target List) EPA 8270C QOR Total Organic Carbon ASTM 2974/EPA QOR
ICP Metals Concentration
EPA 6020 - CAM/CCR
17 QOR
Total Extractable Petroleum Hydrocarbons: TPH, MTBE, Benzene,Toluene, Ethylbenzene, Zylenes, %SS EPA 8015B QOR
ICP Metals Concentration EPA 6020 QOR
pH EPA 9045D $530
Sequential Batch Extraction of Waste with Acidic Extraction Fluid ASTM D5284 QOR Chromium Soluble EPA 7196A QOR
Moisture, Ash and Organic Matter of Peat and Other Organic Soils (Organic ASTM D2974 $294 Universal Soil Classification System (USCS) Test ASTM D2487 $471 $428.00 California Bearing Ratio Test ASTM D1883 $471 $428.00
Unconfined Compressive Strength of Cohesive Soil ASTM D2166 $294 $268.00 ASPHALT Local Code National Code
Bituminous Material Content of Asphalitic Concrete Mixtures By The Nuclear Method $1,059
Quantitative Extraction of Bitumen from Bituminous Paving Mixtures (Solvent) ASTM D2172 $883 Determining Low Temperature Performance Grade (PG) of Asphalt Binders ASTM 6816 QOR Thickness/Height of Compacted Bituminous Paving Mixture Specimens (Cores) ASTM D3549 $294 $225.00 Bituminous Mixtures Utilizing Four Inch Marshall Apparatus $383 $215.00 Method of Prep of Bituminous Mixture Test Specimens ASTM D6926 $294 $225.00 Bulk Specific Gravity and Density of Compacted Bituminous Mixtures (LTMD) ASTM D1188 and D2726 $1,059 $750.00 Indirect Tensile (IDT) Strength of Bituminous Mixtures (TSR) ASTM D6931 QOR Mechanical Size Analysis (Coarse and Fine) of Extracted Aggregate ASTM D5444 $412 $300.00 Marshall Stability and Flow of Bituminous Mixtures ASTM D6927 $1,059 $750.00 Theoretical Maximum Specific Gravity and Density (Rice) ASTM D2041 $412 $325.00 Swell of Bituminous Mixtures $412 $375.00
Moisture Vapor Susceptibility of Bituminous Mixtures/Moisture or Volatile Distillates in Asphalt ASTM D1461 $1,000 $750.00
Preperation of HMA Superpave Gyratory Compaction AASHTO T312 $1,059 $750.00 Determination of Voids in Compacted Bituminous Mixtures $530 $335.00 Determination of Asphalt Content of Bituminous Paving Mixtures by the Ignition Method ASTM D6307 $471 $335.00 Determination of Asphalt Binder Content of Asphaltic Concrete Mixtures (RAP) by the Ignition Method $471 $335.00 Determination of Correction Factor of Bituminous Paving Mixtures by the Ignition Method ASTM D6307 $471 $335.00 Determination of Asphalt and Moisture Contents of Bituminous Mixtures by Microwave Oven $471 $335.00
Effect of Water on Compressive Strength of Compacted Bituminous Mixtures (Set of 6) ASTM D1075 $2,354 $2,140.00
Compressive Strength of Bituminous Mixtures ASTM D1074 $294 $225.00 * Unusual sample preparation (dried clays, saturated clays, etc.) and all other tests for treated or untreated soils, aggregate subbase and aggregate base will be charged at established rates for laboratory technician.
** Does not include sample preparation or sieve analysis
LAB SOILS AND ASPHALT TESTS
All fees subject to Basis of Charges
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All Fees Subject to Basis of Charges
3.9 | RATE SCHEDULE
City of Vista
3.9.1 Rate Schedule
INSPECTING
TESTING
ENGINEERING
METALS MATERIALS MECHANICAL TESTS Local Code National Code Mechanical Testing of Steel Products (General Tensile) ASTM A370 $383 Fillet Weld Break Test for Qualification (Welding) AWS B4.0 $147 Tension Testing of Metallic Materials (Welding Coupon Tensile) ASTM E8, B557 and $383 Mechanical Testing of Steel Products (Couplers) ASTM A370 $383 Impact Testing of Miniaturized Charpy V-Notch Specimens, Notched Bar Impact Testing of Metallic Materials
ASTM E2248 and ASTM
E23 QOR
Testing, Practices, and Terminology for Chemical Analysis of Steel Products ASTM A751 $353 Mechanical Testing of Steel Products & Bend Testing of Material for Ductility; #3- #8 ASTM A370 and E290 $294
Mechanical Testing of Steel Products & Bend Testing of Material for Ductility; #9- #11 ASTM A370 and E290 $353
Mechanical Testing of Steel Products & Bend Testing of Material for Ductility; #14+ ASTM A370 and E290 QOR Mechanical Testing of Steel Products, Standard Specification for Steel Wire, Plain, for Concrete Reinforcement
ASTM A370, A82 and
A185 $353
Guided Bend Test for Ductility of Welds, Mechanical Testing of Welds ASTM E190 and AWS
B4.0 $206
Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Anchor Bolts Only (Tension and Yield)
ASTM F307, F1554 and
F606 $412
Rockwell Hardness of Metallic Materials ASTM E18 $118
Proof Test for Carbon and Alloy Steel (Nuts Only) ASTM A194 or A563 $265 Radiographic Examination of Metallic Castings/Weldments ASTM E94, E1030 and
E1032 QOR
Macroetching Metals and Alloys
ASTM E340, E381 and
AWS $265
Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (HSB Assemblies) ASTM F606 $294 Mechanical Testing of Steel Products (Terminators Tensile) ASTM A370 $294 Steel Strand, Uncoated Seven-Wire for Prestressed Concrete ASTM A416 and A1061 $1,177
OTHER MATERIALS MECHANICAL TESTS
Strength for Sewn or Bonded Seams of Geotextiles ASTM D4884 $471 Tearing Strength of Fabrics by the Tongue (Single Rip) Procedure ASTM D2261 $471 Breaking Strength and Elongation of Textile Fabrics (Grab Test) ASTM D5034 $412 Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars (FRP) ASTM D3039 $942 Moisture Content of Non-Typical Materials ASTM C566 $294 Aluminum Oxide Content ASTM C25 $883
Viscosity of Non-Typical Materials ASTM D2196 $530
Plastic Ultimate Tensile ASTM D638 $412
FIREPROOFING
Thickness and Density of Sprayed Fire-Resistive Material (SFRM) ASTM E605 $294 Cohesion/Adhesion of Sprayed Fire-Resistive Materials (Test Kit Only) ASTM E736 $118
CONTACT INFORMATION
Arizona: 2730 E Jones Ave, Suite 102 • Phoenix, AZ 85040 • P 480.867.6877 Nevada: 3842 E. Post Road, Suite B • Las Vegas, NV 89120 • P 702.449.2132 New England: 12 Tech Cir • Natick, MA 01760 • P 617.938.3774 New York: 54-21 73rd Place • Maspeth, NY 11378 • P 516.423.3482 Northern California: 3942 Valley Avenue, Suite A • Pleasanton, CA 94566 • P 925.403.4747 Southern California: 9070 Center Avenue • Rancho Cucamonga, CA 91730 • P 909.587.6374 Southern California: 9474 Chesapeake Drive, Suite 906 • San Diego, CA 92123 • P 858.427.2200 Texas: 2600 East Old Settlers Blvd • Round Rock, TX 78665 • P 925.403.4746 Washington: 22016 68th Ave South, Kent, WA 98032
LAB METALS AND OTHER MATERIALS TESTS
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All invoices are accompanied by supporting documentation, which may include test results, daily field reports (DFRs), project images, and personnel timesheets.
Beyond the contracted project budget(s), no additional
costs are incurred.
Billing coordinators work closely with our assigned Project Manager, Thomas "Higgy" Higginbotham, to review all
invoices prior to submittal.
Services outside the contracted scope will be communicated in advance if the project budget may be affected.
3.9.3 OVERTIME PAY
Fenagh applies overtime rates only for non-exempt
employees. Normal working hours and applicable overtime rates are clearly defined and tracked. Any overtime requests are submitted to the Project Team prior to incurring hours, ensuring approval and alignment with project budgets.
ADDITIONAL COSTS
Fenagh will not seek compensation for additional fees, costs, expenses or reimbursable fees. Hourly rates will include all necessary resources including labor, equipment, materials, reports, transportation, etc.
3.9.2 BILLING
Our standard scope of services is billed on a time and
materials basis. Fenagh will submit all billing on a monthly basis for work performed through the end of each billing period. Each invoice will include a status report summarizing work performed. Final billing will be approved only after the City and BSD approve the accompanying status report.
Invoices are prepared and distributed by the 15th of each month, with services rendered in a given month billed
the following month (e.g., January services invoiced in February). Each invoice will include:
» Date of Service
» Description of Services
» Hours/Units Billed
» Hourly/Unit Rate
» Total Invoice Amount Due
3.9 | RATE SCHEDULE
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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 12/09/2025
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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 12/09/2025
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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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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 pro visions 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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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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GEOCON INCORPORATED
Professional Services – RFP – Prevailing Wages
CONTRACT FOR AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIALS TESTING, AND CONSTRUCTION INSPECTION
SERVICES
THIS “CONTRACT” is entered into by and between the “Parties” as of ___________________ (“Contract Date”).
1.0 THE “PARTIES”
The “City”:
CITY OF VISTA, a chartered municipal
corporation
AND
BUENA SANITATION DISTRICT, a County
Sanitation District
200 Civic Center Drive
Vista, CA 92084
Working Contact: Jason Rivera
Billing Contact: Erin Adams
The “Contractor”
Geocon Incorporated, a California
corporation
6960 Flanders Drive
San Diego, CA 92121
Contact: Shawn Weedon
2.0 BASIC TERMS
2.1 The “Services” to be performed by Contractor are set forth in (“Exhibit A”).
2.2 The “Required License” for the Services is: California Geotechnical Engineer.
2.3 Contractor, an entity holding the Required License, desires to enter into this “Contract” with City for the Services.
2.4 The “Project” for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated October 27, 2025 (“Exhibit B”).
2.6 The “Contract Ceiling Price” is: $800,000.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for 36 calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional 24 months, in increments of City’s choice, for a maximum Term of 60 from the Contract Date. 12/09/2025
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3.3 City may terminate this Contract upon 30-days’ written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed. For contract option years, City may approve, upon Contractor’s request, an increase in the pricing in Exhibit B in the amount of the increase in the Consumer Price Index, San Diego Area for all Urban Customers (CIP-U) as published by the Bureau of Labor Statistics during the preceding year, or 3.0% whichever is less.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and 12/09/2025
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Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.
5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
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10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to “Standard Specifications”, it shall mean:
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.
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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 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.
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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 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.
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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.
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.
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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.
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, to the extent caused by the negligence or willful misconduct of Contracotr, 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 negligence contributed to the Liability on a comparative basis; or (ii) such other amount as may be required by law (“Duty of Indemnification”).
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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.
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 12/09/2025
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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 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 B. FRANKLIN, MAYOR /
CHAIRPERSON
ATTEST:
KATHY VALDEZ, CITY CLERK / CLERK OF THE
BOARD
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY / DISTRICT
COUNSEL
By:
RISK MANAGEMENT REVIEW:
ANALISA HOLBROOK, RISK MANAGER
By:
APPROVED
Amanda L. Guy
20251110130930
“Contractor”
GEOCON INCORPORATED, a California
corporation
By:
Name/Title
By:
Name/Title
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EXHIBIT A
REQUEST FOR PROPOSALS
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CITY OF VISTA & BUENA SANITATION DISTRICT
REQUEST FOR QUALIFICATIONS (RFQ),
FOR
AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIAL TESTING, AND
CONSTRUCTION INSPECION SERVICES
Addendum No. 1
October 15, 2025
All Contractual Requirements as defined within the Contract Documents shall remain in full force to the extent that they are not modified or in conflict with the attached addendum.
A. QUESTIONS AND ANSWERS
Q1 (OpenGov-Question 11)
Mariel Attento Rhorer Oct 7 2025 at 10:19 AM
Twining, Inc.
Is it possible to include language pertaining to California Civil Code 2782.8, as is the design professional industry standard? Such as the following: Notwithstanding anything to the contrary set forth in this Article, if Contractor is a “design professional” (as defined in California Civil Code Section 2782.8(c)), and to the extent that it is performing any of the Services in its capacity as a design professional, Contractor’s indemnification and defense obligations under this Article with respect to such Services will be limited in accordance with, but required to the maximum extent permitted under, California Civil Code Section 2782.8.
A1 (OpenGov-question 11)
Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement. (Paragraph 22) Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q2 (OpenGov-question 4)
Kim Goodrich Oct 3 2025 at 12:56 PM
Geocon Consultants, Inc.
Please confirm whether the City considers “Subconsultant” and “Subcontractor” interchangeable. Subcontractors are typically retained on an as-needed basis, with no 12/09/2025
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guarantee of use. Will the City allow subcontractor fee schedules to be provided at the time of individual Task Orders rather than with the initial SOQ? A2 (OpenGov-question 4)
Yes, for purposes of this RFQ, the term “subcontractor” and “subconsultant” is used interchangeably.
In accordance with Par 13 of RFQ, Establishment of Fees, subcontractor fee schedules may be provided at the time individual task orders are negotiated.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q3 (OpenGov-Question 7)
Christine Horn Oct 6 2025 at 11:17 AM
Geocon Incorporated
Indemnity [Section 24.0]: The indemnity clause in the Sample Agreement does not appear to comply with California Civil Code §2782.8, as it is not negligence-based and does not provide for proportionate allocation of defense costs. Can the City please clarify whether the indemnity language in the final agreement can be revised to conform with the requirements of §2782.8?
A3 (OpenGov-Question 7)
Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement. Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q4 (OpenGov-Question 8)
Christine Horn Oct 6 2025 at 11:19 AM
Geocon Incorporated
Insurance [Exhibit C]: The insurance section of the Sample Agreement states that if the Consultant maintains limits higher than the minimum required by the contract, the City will be entitled to the Consultant’s full limits of insurance. This language is problematic because it unfairly requires the Consultant to make all available insurance proceeds, including those above the required limits, accessible to the City for a single contract.
This effectively puts the Consultant’s full policy limits at risk, regardless of a project’s scope or value. Insurance policies are typically intended to cover multiple projects or clients, and exposing the full limits to one party undermines the purpose of having defined coverage minimums. It also exceeds what most insurers are willing to endorse, 12/09/2025
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potentially leaving the Consultant without adequate coverage for other work and creating serious insurability and cost issues. This seems inconsistent with the intent of setting minimum insurance requirements. Can the City please clarify whether this provision can be revised so that only the stated minimum limits apply to the Consultant’s obligations under the Agreement?
A4 (OpenGov-Question 8)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q5 (OpenGov-Question 9)
Christine Horn Oct 6 2025 at 11:20 AM
Geocon Incorporated
Insurance [Exhibit C]: Currently, the insurance requirements state that all coverages must be carried on a primary and non-contributory basis. However, only Commercial General Liability and Automobile Liability can be carried on this basis. Can the Agreement be revised to specify this distinction?
A5 (OpenGov-Question 9)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Q6 (OpenGov-Question 10)
Christine Horn Oct 6 2025 at 11:21 AM
Geocon Incorporated
Insurance [Exhibit C]: The insurance requirements currently state that all subcontractors must meet the same insurance requirements as the Consultant.
However, some subcontractors may not be professionals and therefore would not carry Professional Liability coverage, as it is not applicable to their trade. Can this requirement be revised to apply only to the extent relevant to the subcontractors’ scope of work and trade?
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A6 (OpenGov-Question 10)
This comment is noted but no response is needed at this time. Please see revised Exhibit A with updated Sample City of Vista and BSD Professional Services Agreement.
Since the Question and Answers period has passed, any further issues shall be identified and explained per 3.7.6 ‘Exceptions to RFQ’ .
Prospective Bidders shall acknowledge their receipt of this Addendum No. 1 and its incorporation into the bid submitted by executing this document in the designated space below and submitting this document with their bid:
I hereby acknowledge that I have received Addendum No. 1 and its provisions have been incorporated into the attached bid proposal.
_______________________________________________________________________ By
____________________________________ ________________________ Company Date
SEE REVISED EXHIBIT A
SAMPLE CITY OF VISTA AND BSD PROFESSIONAL SERVICES AGREEMENT (below)
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CONTRACT FOR PROFESSIONAL SERVICES
TYPE OF SERVICES
THIS “CONTRACT” is entered into by and between the “Parties” as of ___________________ (“Contract Date”).
1.0 THE “PARTIES”
The “City”:
CITY OF VISTA, a chartered municipal
corporation
200 Civic Center Drive
Vista, CA 92084
Working Contact: WorkingName
Billing Contact: BillingName
The “Contractor”
Namex, statusx
Address1
Address2
Contact: ContactName
2.0 BASIC TERMS
2.1 The “ Services” to be performed by Contractor are set forth in (“Exhibit A”).
2.2 The “ Required License” for the Services is: type.
2.3 Contractor, an entity holding the Required License, desires to enter into this “Contract” with City for the Services.
2.4 The “ Project” for which the Services are required is described in Exhibit A.
2.5 Contractor has submitted to City a Proposal to perform the Services dated proposaldate (“Exhibit B”).
2.6 The “ Contract Ceiling Price” is: pricex.
2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for xx calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional yy months, in increments of City’s choice, for a maximum Term of zz from the Contract Date.
3.3 City may terminate this Contract upon 30-days’ written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to 12/09/2025
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the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
5.0 COMPENSATION
5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
5.3.1 The changes, additions, and deductions to be made.
5.3.2 The increase or decrease in compensation due the Contractor, if any.
5.3.3 Adjustment in the time of completion, if any.
5.4 Contract Ceiling Price
5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.
5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.
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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).
7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
9.0 STANDARD OF PERFORMANCE
9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
10.1 Except as otherwise provided, whenever reference is made to “ Standard Specifications”, it shall mean:
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Standard Specifications for Public Works Construction, most current edition and supplement, as last amended, with Regional Supplements, written and promulgated by Southern California Chapter, American Public Works Association, and Southern California District, Associated General Contractors of California, Joint Cooperative Committee (“Greenbook”) and the City of Vista Special Provisions to the Greenbook.
10.2 Except as otherwise provided, whenever reference is made to “ Standard Plans”, it shall mean:
San Diego Area Regional Standard Drawings, and City of Vista Standard Drawings, latest edition, unless otherwise noted.
11.0 SUPPLEMENTARY DEFINITIONS
In addition to or in lieu of the terms and definitions specified in Section 1-2 of the Standard Specifications, wherever the following terms and definitions are used, the intent and meaning shall be as follows:
City: The City of Vista.
Board: The City Council of the City of Vista.
Drawings or Plans: All drawings, plans, maps, profiles, and diagrams delineating the work on the Services.
12.0 CONTRACTOR’S STATUS; CONTRACTOR’S EMPLOYEES
12.1 Contractor shall perform the services provided for herein in Contractor's own way as an independent contractor and in pursuit of Contractor's independent calling. Contractor is not to be considered an employee of City, nor shall any employees of Contractor be considered employees of City, for any purpose. Contractor shall be under the direction and control of City staff only as to the results to be accomplished. This Contract is not intended to create the relationship of partnership, joint venture, or association between City and Contractor.
12.2 Contractor represents and warrants that all design professional services shall be provided by a person or persons duly licensed by the State of California to provide the type of services described in Exhibit A.
12.3 Neither Contractor, nor any of Contractor's officers, employees, or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
12.4 Contractor is aware of the requirements of the Immigration Reform and Control Act of 1986 and shall comply with those requirements, including, but not limited to, verifying the eligibility for employment of all of Contractor’s officers, employees, agents, and subcontractors that are included in this Contract.
12.5 The payment made to Contractor pursuant to this Contract shall be the full and complete compensation to which Contractor and Contractor’s officers, employees, agents, and 12/09/2025
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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 12/09/2025
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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 12/09/2025
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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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EXHIBIT A
REQUEST FOR PROPOSALS
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EXHIBIT B
CONTRACTOR’S PROPOSAL
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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 12/09/2025
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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 12/09/2025
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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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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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END OF ADDENDUM NO. 1
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REQUEST FOR QUALIFICATIONS (RFQ)
FOR
AS-NEEDED PROFESSIONAL GEOTECHNICAL
ENGINEERING, MATERIALS TESTING, AND
CONSTRUCTION INSPECTION SERVICES
Engineering Department and Buena Sanitation District
Submittal Deadline: Monday, October 27, 2025, at 8:00 A.M. 12/09/2025
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CITY OF VISTA & BUENA SANITATION DISTRICT REQUEST FOR
QUALIFICATIONS
AS-NEEDED PROFESSIONAL GEOTECHNICAL ENGINEERING, MATERIALS TESTING,
AND CONSTRUCTION INSPECTION SERVICES
1. INTRODUCTION
The City of Vista (City) & Buena Sanitation District (BSD) are soliciting statements of qualifications (SOQ) from qualified professionals (Consultant) to provide geotechnical engineering, materials testing, and construction inspection services for sewer projects (for City Sewer Dept and BSD) and some capital improvement projects (for City Engineering Dept) under a non-exclusive agreement on an as-needed basis. From the SOQs received, up to two (2) consulting firms will be selected to provide the requested services.
The initial term or period of the contract shall be three years (36-months) from the date of award with the possibility of two (2) optional successive one-year (12-month) renewal periods under the terms and conditions of the original contract except as stated below.
In the event the City & BSD elects to extend the Agreement, Contractor may request an increase in the price by an amount equal to the Consumer Price Index (CPI) for the previous year. The amount of the increase shall be determined by comparing the increase in the CPI published at least one hundred twenty (120) days before the termination date of the Agreement to the comparable CPI published for the preceding year. CPI shall mean the Consumer Price Index [All Urban Consumers] for the San Diego, California CMSA (base year 1982-1984=100), published by the United States Department of Labor’s Bureau of Labor Statistics.
Price increases can only occur at the time of renewal when requested by the Contractor. Written notice of the City’s intension to renew shall be given approximately 90 calendar days prior to the expiration date of each contract period.
This contract between City and Consultant for as-needed services will have a ceiling amount of $800,000 for the three-year term. An additional contract amount not to exceed $50,000 may be approved at any time by the City Manager, including during the two (2) optional successive one- year (12-month) renewal periods.
2. RESPONSE DUE DATE AND SUBMITTAL PROCESS
SOQs for this solicitation must be submitted electronically through the City’s Electronic Bidding System (OpenGov Procurement). Hardcopy SOQs will not be accepted. Consultants must create a personal free account with OpenGov Procurement at: Sign Up . Registered consultants may obtain RFQ materials and view submission procedures for this solicitation on the City’s OpenGov Procurement portal at: City of Vista Procurement Portal Consultants must also download this solicitation
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to appear on the Bidder’s List as a “Prospective Bidder.” Consultants that fail to download this solicitation will not appear on the Bidders’ List and will not receive addenda or be able to submit a SOQ. All SOQs for this solicitation must be submitted online through OpenGov Procurement by Monday, October 27 at 8:00 A.M.
OpenGov Procurement’s clock will determine the official time for the advertised SOQ due date and such determination will be final. Any SOQs not received in a timely manner by the SOQ due date and time, as described above, will not be considered.
All project related questions and requests for clarifications, changes, exceptions, and deviations to the terms and conditions set forth in this solicitation shall be submitted via “Q&A” through the City’s Electronic Bidding System, OpenGov Procurement.
All questions must be submitted by the Question Submission Deadline listed in OpenGov Procurement. The City reserves the right to extend the date for question submission and by which SOQs are due.
If a Consultant is unable to register or download the RFQ from OpenGov Procurement, a Consultant representative may contact OpenGov Procurement to troubleshoot the problem.
All SOQ documents and supplementary documents must be uploaded using OpenGov Procurement prior to event date and time as instructed in this solicitation. Once file(s) have been uploaded and the Submission Status shows as “Submitted” the submission is complete. At that point respondents will receive an email confirmation from OpenGov Procurement.
3. SOQ REQUIREMENTS
The SOQ shall be limited to fifteen (15) 8.5” x 11” pages, excluding cover letter, resumes, and appendix material. A cover letter shall summarize key elements and guarantee that key personnel will be committed to perform the required tasks throughout the duration of the contract. The cover letter shall be limited to two (2) pages and shall include a contact name, email, phone number and full address for the consultant. The cover letter shall include a statement that the consultant can meet the City’s insurance requirements and is prepared to execute the Professional Services Agreement as written. A rate schedule (as described in the following section), shall be provided in a separate electronic file uploaded to OpenGov Procurement.
Faxed and email copies will not be accepted.
SOQs shall include a discussion of the Consultant's overall approach to the on-call contract, a summary of key personnel and qualifications, an organization chart, a rate schedule, and documentation of the firm’s and any sub-consultant’s qualifications. The SOQ should be concise, well organized, and demonstrate the responders' qualifications and experience applicable to the contract. Responders will be evaluated based on the information submitted in accordance with the criteria for selection provided herein.
SOQs submitted in response to this RFQ shall include:
3.1 Cover Letter - A cover letter shall summarize key elements and guarantee that key personnel will be committed to perform the required tasks throughout the duration of the contract. In cases where a team member voluntarily leaves a firm, the Consultant shall provide the City a proposal for substitute team member subject to the approval for the City.
3.1.1 The cover letter shall be limited to two (2) pages and shall include a contact name, email, phone number and full address for the Consultant. 12/09/2025
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3.1.2 The cover letter shall include a statement that the Consultant can meet the City’s insurance requirements and is prepared to execute the Standard Consulting Agreement as written, and will not make any changes to the project team without authorization of the City.
3.2 Company Information
3.2.1 Identification of Responder;
3.2.2 Legal name and address of the company (partnership, corporation, joint venture, etc.);
3.2.3 Identification of the parent company (if applicable);
3.2.4 Addresses of offices located in San Diego County;
3.2.5 Number of employees in San Diego County;
3.2.6 Name, title, address and telephone number of person to contact concerning the SOQ;
3.2.7 California Department of Industrial Relations (DIR) Number. If company does not have a DIR Number, state justification;
3.2.8 Secretary of State Entity Number;
3.2.9 Contractor’s License applicable to the proposed Scope of Services consisting of a California Registered Professional Civil Engineer and California Registered Professional Certified Engineering Geologist.
3.3 Proposed Task Order Approach – Discuss one generalized approach to time- budget management, documentation, requirements from the City, consideration for consultant’s workload at the time of the task order issuance, and quality assurance and quality control (QA/QC) program.
3.4 Project Team and Organization Chart
3.4.1 Describe project organization, including identification and responsibilities of key personnel.
3.4.2 Indicate roles of prime and all sub-consultants.
3.4.3 Provide a discussion of the experience of the Project Manager and other key staff members that would be involved with performing on-call services for the City.
3.4.4 Provide resumes of the Project Manager and other key staff members who will work on this contract. The resume shall include relevant experience, education, licenses, and certifications. The resume for each individual shall not exceed two pages in length. Resumes may be included as an appendix 12/09/2025
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to the main document.
3.4.5 Describe proposed line-of-communication between the City, prime team members, and sub-consultant
3.5 List of officers authorized to sign on firm’s behalf.
3.6 References – The Consultant shall provide a minimum of three (3) references for similar projects for the prime firm. At a minimum, each reference shall include the client’s name and location, number of projects completed for the client, client contact name and phone number.
3.7 Experience
3.7.1 Provide a brief description of Consultant’s experience in completing similar efforts within the last 5 years.
3.7.2 Provide a detailed discussion of specialized experience in completing the scope of required services.
3.7.3 Projects currently being performed may be submitted for consideration.
3.7.4 Project information should include a brief project description, agency or client name, their telephone number(s), the year of completion, and the contract fee.
3.7.5 Identify team members proposed for this RFQ and their roles on the projects.
3.7.6 Exceptions to RFQ – Consultant shall certify that it takes no exceptions to the RFQ including the Sample Agreement. If the Consultant does take exception(s) to any portion of the RFQ, the specific portion to which exception is taken shall be identified and explained.
3.8 The consultant shall submit as an attachment (not a part of the 15 pages), examples of the firm’s work product. These examples of work products shall consist of:
3.8.1 Geotechnical report including boring plats
3.8.2 Geotechnical inspection/Compaction report
3.8.3 Daily field report
3.8.4 Material testing reports.
3.8.5 Shoring design
3.9 Rate Schedule (separate electronic file uploaded to OpenGov Procurement, excluded from the page count limit):
3.9.1 Rate Schedule- A separate sealed rate schedule for Time and Materials for all personnel and sub-consultants. Service costs are to be provided on a per hourly basis and the proposed rates shall clearly correlate with names and classification of staff likely to be involved with the projects. 12/09/2025
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3.9.2 Billing -The City & BSD requires that all billing for work done by the end of a billing period be submitted to the City & BSD on a monthly basis. Each billing shall be submitted with a status report describing work performed.
Final billing will be approved for payment only after a completed status report has been approved by the City & BSD.
3.9.3 Overtime Pay – List procedures used for applying overtime rate for non- exempt employees. Indicate the normal hours of work and overtime rate for non-exempt employees.
4. SCOPE OF SERVICES
The City & BSD of Vista is seeking qualified professionals with extensive experience in geotechnical engineering, material testing and inspection. The services to be performed by the selected Consultant shall include but not be limited to the following: perform geotechnical and geologic related work for Sewer and Capital Improvement Projects to support City & BSD as follows:
4.1 Perform geotechnical and geologic related work for Capital Improvement Projects including but not limited to:
4.1.1 Geotechnical investigations for street reconstruction, roadway widening, retaining wall design, traffic signal foundation design, trenching design, and other various other improvement projects including appropriate laboratory testing of representative samples of the soils encountered.
Laboratory tests may include in-situ moisture content and density, maximum density and optimum moisture content, sieve analysis, soil classification, expansion index, R-value, direct shear, corrosivity testing, or other testing as requested.
4.1.2 Seismic analysis including slope stability, retaining walls, liquefaction.
4.1.3 Provide recommendations for ground stabilization, remedial grading and earthwork including compaction, excavation and backfill for trenches, trench support, and dewatering.
4.1.4 Asphalt concrete and concrete pavement design.
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Specifications for Public Works Construction (Greenbook), California Building Codes, and Caltrans Standard Specifications. Submit daily field reports to the City & BSD including a final report at project completion.
4.1.6 Provide general QA/QC inspection for conformance with project plans and specifications. Communicate effectively both orally and in writing, inspecting geotechnical aspects of all types of public improvements including street improvements, sewer, storm drain, pump stations, lighting and traffic signals, and other wet/dry utilities.
4.1.7 Perform tests on various construction materials as required by the City & BSD.
4.1.8 Provide geotechnical and geological support to the City & BSD staff by telephone, email, or in person as requested.
4.1.9 For Federally funded projects, provide Caltrans certified technician, including Caltrans certified material testing laboratory and equipment.
Provide subconsultant as part of your team’s qualifications if consultant does not have this capability.
4.2 Perform geotechnical and geologic related work for Sewer Utility Projects including but not limited to:
4.2.1 Geotechnical investigations and subsurface exploration for Sewer Utilities construction (up to 30 feet depth), manholes, pipe alignment, sewer facilities and other improvement projects including appropriate laboratory testing of representative samples of the soils encountered. Laboratory tests may include in-situ moisture content and density, maximum density and optimum moisture content, sieve analysis, soil classification, expansion index, R-value, direct shear, corrosivity testing, or other testing as requested.
4.2.2 Geotechnical investigation for related street reconstruction, sewer access roads/turnarounds, retaining wall design, trenching design and other various other improvement projects including appropriate laboratory testing of representative samples of the soils encountered. Laboratory tests may include in-situ moisture content and density, maximum density and optimum moisture content, sieve analysis, soil classification, expansion index, R-value, direct shear, corrosivity testing, or other testing as requested
4.2.3 Seismic analysis including slope stability, retaining walls, liquefaction.
4.2.4 Provide recommendations for ground stabilization, remedial grading and earthwork including compaction, excavation and backfill for trenches, trench support, and dewatering.
4.2.5 Asphalt concrete and concrete pavement design.
4.2.6 Provide quality assurance and quality control (QA/QC) field inspections and material testing in accordance with the latest edition of the Standard 12/09/2025
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Specifications for Public Works Construction (Greenbook), California Building Codes, and Caltrans Standard Specifications. Submit daily field reports to the City & BSD including a final report at project completion.
4.2.7 Provide general QA/QC inspection for conformance with project plans and specifications. Communicate effectively both orally and in writing, inspecting geotechnical aspects of all types of public improvements including street improvements, sewer, storm drain, pump stations, lighting and traffic signals, and other wet/dry utilities.
4.2.8 Perform tests on various construction materials as required by the City & BSD.
4.2.9 Provide geotechnical and geological support to the City & BSD staff by telephone, email, or in person as requested.
4.2.10 Other duties as required by the City/District.
4.3 Reporting test results to the City & BSD:
4.3.1 The Consultant shall respond and perform requested sampling and/or testing within 24 hours of notice.
4.3.2 When aggregate is sampled at the material source, the laboratory firm shall submit the results of sand equivalent, cleanness value and sieve analysis within 24 hours. When soils and aggregate are sampled at the job site, results of these tests should be submitted within 72 hours.
4.3.3 Results of compaction and density tests taken at the job site should be submitted within 24 hours.
4.3.4 When soil and asphalt concrete is sampled at the project site, R-value and asphalt extraction should be submitted within 96 hours.
4.3.5 All inspection reports shall be provided to the City & BSD within one (1) business day and shall include results of all tests taken that day (i.e. compaction results, etc.)
5 PERFORMANCE
5.1 Provide services in accordance with specific projects on an as-needed basis.
5.2 Commencement of work under this Agreement shall occur only upon receipt of a Task Order approved by the City & BSD with the generation of a Purchase Order.
5.3 The cost of each Task Order under this Agreement shall be the negotiated cost for a specific project during the term of the Agreement using firm fixed price, or not to exceed price, or hourly rates.
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5.4 Deliverables required are project specific and will be determined in the Task Order.
6 DELIVERABLES
The Consultant shall make project documentation available to City & BSD at any time during the project and shall periodically provide the City & BSD’s Project Manager project documentation to upload into the City’s filing system. At the conclusion of the project, the Consultant shall provide City & BSD with all project documentation.
7 PROJECT PROGRESS
The contract shall begin upon approval by the City Council, and the Consultant shall commence work after notification to proceed by the City & BSD.
The Consultant is advised that any recommendation for contract award is not binding on the City & BSD until the Agreement is fully executed and approved by the City Council
8 CONSULTANT REQUIREMENTS
As required by Article 2 of Chapter l of Part 7 of Division 2 of the California Labor Code, the Consultant and all subconsultants shall pay not less than the prevailing rate of wages to all workmen employed in the execution of this Contract as ascertained and adopted by the State of California, Director of Industrial Relations pursuant to the Labor Code.
The Consultant and all subconsultants shall have a City of Vista Business License prior to award of contract. Business licenses can be obtained at www.vistabl.com. A City of Vista Business License is not required to propose.
The selected Consultant shall provide professional engineering consulting services based on their specialized knowledge, skills, and abilities, at the request of the City & BSD, on an as- needed basis. The selected Consultant shall also be expected to comply with all applicable federal, state, and local regulations, and contract provisions.
Consultant shall carry out the instructions received from the City & BSD and shall cooperate with other involved agencies if required.
The Consultant has total responsibility for the accuracy and completeness of the documents prepared and shall check all such materials accordingly. The documents will be reviewed by the City & BSD for conformity with the requirements of the Agreement. Reviews by the City & BSD do NOT include detailed review or checking for accuracy.
All City Capital Improvement Project Geotechnical Reports and City/BSD Sewer Utility Project Geotechnical Reports prepared by the Consultant shall be signed and stamped by a California Registered Professional Civil Engineer and California Registered Professional Certified Engineering Geologist.
All geotechnical reports, and any other documents furnished under the Agreement shall be of a quality acceptable to the City. The criteria for acceptance shall be a product of neat appearance, well organized, technically and grammatically correct, checked, and dated. The Consultant shall modify its work as necessary to meet the level of acceptability defined by the criteria above.
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All borings shall be in conformance with guidelines provided by the San Diego County Department of Environmental Health, and DigAlert
All work performed in the City right-of-way shall submit a no fee encroachment permit application which includes traffic control plans to be reviewed by City Traffic Engineer.
All work performed in the City easements shall submit a no fee encroachment permit application which includes traffic control plans as needed to be reviewed by City Traffic Engineer and BSD staff. Consultant shall be responsible for notification and coordination of access on and through private properties in which work on city easements may occur.
All reports, plats and exhibits prepared by the Consultant shall be delivered to the City & BSD as a hard and electronic copy.
9 CITY & BSD RESPONSIBILITIES
The following is a list of the City & BSD’s responsibilities during the term of the agreement:
9.1 Provide all available existing plans and records. Consultant is responsible for researching available records at County Surveyor’s office and paying for copies of records.
9.2 Obtain permission from the private property owner, if they refuse, to allow the Consultant to enter.
9.3 Prepare and process payment requests submitted to the City & BSD.
9.4 Distribute public information.
9.5 Prepare and execute agreements with other agencies or entities.
9.6 Pay for permit fees.
9.7 Provide timely responses to requests from the Consultant.
10 COORDINATION
Coordination with the City & BSD, other consultants and other involved agencies may be required to achieve timely delivery of the contract services. Coordination may include, but not be limited to, coordination with Caltrans, County of San Diego, Vista Irrigation District, NCTD and other agencies.
The City & BSD will decide the manner in which the coordination of individual matters is undertaken. At the City & BSD’s option, coordination efforts may be performed by the Consultant’s direct contact, by the Consultant acting though the City & BSD or by the City & BSD only. When coordination efforts require agreement, such agreement shall be coordinated through the City & BSD.
For contract work on property not owned or controlled by the City & BSD, all permits, agreements and permissions will be obtained by the Consultant.
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11 SOQ SCHEDULE
The solicitation receipt and evaluation of SOQs and the selection of the Consultant(s) will conform to the following schedule (Note: Dates are subject to change):
City & BSD Releases RFQ on OpenGov Procurement September 22, 2025 Deadline for Questions October 14, 2025
Addendum Release (if required) October 17, 2025
SOQs Due October 27, 2025 8:00 A.M.
Notice of Consultant Selection (approximate) October 31, 2025 City Council Meeting for Award of Contract (approximate) December 9, 2025
12 EVALUATION CRITERIA
The City & BSD’s consultant evaluation and selection process is based on Qualifications Based Selection (QBS) for the professional services included in this RFQ. An evaluation committee appointed by the City & BSD Engineer will review the SOQs. The criteria for evaluating the SOQs will take the following items into consideration:
11.1 Experience and reputation of the Consultant’s firm and of sub-consultant firms, as evidenced by experience working with proposed sub-consultants as a team and by City & BSD’s verification of SOQ information and references; (20%)
11.2 Experience and credentials of key personnel assigned to the project, as evidenced by their education, background, and experience on similar projects; (15%)
11.3 Consultant’s understanding of project objectives and requirements as evidenced in the written Scope of Work and Work Plan narratives; (15%)
11.4 Consultant’s quality of work as evidenced by example work products and samples; (15%)
11.5 Consultant’s past record of performance on similar projects for other agencies; (15%)
11.6 Consultant’s familiarity with City & BSD requirements, specifications, and procedures, as evidenced by City & BSD’s prior experience with the Consultant; (10%)
11.7 Willingness of Consultant to sign City & BSD’s Standard Professional Services Agreement and provide required insurance; (10%)
All evaluation criteria are subject to change via an addendum to this RFQ.
Rate Schedule (separate electronic file uploaded to OpenGov Procurement – the rate schedule of the top ranked consultants will be opened at the conclusion of the consultant evaluation and selection process. Fees will not be used to determine the ranking of the consultants. The City & BSD may interview a short list of top ranked consultants or proceed directly to negotiating the final rate schedule with the top ranked consultant. The ultimate consultant selection will be based upon both technical merit and value to the City & BSD.
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13 ESTABLISHMENT OF FEES
The Consultant shall be paid based upon hourly rates, unit costs or fixed fee for services rendered as negotiated. For projects with a specific scope of work and duration, a project specific fee proposal will be requested. A Work Plan and a breakdown of labor hours by employee billing classification together with the cost of non-labor and sub-consultant services shall be included with the fee proposals for individual projects. The labor breakdown shall be based on a listing of work tasks that correlates with the Consultant’s defined scope of work for the project proposal.
This information will be used by City & BSD’s staff to evaluate the reasonableness of the fee proposal, and will be used in negotiating the final fee amounts for each task requested by the City & BSD on an as-needed basis.
There will be no compensation to Consultant for hours expended due to Consultant’s errors and omissions.
14 METHOD OF PAYMENT
The Consultant shall submit monthly invoices to the City & BSD. Each invoice shall include a detailed breakdown of the services, the tasks, the hours, the personnel and staff type who worked on the project, and hourly rates.
15 PROFESSIONAL SERVICES AGREEMENT
A sample Professional Services Agreement is enclosed for review, as Attachment “A”. The RFQ and the Consultant’s SOQ will be attached and become part of the Agreement as exhibits.
Any subsequent changes in the RFQ from the date of issuance to the date of submittal will result in an addendum by the issuing office to those parties who have provided the proper notice of interest in responding to the RFQ.
The signer of the SOQ must declare in writing that the only person, persons, company or parties interested in the SOQ as principals are named therein; that the SOQ is made without collusion with any other person, persons, company, or parties submitting a SOQ; that it is in all respects fair and in good faith without collusion or fraud; and, that the signer of the SOQ has full authority to bind the principal proposer.
Please refer to the sample agreement for the necessary amounts of general liability, automotive, worker’s compensation and professional liability insurance. The appropriate endorsements are also shown within the sample contract agreement. The insurance certificate shall include the City & BSD, its officers and employees as insured or additional insured.
The contents of the SOQ of the successful consultants shall become a contractual obligation if a contract ensues. Failure of a consultant to accept this obligation will result in the cancellation of any award. Any damage accrued by the as a result of a failure to contract may be recovered from the Consultant.
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16 ASSIGNED REPRESENTATIVES
The City & BSD will assign a responsible representative to administer the contract, and to assist the Consultant in obtaining information. The Consultant also shall assign a responsible representative (Project Manager) and an alternate, who shall be identified in the SOQ. The Consultant’s representative will remain in responsible charge of the Consultant’s duties from the Notice-to- Proceed through project completion. If the Consultant’s Project Manager should be unable to continue with the project, then the Consultant shall notify the City & BSD’s representative in writing. The City & BSD’s representative shall first approve any substitution of representatives or sub- consultants identified in the SOQ in writing. The City & BSD reserves the right to review and approve/disapprove all key staff and sub-consultant substitution or removal, and may consider such changes not approved to be a breach of contract. This breach of contract will not apply if the Project Manager leaves the Consulting firm.
17 RIGHT TO REJECT SOQS
The City & BSD reserves the right to delay the project or reject any or all SOQs submitted, and no representation is made hereby that any contract will be awarded pursuant to this RFQ or otherwise.
The City & BSD reserves the right to extend the due date, accept or reject any or all SOQs received as a result of this request, negotiate with any qualified consultant or cancel this RFQ in part or in its entirety. The City & BSD may require the selected consultant to participate in negotiations and to submit such technical, rates, or other revisions of their SOQs as may result from negotiations.
All costs incurred in the preparation of the SOQ, the submission of additional information and/or any aspect of a SOQ prior to award of a written contract will be borne by the Respondent. The City & BSD will provide only the staff assistance and documentation specifically referred to herein and will not be responsible for any other cost or obligation of any kind, which may be incurred by the Respondent. All SOQs submitted to the City & BSD become the property of the City & BSD.
18 DISCLOSURE
All SOQs become the property of the City & BSD unless a return is specifically requested as specified in the following section. The City & BSD is a public agency subject to the disclosure requirements of the Public Records Act, California Government Code Section 6250 and following.
These requirements include an exemption for “trade secrets”. If any proprietary information is contained in or attached to the written SOQ, it must be clearly identified. In order to protect trade secrets from disclosure, pursuant to a public Records Acts request, you must agree in writing to defend and indemnify the City & BSD if litigation results.
19 LATE, MODIFIED, OR WITHDRAWN SOQ
All SOQ documents and supplementary documents must be uploaded using OpenGov Procurement as described in this solicitation. Once file(s) have been uploaded and the Submission Status shows as “Submitted” the submission is complete. SOQs received via mail, e- mail, and fax will not accepted.
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Any modification of a SOQ, except a modification resulting from the City & BSD's request for "best and final" offer, is subject to the same conditions as the initial submission.
SOQs may be withdrawn by written notice received at any time prior to Notice of Intent to Award.
Thereafter, all SOQs constitute firm offers, subject to negotiation and execution of definitive documents that will remain open and cannot be revoked, withdrawn, or modified for a period of six (6) months thereafter. SOQs may be withdrawn in person by the consultant or an authorized representative, provided the authorized representative's identity is made known and the representative signs a receipt for the SOQs prior the posting of Notice of Intent to Award of contract award.
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EXHIBIT “A”
Sample City of Vista and
Buena Sanitation District
Professional Services Agreement
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JOB ORDER CONTRACT FOR PROFESSIONAL SERVICES
TYPE OF SERVICES
THIS “CONTRACT” is entered into by and between the “Parties” as of (“Contract Date”).
1.0 THE “PARTIES”
The “City”:
CITY OF VISTA, a chartered municipal
corporation
200 Civic Center Drive
Vista, CA 92084
Working Contact: WorkingName
Billing Contact: BillingName
The “Contractor”
Namex, statusx
Address1
Address2
Contact: ContactName
2.0 BASIC TERMS
2.1 City is authorized under Chapter 3.08 the Vista Municipal Code to enter into a job order contract with Contractor.
2.2 The “Required License” for the services is licensetype .
2.3 Contractor, a contractor holding the Required License, desires to enter into this “Contract” with the City for the Work (“Contract”).
2.4 The “Services” to be performed by Contractor are set forth in the City’s Request for Proposals (“Exhibit A”).
2.5 Contractor has submitted to City a Proposal to perform the Services dated proposaldate (“Exhibit B”).
2.6 The “Contract Ceiling Price” is $pricex [per year].
3.0 CONTRACT TERM
3.1 This Contract shall take effect as of the Contract Date.
3.2 This Contract shall be in effect for xx calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional yy months, in increments of City’s choice, for a maximum Term of zz from the Contract Date.
3.3 City may terminate this Contract upon 10-days’ written notice to Contractor.
Contractor may terminate this Contract upon 90-days’ written notice to City. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to the termination date. 12/09/2025
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City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
4.0 EXECUTION OF ADDITIONAL DOCUMENTS
As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the following checked document packages:
1. Contractor’s Forms
2. Labor Law Compliance Form, Exhibit D (This Contract requires the payment of prevailing wages.)
5.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time upon the issuance of a Work Order for the fulfillment of each specific task to be performed under the Contract (“Project”), in strict accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to the City.
In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.
6.0 COMPENSATION
6.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.
6.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.
6.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:
6.3.1 The changes, additions, and deductions to be made.
6.3.2 The increase or decrease in compensation due the Contractor, if any.
6.3.3 Adjustment in the time of completion, if any.
6.4 Contract Ceiling Price
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6.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.
6.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.
7.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).
8.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.
9.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records, reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.
10.0 STANDARD OF PERFORMANCE
10.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.
10.2 Contractor shall keep itself informed of and comply with all applicable federal, state and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations 12/09/2025
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necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.
11.0 STANDARD SPECIFICATIONS AND STANDARD PLANS
11.1 Except as otherwise provided, whenever reference is made to “Standard Specifications”, it shall mean:
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.
11.2 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.
12.0 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.
13.0 CONTRACTOR’S STATUS; CONTRACTOR’S EMPLOYEES
13.1 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.
13.2 Contractor represents and warrants that all design professional services, if required under this Contract, 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.
13.3 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 12/09/2025
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City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.
13.4 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.
13.5 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 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.
13.6 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.
14.0 CIVIL RIGHTS
14.1 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.
14.2 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.
14.3 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.
14.4 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.
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14.6 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.
14.7 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 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.
15.0 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.
16.0 ASSIGNMENT AND SUBCONSULTING
16.1 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.
16.2 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. 12/09/2025
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17.0 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.
18.0 SAFETY
In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the Services, and the Contractor shall fully comply with all OSHA, State and Federal laws, rules, regulations, and orders relating to safety of the public and workers.
It is the Contractor's responsibility to acquaint itself with and abide by these regulations during all phases of construction. The City will not be responsible for ensuring the Contractor's compliance with these regulations. The Contractor’s duty of indemnification shall apply to any Liability caused by its failure to abide by these regulations.
The Contractor shall include any and all costs associated with compliance with these safety requirements in the appropriate bid items of Services to be performed.
19.0 FINANCIAL RECORDS
19.1 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.
19.2 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.
20.0 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 12/09/2025
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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.
21.0 CONFIDENTIALITY
21.1 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.
21.2 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.
21.3 Contractor’s obligations under this paragraph shall survive the termination of this Contract.
22.0 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.
23.0 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. 12/09/2025
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24.0 INDEMNIFICATION
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”).
25.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.
26.0 SERVICE OF NOTICE
26.1 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.
26.2 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.
27.0 PUBLIC WORKS CONTRACTS: ASSIGNMENT TO AWARDING BODY In accordance with Section 4551 of the Government Code, the Contractor and subcontractors shall conform to the following requirements. In entering into a public works contract or a subcontract to supply goods, services or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.
Sec. 15) or arising from purchases of goods, services or materials pursuant to the public works contract of the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the Parties.
28.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.
29.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.
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30.0 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.
31.0 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).
32.0 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.
[Continued on page 11.]
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33.0 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:
“Contractor”
NAMEX, statusx
By:
JOHN B. FRANKLIN, MAYOR
Name/Title
ATTEST:
KATHY VALDEZ, CITY CLERK
By:
By:
APPROVED AS TO FORM:
WALTER CHUNG, CITY ATTORNEY
By:
Name/Title
RISK MANAGEMENT REVIEW:
DOLORES GASCON, RISK MANAGER
By:
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Exhibit A 00069720 2
EXHIBIT A
REQUEST FOR PROPOSALS
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Exhibit B 00069720 2
EXHIBIT B
CONTRACTOR’S PROPOSAL
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Exhibit C, Page 1 of 3 00069720 2
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 12/09/2025
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Exhibit C, Page 2 of 3 00069720 2
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 12/09/2025
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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. 12/09/2025
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Exhibit D 00069720 2
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:
12/09/2025
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Exhibit E 00069720 2
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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00034875 3 Exhibit B
EXHIBIT B
CONTRACTOR’S PROPOSAL
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SUBMITTED BY:
Geocon Inc.
6960 Flanders Drive
San Diego, CA 92121
(858) 558.6900
www.geoconinc.com
Rod Mikesell, PE, GE
Vice President / Senior Engineer
City of Vista
As-Needed Professional Geotechnical
Engineering, Materials Testing, and
Construction Inspection Services
October 27, 2025, 8:00 AM
SUBMITTED TO: