cc 2025 AR 12/09 as-needed engineering and design for wave waterpark — Vista City Council, December 9, 2025 (part 1 of 2)

ACTION:
____________________________

Clerk/Secretary
Department: Engineering Item No: C11
Prepared by:

Daniel Carns, 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 S
UBJECT: AS-NEEDED PROFESSIONAL ENGINEERING, AQUATIC DESIGN AND CONSTRUCTION SUPPORT SERVICES FOR THE WAVE WATERPARK – AWARD OF CONTRACTS RE
COMMENDATION:

1. Adopt City Council Resolution No. 2025- , approving a contract with Dahlin Group, Inc. for as-needed professional engineering, aquatic design and construction support services for the Wave Waterpark.

2. Adopt City Council Resolution No. 2025- , approving a contract with Kimley-Horn and Associates, Inc. for as-needed professional engineering, aquatic design and construction support services for the Wave W
aterpark.

CO
RRELATION TO CITY COUNCIL GOALS: Parks and Recreation
P
RIOR 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).

S
TATEMENT ON THE SUBJECT: Staff identified a need for professional support within the specialty field of aquatic design and construction to ensure that the Wave’s capital improvements will extend the serviceable life of the waterpark by at least 10 years. The professional support team will provide services such as design reviews, cost estimating, specification feedback, product selections, and other limited design and construction support for the Wave Waterpark.

On
September 10, 2025, the City issued a Request for Qualifications (RFQ) for as -needed professional engineering, aquatic design and construction support services for the Wave Waterpark on the City’s procurement website and online procurement portal, OpenGov. The City received three responsive proposals on October 8, 2025, from the following firms:

C
ompany Name Location
D ahlin Group, Inc. San Diego, CA
Fieldtek Electric, LLC Huntington Beach, CA
Kimley-Horn and Associates, Inc. Escondido, CA
S
taff reviewed and ranked the proposals based upon pre-determined criteria identified in the RFQ, including overall experience on similar water park rehabilitation projects, technical competency, and proposal quality.

Staff then reviewed the proposed hourly rates of the top two candidates and determined them to be fair and equitable with respect to the expertise and geographic region. Based on evaluation of the proposals, City AGENDA
REPORT

CITY COUNCIL

COMMUNITY DEVELOPMENT COMMISSION

SUCCESSOR AGENCY

BUENA SANITATION DISTRICT

JOINT POWERS FINANCING AUTHORITY
12/09/2025
C11
1 of 200
MEETING DATE: December 9, 2025 PAGE 2
SUBJECT: AS-NEEDED PROFESSIONAL ENGINEERING, AQUATIC DESIGN AND CONSTRUCTION SUPPORT SERVICES FOR THE WAVE WATERPARK – AWARD OF CONTRACTS staff recommend the selection of Dahlin Group, Inc. and Kimley -Horn and Associates, Inc. to provide as- needed professional engineering, aquatic design and construction support services for the Wave Waterpark.

F
ISCAL IMPACT: Each contract will have a ceiling of $20 0,000 over a two-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 Improvement Projects Budget.

EXHIBITS:

1. City Council Resolution No. 2025 - , approving a contract with Dahlin Group, Inc. for as-needed pr
ofessional engineering, aquatic design and construction support services for the Wave Waterpark

2. City Council Resolution No. 2025- , approving a contract with Kimley-Horn and Associates, Inc. for as- needed professional engineering, aquatic design and construction support services for the Wave Waterpark

3. Contract with Dahlin Group, Inc.

4. Contract with Kimely-Horn and Associates, Inc.
12/09/2025
C11
2 of 200
0 0029213 7
RESOLUTION NO. 2025-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, APPROVING A CONTRACT WITH DAHLIN GROUP, INC. FOR AS-NEEDED PROFESSIONAL ENGINEERING, AQUATIC DESIGN

AND CONSTRUCTION SUPPORT SERVICES FOR THE WAVE WATERPARK 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 for as-needed professional engineering, aquatic design and construction support services.

B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued on September 10, 2025.

C. Three proposals were submitted in response to the RFQ and were evaluated based upon the proposal evaluation criteria
D. Staff recommends the selection of Dahlin Group, Inc. as one of the two consultants to provide as-needed professional engineering, aquatic design and construction support services pursuant to the contract on file with the City Clerk (“Contract”).

2. Action.

A. The contract between the City of Vista and Dahlin Group, Inc. for as-needed professional engineering, aquatic design and construction support 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:

JOHN B. FRANKLIN, MAYOR
ATTEST:

KATHY VALDEZ, CITY CLERK
By:
12/09/2025
C11
3 of 200
EXHIBIT 1
0 0029213 7
RESOLUTION NO. 2025-

A RESOLUTION OF THE CITY COUNCIL OF THE CHARTERED CITY OF

VISTA, CALIFORNIA, APPROVING A CONTRACT WITH KIMLEY-HORN AND ASSOCIATES, INC. FOR AS-NEEDED PROFESSIONAL ENGINEERING,

AQUATIC DESIGN AND CONSTRUCTION SUPPORT SERVICES FOR THE

WAVE WATERPARK
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 for as-needed professional engineering, aquatic design and construction support services.

B. Pursuant to Section 3.08.060 of the Vista Municipal Code, a request for qualifications (RFQ) was issued on September 10, 2025.

C. Three proposals were submitted in response to the RFQ and were evaluated based upon the proposal evaluation criteria
D. Staff recommends the selection of Kimley-Horn and Associates, Inc. as one of the two consultants to provide as-needed professional engineering, aquatic design and construction support services pursuant to the contract on file with the City Clerk (“Contract”).

2. Action.

A. The contract between the City of Vista and Kimley-Horn and Associates, Inc. for as-needed professional engineering, aquatic design and construction support 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
20251202145942
JOHN B. FRANKLIN, MAYOR
ATTEST:

KATHY VALDEZ, CITY CLERK
By:
12/09/2025
C11
4 of 200
EXHIBIT 2
Professional Services (Non-Construction) (RFP)(NPW)
1 of 9
DAHLIN GROUP, INC.
[51960-2] 00051960 4

CONTRACT FOR AS-NEEDED PROFESSIONAL ENGINEERING, AQUATIC

DESIGN AND CONSTRUCTION SUPPORT SERVICES FOR THE WAVE

WATERPARK
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: Daniel Carns
Billing Contact: Erin Adams
The “Contractor”
DAHLIN GROUP, INC., a California
corporation
5865 Owens Drive
Pleasanton, CA 94588-3939
Contact: Gregor Markel

2.0 BASIC TERMS

2.1 The “Services” to be performed by Contractor are set forth in the Request for Proposals attached as Exhibit A.

2.2 The “Required License” for the Services is: Professional Architect or State of California Engineer License.

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 8, 2025 (“Exhibit B”).

2.6 The “Contract Ceiling Price” is: $200,000.

2.7 Any references in Exhibit A or Exhibit B to “Consultant” shall mean Contractor for the purposes of this Contract.

3.0 CONTRACT TERM

3.1 This Contract shall take effect as of the Contract Date.

3.2 This Contract shall be in effect for 24 calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional 24 months, in increments of City’s choice, for a maximum Term of 48 months 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 12/09/2025
C11
5 of 200
EXHIBIT 3
Professional Services (Non-Construction) (RFP)(NPW) 2 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4
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, and supplies, 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. 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 for the Services to be performed as set forth in Exhibit B.

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 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 Vista Municipal Code 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.

5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract. 12/09/2025
C11
6 of 200
Professional Services (Non-Construction) (RFP)(NPW) 3 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4

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.

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 STANDARD OF PERFORMANCE

8.1 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.

8.2 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.

9.0 CONTRACTOR’S STATUS; CONTRACTOR’S EMPLOYEES

9.1 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.

9.2 Contractor represents and warrants that all professional services required under this Contract shall be provided by a person or persons duly licensed by the State of California to provide those types of services.

9.3 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.

9.4 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.

12/09/2025
C11
7 of 200
Professional Services (Non-Construction) (RFP)(NPW) 4 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4

9.5 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.

9.6 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.

10.0 CIVIL RIGHTS

10.1 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.

10.2 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.

10.3 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.

10.4 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.

10.5 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.

10.6 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.

10.7 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, 12/09/2025
C11
8 of 200
Professional Services (Non-Construction) (RFP)(NPW) 5 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4
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.

11.0 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.

12.0 ASSIGNMENT AND SUBCONSULTING

12.1 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.

12.2 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.

13.0 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. 12/09/2025
C11
9 of 200
Professional Services (Non-Construction) (RFP)(NPW) 6 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4

14.0 FINANCIAL RECORDS

14.1 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.

14.2 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.

15.0 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.

16.0 CONFIDENTIALITY

16.1 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.

16.2 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.

16.3 Contractor’s obligations under this paragraph shall survive the termination of this Contract.
12/09/2025
C11
10 of 200
Professional Services (Non-Construction) (RFP)(NPW) 7 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4

17.0 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.

18.0 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.

19.0 DUTY OF INDEMNIFICATION

19.1 To the fullest extent permitted by law, Contractor shall (1) immediately defend and (2) indemnify City, and its directors, officers, and employees from and against all liabilities regardless of nature or type that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of Contractor, or its employees, agents, or subcontractors.

Liabilities subject to the duties to defend and indemnify include, without limitation, all claims, losses, damages, penalties, fines, and judgments; associated investigation and administrative expenses; defense costs, including but not limited to reasonable attorneys’ fees; court costs; and costs of alternative dispute resolution (“Duty of Indemnification”). Contractor’s obligations to both defend and indemnify apply unless it is finally adjudicated that the liability or liabilities, in whole or in part, do not arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of Contractor or its employees, agents, or subcontractors. Defense counsel shall be approved by City.

19.2 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.

19.3 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.
12/09/2025
C11
11 of 200
Professional Services (Non-Construction) (RFP)(NPW) 8 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4

20.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.

21.0 SERVICE OF NOTICE

21.1 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.

21.2 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.

22.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.

23.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.

24.0 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.

25.0 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).

26.0 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 12/09/2025
C11
12 of 200
Professional Services (Non-Construction) (RFP)(NPW) 9 of 9 DAHLIN GROUP, INC. [51960-2] 00051960 4
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 9.]

27.0 EXECUTION
IN WITNESS WHEREOF; the Parties hereto have executed this Contract as of the Contract Date.

“City”

CITY OF VISTA, a chartered municipal
corporation

By:

JOHN B. FRANKLIN, MAYOR

ATTEST:

KATHY VALDEZ, CITY CLERK

By:

APPROVED AS TO FORM:

WALTER CHUNG, CITY ATTORNEY

By:

RISK MANAGEMENT REVIEW:

ANALISA HOLBROOK, RISK MANAGER

By:

APPROVED
Amanda L. Guy
20251027164628

“Contractor”

DAHLIN GROUP, INC., a California
corporation

By:

Name/Title

By:

Name/Title

12/09/2025
C11
13 of 200

00051960 4 Exhibit A

EXHIBIT A

REQUEST FOR PROPOSALS

12/09/2025
C11
14 of 200

PAGE 1 OF 10

REQUEST FOR QUALIFICATIONS (RFQ)

FOR

AS-NEEDED PROFESSIONAL ENGINEERING, AQUATIC DESIGN AND

CONSTRUCTION SUPPORT SERVICES FOR THE WAVE WATERPARK

Engineering Department

Submittal Deadline: WEDNESDAY, OCTOBER 8TH, 2025 at 4:00 P.M.

CITY OF VISTA
F 0 1C A I AR N
12/09/2025
C11
15 of 200

PAGE 2 OF 10

REQUEST FOR QUALIFICATIONS FOR AS-NEEDED PROFESSIONAL ENGINEERING, AQUATIC

DESIGN AND CONSTRUCTION SUPPORT SERVICES FOR
CAPITAL IMPROVEMENT PROJECT 8398 – WAVE WATERPARK REHABILITATION PROJECT

1. INTRODUCTION
The City of Vista (City) is soliciting proposals in response to this Request For Qualifications (RFQ) from qualified professionals to provide as-needed professional engineering, aquatic design, and construction support services for Capital Improvement Project (CIP) projects which support the rehabilitation of the Wave Waterpark. All proposals received by the due date will be evaluated in accordance with applicable provisions of the Vista Municipal Code (VMC) and the City will select up to three (3) firms according to the evaluation criteria described in this RFQ and any subsequent negotiations.

The initial term or period of the contract shall be two years (24-months) from the date of award with the possibility of two (2) optional successive one-year (12-months) renewal periods. This contract may be renewed by the City for two (2) successive one-year periods under the terms and conditions of the original contract except as stated below. Price increases may be negotiated only at the time of renewal. 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 professional engineering, aquatic design, and construction support services will have a ceiling amount of $200,000 for the four-year term. This contract will be funded by the City’s General Fund, according to the approved Capital Improvement Program.

Proposals shall be submitted in accordance with the requirements of this RFQ. A separately uploaded electronic Fee Schedule (hourly rate) shall be included with the Proposal, which the City shall only open after first considering and ranking the qualifications presented by each firm.

2. RESPONSE DUE DATE AND SUBMITTAL PROCESS
Proposals for this solicitation must be submitted electronically through the City’s Electronic Bidding System (OpenGov Procurement). Hardcopy proposals will not be accepted. Proposers must create a free account with OpenGov Procurement at:
https://secure.procurenow.com/signup. Registered proposers may obtain proposal materials and view submission procedures for this solicitation on the City’s OpenGov Procurement portal at: https://secure.procurenow.com/portal/cityofvista. Proposers must also download this solicitation to appear on the Bidder’s List as a “Prospective Bidder.” Proposers that fail to download this solicitation will not appear on the Bidders’ List and will not receive addenda or be able to submit a proposal. All proposals for this solicitation must be submitted online through OpenGov Procurement by Wednesday, October 8th, 2025 at 4:00 P.M.

OpenGov Procurement’s clock will determine the official time for the advertised proposal due date and such determination will be final. Any proposals not received in a timely manner by the proposal due date and time, as described above, will not be considered. 12/09/2025
C11
16 of 200

PAGE 3 OF 10

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 by which proposals are due.

To receive addenda and submit a proposal, Consultants shall register on the City’s Electronic Bidding System at https://secure.procurenow.com/portal/cityofvista. Once registered, Consultants must download the RFQ while logged in under their own name and identification number to appear on the Electronic Prospective Bidders List as a “Prospective Bidder.” Consultants that fail to download the RFQ will not appear on the Electronic Prospective Bidders List and their proposals will be considered non-responsive. If a Consultant is unable to register or download the RFQ from OpenGov Procurement, a Consultant representative may contact OpenGov Procurement to troubleshoot the problem.

All proposal documents and supplementary documents must be uploaded using OpenGov Procurement prior to event date and time as instructed in this solicitation. Once file(s) have been uploaded and the Submission Status shows as “Submitted” the submission is complete. At that point respondents will receive an email confirmation from OpenGov Procurement.

Background
The Wave Waterpark is a City-owned and operated water park that was built in 1994. The park amenities include a heated competition swimming pool, Spray Ground, Lazy River and Flow Rider, and Water slides (with water receiving pool). According to The Wave Waterpark Needs Assessment Study (see Appendix “B”) The Lazy River, Flow Rider, Water sides, pool decks, and equipment room are in need of rehabilitation.

On August 12th, 2025 Vista City Council apportioned an initial amount of $3,500,000 to fund capital improvements at the Wave Waterpark to extend the serviceable life of the park to 2035.

Requirements
The proposal shall be limited to nine (9) 8.5” x 11” pages, excluding cover letter, resumes, and appendix material. A rate schedule (as described in the following section), shall be provided in a separate electronic file uploaded to OpenGov Procurement. Mailed, faxed and emailed copies will not be accepted.

Proposals shall include a discussion of the Consultant's overall approach to the project, 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 proposal should be concise, well organized, checked for grammatical errors 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.

Proposals submitted in response to this RFQ shall include:

2.1. 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.
12/09/2025
C11
17 of 200

PAGE 4 OF 10

2.1.1. The cover letter shall be limited to one (1) page and shall include a contact name, email, phone number and full address for the Consultant.

2.1.2. 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.

2.2. Company Information

2.2.1. Identification of Responder;

2.2.2. Legal name and address of the company (partnership, corporation, joint venture, etc.);

2.2.3. Identification of the parent company (if applicable);

2.2.4. Addresses of offices located in San Diego County;

2.2.5. Number of employees in San Diego County;

2.2.6. Name, title, address and telephone number of person to contact concerning the proposal;

2.2.7. California Department of Industrial Relations (DIR) Number;

2.2.8. Secretary of State Entity Number;

2.2.9. Contractor’s License applicable to the proposed Scope of Services.

2.3. Project Team and Organization Chart

2.3.1. Describe project organization, including identification and responsibilities of key personnel. Provide an organization chart or similar graphic.

2.3.2. Indicate roles of prime and all sub-consultants.

2.3.3. Provide a discussion of the experience of the Project Manager and other key team members that would be involved with performing on-call services for the City.

2.3.4. 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 one page in length. Resumes may be included as an appendix to the main document.

2.3.5. California Department of Industrial Relations (DIR) Number and Secretary of State Entity Number for all subconsultants.

2.3.6. Consultant’s contact information.

2.3.7. List of officers authorized to sign on firm’s behalf.

2.4. Project Experience
12/09/2025
C11
18 of 200

PAGE 5 OF 10

2.4.1. Provide at least (3) Project Resumes of similar completed projects.

Project Resumes should include a brief project description, agency or client name, their telephone number(s), the year of completion, construction budget, and the contract fee. Provide brief description of services performed on each project submitted.

2.4.2. Discuss the Consultant’s experience with design and construction services of similar aquatic park projects over the last 5 years. Discuss experience of successfully working with the other disciplines within the project team.

2.4.3. 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.

2.5. Project Understanding and Methodology

2.5.1. Provide a brief, technical description of the Consultant’s understanding and methodology of key aspects of aquatic park rehabilitation work including, but not limited to: aquatic design and permitting, cost-estimating, resolving issues during construction, value engineering approach and developing technical specifications.

2.5.2. Discuss the Consultant’s generalized approach to project controls: time- budget management, documentation, and the Consultant’s quality assurance and quality control (QA/QC) program.

2.6. Rate Schedule (separate electronic file uploaded to OpenGov Procurement, excluded from the page count limit):

2.6.1. 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.

2.6.2. Billing -The City requires that all billing for work done by the end of a billing period be submitted to the City 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.

2.6.3. 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.

3. SCOPE OF SERVICES

3.1. Participate in coordination meetings with City staff. Coordinate work with City Project Manager, Construction Manager, or other relevant project staff on an as-needed basis.

3.2. Perform reviews of as-builts, historical reports, and other pertinent information 12/09/2025
C11
19 of 200

PAGE 6 OF 10

to provide recommendations to City staff on an as-needed basis.

3.3. Perform site visits and field inspections of various pool equipment and amenities to provided recommendations to the City on an as-needed basis.

3.4. Provide qualified and trained staff on an as-needed basis to develop plans, details, reports, cost estimates and specifications for the following disciplines:

3.4.1. Aquatic Design

3.4.2. Mechanical Electrical Plumbing (MEP)

3.4.3. Civil Engineering

3.4.4. Structural Engineering

3.4.5. Landscape Architecture

3.5. Prepare and submit applications to all applicable authorities having jurisdiction (AHJs) on an as-needed basis.

3.6. Review and advise City on Contractor-submitted Request for Information (RFI) and shop drawings.

3.7. Research available grants programs and assist City staff to prepare grant applications.

4. PERFORMANCE

4.1 Provide services in accordance with specific projects on an as-needed basis.

4.2 Commencement of work under this Agreement shall occur only upon receipt of a Task Order approved by the City with the generation of a Purchase Order.

4.3 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.

4.4 Deliverables required are project specific and will be determined in the Task Order.

5. DELIVERABLES

5.1. The Consultant shall make project documentation available to City of Vista at any time during the project and shall periodically provide the City’s Project Manager project documentation to upload into the City’s filing system. At the conclusion of the project, the Consultant shall provide City with all project documentation including, but not limited to:

5.1.1. Correspondence

5.1.2. Submittals

5.1.3. CAD files, spreadsheets, models, or other files that were used to prepare the 12/09/2025
C11
20 of 200

PAGE 7 OF 10

submittals.

6. 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.

The Consultant is advised that any recommendation for contract award is not binding on the City until the Agreement is fully executed and approved by the City Council.

7. PROPOSAL SCHEDULE
The solicitation receipt and evaluation of proposals and the selection of the Consultant(s) will conform to the following schedule (Note: Dates are subject to change):

September 10th, 2025 - City releases RFQ on OpenGov Procurement.

September 26th, 2025 - Deadline for questions.

October 8th, 2025 - Proposals due by 4:00P.M.

October 15th, 2025 (approximate) – If applicable, up to (2) firms selected.

October 15th, 2025 (approximate) - Negotiations begin with top-ranked firm(s).

November 13, 2025 (approximate) – City Council Meeting for Award of Contract.

8. EVALUATION CRITERIA
The City’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 Engineer will review the proposals. The criteria for evaluating the proposals will take the following items into consideration:

8.1. 40% - Overall project experience of the firm(s) (including principal firms, joint venture-partners, and sub-consultants) and the key personnel as evidenced by completion of projects of a similar nature, considering the types of service required; the complexity of the project; references; and record of performance.

8.2. 40% - Technical competency of the firm and key personnel in the aquatic design field and ability of the firm to be successful on the project goals.

8.3. 20% - Proposal is concise, well organized, and complies with requirements of this RFQ.

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 may 12/09/2025
C11
21 of 200

PAGE 8 OF 10

interview a short list of top ranked consultants or proceed directly to negotiating the final fee schedule with the top ranked consultant. The ultimate consultant selection will be based upon both technical merit and value to the City.

9. 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’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 on an as-needed basis.

There will be no compensation to Consultant for hours expended due to Consultant’s errors and omissions.

The Consultant’s Standard Hourly Billing Rates (Fee Schedule) for all classifications of staff likely to be involved with an individual project shall be included with the Request For Qualifications along with the mark-up rate for any non-labor expenses and sub-consultants. The fee schedule shall clearly identify the hourly rates for classifications of staff receiving prevailing wage rates.

During the term of the Agreement there will be no increases to the fee schedule.

10. METHOD OF PAYMENT
The Consultant shall submit monthly invoices to the City. Each invoice shall include a detailed breakdown of the services, the tasks, the hours, the personnel and staff type who worked on the project, and hourly rates.

11. PROFESSIONAL SERVICES AGREEMENT
A sample Professional Services Agreement is enclosed for review, as Appendix “A”. The RFQ and the Consultant’s Proposal 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 Proposal must declare in writing that the only person, persons, company or parties interested in the proposal as principals are named therein; that the Proposal is made without collusion with any other person, persons, company, or parties submitting a Proposal; that it is in all respects fair and in good faith without collusion or fraud; and, that the signer of the Proposal has full authority to bind the principal proposer.

Please refer to the sample agreement for the necessary amounts of general liability, automotive, worker’s compensation and professional liability insurance. The appropriate endorsements are also shown within the sample contract agreement. The insurance certificate shall include the City of Vista, its officers and employees as insured or additional insured. 12/09/2025
C11
22 of 200

PAGE 9 OF 10

The contents of the Proposal 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 City as a result of a failure to contract may be recovered from the Consultant.

12. ASSIGNED REPRESENTATIVES
The City will assign a responsible representative to administer the contract, and to assist the Consultant in obtaining information. The Consultant also shall assign a responsible representative (Project Manager) and an alternate, who shall be identified in the proposal. The Consultant’s representative will remain in responsible charge of the Consultant’s duties from the Notice-to-Proceed through project completion. If the Consultant’s Project Manager should be unable to continue with the project, then the Consultant shall notify the City’s representative in writing. The City’s representative shall first approve any substitution of representatives or sub- consultants identified in the proposal in writing. The City reserves the right to review and approve/disapprove all key staff and sub-consultant substitution or removal, and may consider such changes not approved to be a breach of contract. This breach of contract will not apply if the Project Manager leaves the Consulting firm.

13. RIGHT TO REJECT PROPOSALS
The City reserves the right to delay the project or reject any or all proposals submitted and no representation is made hereby that any contract will be awarded pursuant to this RFQ or otherwise.

The City reserves the right to extend the due date, accept or reject any or all proposals received as a result of this request, negotiate with any qualified consultant or cancel this RFQ in part or in its entirety. The City may require the selected consultant to participate in negotiations and to submit such technical, fee, or other revisions of their proposals as may result from negotiations.

All costs incurred in the preparation of the proposal, the submission of additional information and/or any aspect of a proposal prior to award of a written contract will be borne by the Respondent. The City will provide only the staff assistance and documentation specifically referred to herein and will not be responsible for any other cost or obligation of any kind, which may be incurred by the Respondent. All proposals submitted to the City of Vista become the property of the City.

14. DISCLOSURE
All Proposals become the property of the City unless a return is specifically requested as specified in the following section. The City is a public agency subject to the disclosure requirements of the Public Records Act, California Government Code Section 6250 and following. These requirements include an exemption for “trade secrets”. If any proprietary information is contained in or attached to the written proposal, 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 of Vista if litigation results.

12/09/2025
C11
23 of 200

PAGE 10 OF 10

15. LATE, MODIFIED, OR WITHDRAWN PROPOSALS
All proposal 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. Proposals received via mail, e-mail, and fax will not accepted.

Any modification of a Proposal, except a modification resulting from the City's request for "best and final" offer, is subject to the same conditions as the initial submission.

Proposals may be withdrawn by written notice received at any time prior to Notice of Intent to Award. Thereafter, all Proposals 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. Proposals 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 Proposals prior the posting of Notice of Intent to Award of contract award.
12/09/2025
C11
24 of 200

PAGE 11 OF 10

APPENDIX A

SAMPLE CITY OF VISTA PROFESSIONAL SERVICES AGREEMENT
12/09/2025
C11
25 of 200

Professional Services (Non-Construction) (RFP)(NPW) 1 of 9 NAMEX [51960-2] 00051960 4

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 the Request for Proposals attached as 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 Any references in Exhibit A or Exhibit B to “Consultant” shall mean Contractor for the purposes of this Contract.

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 months 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 the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.
12/09/2025
C11
26 of 200

Professional Services (Non-Construction) (RFP)(NPW) 2 of 9 NAMEX [51960-2] 00051960 4

5.0 COMPENSATION

5.1 City shall pay Contractor for the Services to be performed as set forth in Exhibit B.

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.

5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract. 12/09/2025
C11
27 of 200

Professional Services (Non-Construction) (RFP)(NPW) 3 of 9 NAMEX [51960-2] 00051960 4

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 STANDARD OF PERFORMANCE

9.0 CONTRACTOR’S STATUS; CONTRACTOR’S EMPLOYEES

12/09/2025
C11
28 of 200

Professional Services (Non-Construction) (RFP)(NPW) 4 of 9 NAMEX [51960-2] 00051960 4

10.0 CIVIL RIGHTS

Professional Services (Non-Construction) (RFP)(NPW) 5 of 9 NAMEX [51960-2] 00051960 4
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.

12.0 ASSIGNMENT AND SUBCONSULTING

Professional Services (Non-Construction) (RFP)(NPW) 6 of 9 NAMEX [51960-2] 00051960 4

14.0 FINANCIAL RECORDS

16.0 CONFIDENTIALITY

16.3 Contractor’s obligations under this paragraph shall survive the termination of this Contract.
12/09/2025
C11
31 of 200

Professional Services (Non-Construction) (RFP)(NPW) 7 of 9 NAMEX [51960-2] 00051960 4

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.

19.0 DUTY OF INDEMNIFICATION

The provisions of this Section are not limited by and do not affect the provisions of this contract relating to insurance.

Professional Services (Non-Construction) (RFP)(NPW) 8 of 9 NAMEX [51960-2] 00051960 4

20.0 INSURANCE AND BONDS
Contractor shall comply with the insurance provisions set forth in Exhibit C.

21.0 SERVICE OF NOTICE

21.2 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.

22.0 SPECIAL PROVISIONS
This Contract is subject to, and Contractor shall comply with, the special provisions referenced in Exhibit E, if any.

23.0 EXHIBITS
All documents referenced as exhibits in this Contract, or referenced in an exhibit to this Contract, are incorporated herein.

Professional Services (Non-Construction) (RFP)(NPW) 9 of 9 NAMEX [51960-2] 00051960 4
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 9.]

27.0 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

12/09/2025
C11
34 of 200

00051960 4 Exhibit A

EXHIBIT A

REQUEST FOR PROPOSALS

12/09/2025
C11
35 of 200

00051960 4 Exhibit B

EXHIBIT B
CONTRACTOR’S PROPOSAL

12/09/2025
C11
36 of 200

00051960 4 Exhibit C, Page 1 of 3

EXHIBIT C

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

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

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

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

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

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

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

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

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

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

1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of with respect X
12/09/2025
C11
37 of 200

00051960 4 Exhibit C, Page 2 of 3
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
C11
38 of 200

00051960 4 Exhibit C, Page 3 of 3
complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

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

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

12/09/2025
C11
39 of 200

00051960 4 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]

NOT APPLICABLE TO THIS CONTRACT

12/09/2025
C11
40 of 200

00051960 4 Exhibit E

EXHIBIT E

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

1. State of California grant conditions, as attached.

2. Federal grant conditions, as attached.

3. Other conditions, as attached.

□
□
□
12/09/2025
C11
41 of 200

PAGE 12 OF 10

APPENDIX B

WAVE WATERPARK NEEDS ASSESSMENT STUDY
12/09/2025
C11
42 of 200

Wave Waterpark Aerial

WAVE WATERPARK NEEDS

ASSESSMENT STUDY
August 2024

ETEECE-
1“I s >
.1
I2-
c
F. I
/
5-
=
t
I
• / . Uss.t‘
45* ,I
■
3 □ st
ik.

Ter 3A

AQUATIC CITY OF VISTA

C A I I F O R N I
"////I
pee -
I
Sr f"
- -41
a ai
MsDwit
tw 11 twg
d ' s S''
$ —4 f.

Eni
I ga.
r
3 / *
Eo
a
)an
G&i A )
D)
k — '
r
fcr ” I hseAi 1
fi
I wBill
syi PEY «
g .
te s * e an
— .s 5-1

DES GN GEOUF
!
Y \T
ia "99 1 |
Fre,l 1
— ‘ ss
tie r w
as) J Rs
12/09/2025
C11
43 of 200
2 Wave Waterpark Needs Assessment

Table of Contents

SECTION
A. INTRODUCTION

PAGE
3 B. CODES 4
C. FACILITY DATA 5
D. PROGRAMMING 18
E. SAFETY, MAINTENANCE, AND CODE ISSUES 19
F. RECOMMENDED PHASE 1 RENOVATION 28
G. SUMMARY 29

12/09/2025
C11
44 of 200
A. INTRODUCTION
Wave Waterpark Needs Assessment 3

Aquatic Design Group (ADG) visited the Wave Waterpark in Vista, California on May 9th, 2024 as the first step of providing a needs assessment of the swimming pools, as well as their systems and equipment. Some of the pool systems were in operation but the pools were closed for use during ADG’s site visit. During the site visit a construction crew was resurfacing the FlowRider. The facility has the following outdoor bodies of water:

• A 25-yard x 25-meter competition pool with one
(1) one-meter and one (1) three-meter springboard diving board
• A spray ground
• An activity pool with lazy river and Flow-Rider
• A slide-receiving pool with four (4) waterslides

Staff representing the City met with ADG and were available during the site visit. ADG had previously walked the site with staff members and additional information was provided during that visit. It is also worth nothing that ADG was the original architect of record for this project and have been contracted to perform several renovations since it initially opened.

The following report includes a summary of the existing conditions, code violations, deficiencies and proposed
improvements for rehabilitation of the Wave Waterpark pools and related equipment. The scope of this report includes the swimming pools, deck area, and mechanical equipment. It excludes the structural integrity of the swimming pool shells, slide tower, pool appurtenances, and accessibility in the path of travel to the swimming pool area and within the adjacent buildings.

Note:

This report also excludes evaluation of the building, building systems and building structural. It is possible that a facility of this age could have underlying issues that have gone unnoticed by staff and are not apparent to a visual
inspection. This report attempts to provide an
accurate and realistic assessment of existing conditions. Our observations are based upon the conditions we could observe and information provided by staff. This report should be read in full without excerpts to be an accurate representative of the findings and has been prepared exclusively for the City of Vista.

No liability is accepted for any use of or reliance on the report by third parties.

This report identifies any violations of codes that were found. Some of these violations may currently be operating on a grandfathered exemption, meaning they complied
with code when they were built but code changes since
make them not compliant with current code. It is important to note that though some grandfatherable exemptions by the County Environmental Health Services Department may allow the swimming pools to legally operate in non-compliance of current standards, liability of any health and safety risks to the public may still remain. We therefore recommend that these issues be reviewed on an individual basis to
determine the disposition and possible remedies for each violation.

Some violations may be due to modifications to the code over the years. Providing that a violation is not deemed an immediate health or safety risk the County Environmental Health Services Department may allow the violation to exist as a "grandfatherable condition". These grandfathered conditions are normally allowed to exist until such time as when the facility is having work done in which the scope of the work will allow for the violation to be remedied. If such work were going to take place, then the County Environmental Health Services department would demand that the violations be brought into compliance.

In addition to the code violations being of concern to the County Environmental Health Services Department, they may be of concern to the City's Risk Manager as well. If a facility is in violation of the current code, the liability exposure alone may warrant the remedy of the violation. Given the subjective nature of the interpretation of the code, violations that may be deemed a grandfatherable violation at one point may not be allowed at another time or by a different inspector.

Not included in this report, but an important area to be reviewed, is the requirement for the entire facility to meet the American Disabilities Act (ADA). This includes access to the facility and restrooms, in addition to the swimming pools and deck. To comply, every swimming pool must have a primary means of access into the water. This can include a wheelchair ramp or an accessible lift. The scope of this report is for the swimming pools and deck. Therefore, access from the street or parking areas to the aquatic center and the adjacent buildings are not covered herein.

Image 1: Original Dedication Plaque

For the purpose of this report the facility’s compliance with current codes and standards will be examined. The current codes and standards that may apply are:

• Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG) • Americans with Disabilities Act (ADA)
• California Building Code (CBC), Chapter 31B, 2022 Edition • California Conference of Directors of Environmental Health Recreational Health Technical Advisory Committee : Guidelines for the Installation and Operation of Waterslides at Public Swimming Pools • California Conference of Directors of Environmental Health Recreational Health Technical Advisory Committee : Recreational Water Parks Guidelines
• California Fire Code (CFC), 2022 Edition
• California Mechanical Code (CMC), 2022 Edition
• California Plumbing Code (CPC), 2022 Edition
• International Swimming Pool and Spa Code (ISPSC) Standards, 2021 Edition • Model Aquatic Health Code (MAHC), 2023 Edition
• Pool and Hot Tub Alliance Standards (PHTA)
• Federal Virginia Graeme Baker Pool and Spa Safety Act (VGBA) • California AB1020 (AB1020)
• Occupational Safety and Health Administration (OSHA)
• USA Swimming
• USA Water Polo
I
L. J
z 1
J
oou 5 " s.JUNE 39, 1990
■ tn
4 TED COLE

JEANETTE SMITH SCOTT PACKARD
MORRIS VANCE, CrrY MANAGER
-!
L.C. “RED” THOMPSON CHUCK TAYLOR

JIM PORTER, DIRECTOR

PARKS AND COMMUNITY SERVICES DEPARTMENT
' 5
REV. DOUGLAS REGIN

DIANA HARDESTY

ARCHITECT
AQUATIC DESIGN 9 ROUP, INC.

PARKS AND RECREATION COMMISSION

JIM PHILLIPS, CHAIRMAN

RALPH ANDERSON, VICE CHAIR
2 MARY LOU CLIFT

JOHN LAND

KRISTINA MILLS
- OurP TAVI no

CONTRACTOR
FCC CONSTRUCTION, INC.
.W*0
”• THE WAVE
, ' d — )
DEDICATED TO THE CITIZENS OF VISTA. . .. s. . ;• .. "

CITY COUNCIL
GLORIA E. MCCLELLAN, MAYOR
DAL WILLIAMS. MAYOR PRO TEM TH
awA ‘y-9
12/09/2025
C11
46 of 200
C. FACILITY DATA
5 Wave Waterpark Needs Assessment

The Wave Waterpark opened in 1994. Upon opening there was a children’s play pool in the same location as the existing spray ground. That pool was replaced in 2006 with a wet-dry
playground. That feature was later replaced with the current spray ground in 2022. All three versions were designed by ADG.

The other bodies of water are largely unchanged from original construction other than routine maintenance and replacement components as needed over the years. The data compiled in this section of the report is based upon information from ADG’s original drawings and interviews with staff as well as images taken by ADG and observations made during the site visit.

3.1 Parking Lot and Entrance:

Patrons arriving at the Wave Waterpark can park in the
dedicated lot immediately in front of the entrance to the facility.

This lot has 126 parking spots plus three (3) ADA parking places.

After parking, to the right of the facility is a door that enters into a control desk where patrons can speak to staff. This entrance also provides access to a series of offices and a hallway that exits out into the waterpark. The main entrance for patrons is a gated entrance along with turnstile exit that is located at the center of the facility that allows patrons to enter directly onto the pool deck where the entries to both male and female locker rooms are located.

3.2 Locker Rooms:

Dedicated male and female locker rooms are centered at the non- office entrance to the waterpark. The locker rooms are not conditioned spaces and feature ventilation grating along the pool and parking lot side upper walls that can be closed off.

Exhibit 2: Wave Waterpark Parking Lot and Main Entrance 2A: 1I
I
I
Li
a
t .
i
I
e.

Amam
maz
s5."0
Aa ===
bl
/
. I
I
E V
■■ 7
SRAEELASNililiv "
.P !
-
I
ri
s
I
I
“““fas " -
12/09/2025
C11
47 of 200
C. FACILITY DATA
6 Wave Waterpark Needs Assessment

The male locker room includes five (5) showers (one of which is ADA compliant), eight (8) toilets (one of which is ADA
compliant), eight (8) urinals, and eight (8) sinks. The locker room also includes five (5) separate wood benches, five (5) head height hand-dryers, one (1) baby changing station, and hooks on the wall for bags. The wall finishes are a mixture of tile in wet areas and painted drywall. The floor finish is smaller format tiles in the showers, and concrete in the remainder of the space.

Lighting is provided by a mixture of natural light through the operable windows on the pool and parking lot sides of building walls, and overhead incandescent features. There is a single water fountain on the deck at the entrance of the locker room.

There are no lockers within the locker rooms. All lockers are located in a common area on the pool deck. Drainage is
accomplished with a series of area drains. As with most heavily used buildings of this age, the locker room does show signs of disrepair, but is in fairly good condition overall. Several fixtures were out-of-order at the time of the site inspection, but the facility was not open yet for the season. Some cove tiles at the intersection of the floor and walls were missing. The wooden benches in the locker room are showing signs of age and should be repainted or replaced.

C
"I,
■MM.

IMBH
$
41#
v
1 A
if
“1#
22 3
n 1
t .5.

SUTOF
20050.
- ce. ’;
12/09/2025
C11
48 of 200
C. FACILITY DATA
7 Wave Waterpark Needs Assessment

The female locker room includes five (5) showers (one of which is ADA compliant), ten (10) toilets (two (2) of which are ADA compliant), and eight (8) sinks (one of which is ADA compliant).

The locker room also includes five (5) separate wood benches, five (5) head height hair-dryers, two (2) hand-dryers, one (1) baby changing station, one (1) hygiene dispenser, and hooks on the wall for bags. The wall finishes are a mixture of tile in wet areas and painted drywall. The floor finish is smaller format tiles in the showers, and concrete in the remainder of the space.

There are no lockers within the locker rooms. All lockers are located in a common area on the pool deck. Drainage is
accomplished with a series of area drains. As with most h eavily used buildings of this age, the locker room does show signs of disrepair, but is in fairly good condition overall. Several fixtures were out-of-order at the time of the site inspection, but the facility was not open yet for the season. Some cove tiles at the intersection of the floor and walls were missing but the locker room was in slightly better condition overall then its male counterpart.

3.3 Pool Area:

Upon entering the facility, the waterpark is laid out in a linear fashion with the lap pool in the foreground. The lazy river and FlowRider follow at the center of the complex. Towering above the other amenities, the waterslides draw eyes towards the rear Exhibit 3: Male Locker Room Images
Exhibit 4: Female Locker Room Images
L -
715 I1 •*7# •; A
1 k
r T
9 E
S.
a
4 t.sozl nee‘8!I" .
stns
i
I
it
“a
J0
bn."
es
’ 7
in
1 12/09/2025
C11
49 of 200
C. FACILITY DATA
8 Wave Waterpark Needs Assessment

of the facility. To the left lies the spray ground, and off to the right are the lockers, kitchen, picnic tables, and offices.

A metal perimeter fence and solid wall serve to provide the code required enclosure around non-building sections of the
waterpark.

There are several options for patrons to escape the sun at the waterpark. These include: A pergola shade structure on the raised section of the pool deck adjacent to the grill with four (4) at the picnic tables; a pergola style shade structure adjacent to the sprayground with two (2) picnic tables; a pergola style shade structure at the back of the waterpark; a series of umbrellas located throughout the waterpark; and natural shade provided by the lush tropical landscape including palm trees around the perimeter of most of the waterpark.

Perimeter and deck lighting is achieved by utilizing a variety of raised lights throughout the entire waterpark. The pool deck also features a permanent lifeguard station for the lap pool. To the left of the lap pool lies an enclosure that serves as a check out area for inner tubes and as a central command area for
lifeguards. To the right, in addition to the kitchen are sheds for storage and the main mechanical room for pool equipment and systems.

Totaling over 100,000 square feet the Wave Waterpark is a sweeping complex with gracious amounts of hard and softscape.

There are over 44,000 square feet of concrete deck and 18,000 square feet of natural and artificial turf. The concrete deck was originally had a uniform medium broom finish. Over the years Exhibit 5: Overall Views, Seating, Shade, Fencing, and
Lights.

I
('F
H.
vuoir
crf
ng)
g 7
o.

I ■
iE
yeM
gtl
mga -
PAori
BoyI
4 aly
werenCust t '
-t 2 — t*
-wa) -oimd(t
n
.4 PLw
y
’ 2
AAKeW
■I
I
P5, 15.
eghe
"*e
y )!",
mag •
4 r-Seb a
sehssd
s.
12/09/2025
C11
50 of 200
C. FACILITY DATA
9 Wave Waterpark Needs Assessment

through the necessity of quick repairs the deck’s appearance is now a patchwork collection of finishes, colors, and elevations.

Deck drainage is accomplished by a combination of perimeter slot drains with stainless steel cleanouts and area drains. The deck shows many signs of aging including major cracks and discoloration. The portion of the decks closest to the pool, in varying dimensions, have been covered with a topcoat which is past its useful life and is delaminating, discolored, and cracked.

Staff reports the deck is too slick in some areas which has contributed to some slips and falls. One of the largest concerns is the fact that the perimeter slot drain cleanouts are out of level with the deck around them and uneven in many places. This creates sharp raised ledges where patrons have a higher likelihood to stub their toes, cut, or slice open their feet. Of additional concern is that the metal is rusting which poses are greater risk of infection including the potential need for a tetanus shot.

3.4 Pools:

Lap Pool:

The lap pool is rectilinear with a shallow water section to the left (looking towards the facility from the main entrance) and deeper water lap lanes to the right. The main swimming area is 75 feet (25-yards) in length and is 90 feet in width. It has eight (8) 8’-0” wide 25-yard lanes with starting blocks installed in the deck at the north end of each lane. Depths range from 6’-6” in the deep end to 3’-0” by the walk-out entry stairs. The pool features two (2) walk-out staircases and two (2) sets of removable grabrails with recessed steps.

An ADA compliant accessible lift serves as the primary means of ADA accessibility. ADA requires any pool with over 300 linear feet to have two means of ADA compliance, one must be a primary means (ramp or lift that meet the requirements), and a second either primary or secondary (transfer tier, transfer system, stairs with a double handrail that meet the requirements). As both stair cases have single handrails, a second handrail is required for this pool to comply with ADA.

The lap pool features eighteen (18) underwater lights, thirty-four (34) floor inlets, and two (2) 18” x 36” Virginia Graeme Baker act / Assembly Bill 1020 compliant unblockable main drains.

Exhibit 6: Pool Deck Cracking and Drainage
5 E
F
3 5
F wt
eld/7 h- .use
*
d
. e 7 2h
re ;t
r
4ss" -
the Si
5y
■ .
ae
er15
r r 22 Y
- tr oestE a s
-2.1,“.5Mhd
-
Treg
• - " "s
%-
. a
co___
) -
os w"
2 ■■
aP
5 —
—
A — / s.
. ---
■
i
i
174 7 ■
...
k /. <
"Tedn Loe.)uoe
“A tl
— .—-o
______
) ...
so
s :. e
va t s .C.
----- a Pe.
s
h hss ' >’
12/09/2025
C11
51 of 200
C. FACILITY DATA
10 Wave Waterpark Needs Assessment

The perimeter gutter system is a cantilever or deep gutter system with 12” between the pool deck and water level of the pool. The pool features a white plaster finish with blue trim tile on the stairs, waterline tiles, lane line tiles, and wall targets.

• Dimensions: 92’-0” long x 75’-1" wide (per original drawings) • Perimeter: 350 linear feet (per original drawings)
• Surface Area: 6,975 square feet (per original drawings) • Volume: 299,675 gallons (per original drawings)
• 25-Yard Lanes: Eight (8), 8’-0” in width (per original drawings) • Depths: 3’-0” to 6'-6 " (per original drawings)
• Finish: Plaster and tile (observed during site visit) • In-Pool Lights: Eighteen (18) (per original drawings) • Pool Main Drains: Two 18” x 18” (per original drawings, unable to observe during site visit)
• Gutter: Deep gutter system (observed during site visit) • Ingress and Egress: Two (2) walk-in stairs with single handrails and two (2) sets of recessed steps (observed during site visit)
• Floor Inlets: Thirty-Four (34) (per original drawings) • Racing Platforms: Eight (8) (per original drawings)
• Code Minimum Flow Rate: 832 GPM (6-hours) (per
original drawings)
• Code Minimum Turnover Rate: 832 GPM (6-hours) (per original drawings)
• Actual Flow Rate: ? GPM (per observed control monitor) • Actual Turnover Rate: ?-hours
• Design Flow Rate: 832 GPM (6-hours) (per original drawings) • Design Turnover Rate: 832 GPM (6-hours) (per original drawings)

Mechanical and Chemical Systems: (Observed During Site Visit)

• High-Rate Sand (H.R.S.) Filter Tanks (x5)
• Make: EPD
• Model: EPD-501
• Total Filter Surface Area: 67.5 FT2
• Recirculation Pump
• Make: Paco
• Model: Unknown
• Horsepower: 20
• Recirculation Motor
• Make: US Motors
• Model: Unknown
• Horsepower: 15
• Heating System
• Make: Raypak
• Model: P-2100
• BTU Maximum Output: 2,100,000
• Variable Frequency Drive
• Make: H20 Technologies
• Model: SPCS
• Chemical Control Monitor
• Make: Stantrol
• Model: System 4 Controller
• Sanitation (All Bodies of Water)
• Liquid Chlorine (Sodium Hypochlorite) tank
• 500 gallon capacity
• LMI chlorine pump
• pH Control (All Bodies of Water)
• Liquid Carbon Dioxide with 6 Ton Storage Container
• The Solution X-2 venturri chemical feed system: 197
gallons per day feed rate capacity
• Muriatic Acid (one gallon jugs, hand fed)

Exhibit 7: Lap Pool
se
—
Amsdsa
z ■
“s
4=,
o
*
e ..
2 ''01-15*
— s.
/ -

1. •
12/09/2025
C11
52 of 200
C. FACILITY DATA
11 Wave Waterpark Needs Assessment

Spray Ground:

The spray ground is rectilinear with no-standing water. It features a perimeter trench drain and linear trench drain at the center of the spray ground. This is the third amenity to be located in this location and opened in 2018 and features twenty (20) different wet play products.

• Dimensions: 51’-6” x 47’-9”
• Perimeter: 198 square feet (per original drawings)
• Surface Area: 2,267 square feet (per original drawings) • Volume: 4,732 gallons (per original drawings)
• Depths: 0’-0” (per original drawings)
• Finish: Broom finish concrete (observed during site visit) • Drains: Continuous perimeter trench drain and linear trench drain in center of spray ground
• Code Minimum Flow Rate: 157 GPM (30-minute turnover)
• Code Minimum Turnover Rate: 30 minutes
• Actual Flow Rate: ? GPM (per observed control monitor) • Actual Turnover Rate: thirty minutes
• Design Flow Rate: 157 GPM (per original drawings)
• Design Turnover Rate: 30 minutes (per original drawings) • Spray Features
• Carronade 2.0 (3 total)
• Butter Cup (3 total)
• Confetti Spray (3 total)
• Doughnut Spray (2 total)
• Spray Tunnel 4 (1 total)
• Spray Tunnel 8 (1 total)
• Puddle 1 (1 total)
• Puddle 2 (1 total)
• Puddle 3 (1 total)
• Aqua-Drop (1 total)
• Boingo with Ground Spray (3 total)
• Roue Cyr (1 total)
• Encore (1 total)
• Big Top Soaker (1 total)
• Misty Mountain (6 total)
• Baton (1 total)
• Parasol (1 total)
• Aqua-Knot (1 total)
• Djembe (1 total)
• Palm Tree (2 total)

Mechanical and Chemical Systems: (Per Original Drawings) • High Rate Sand (H.R.S.) Filter Tank
• Make: EPD
• Model: 150
• Total Filter Surface Area: 13.5 FT2
• Filter Media Rate: 15 GPM / FT2 at 202.5 GPM
• Recirculation Pump
• Make: Paco
• Model: 1012A Type LC
• Horsepower: 5
• Booster Pump
• Make: Paco
• Model: 4012A Type LC
• Horsepower: 10
• Hair and Lint Strainer
• Make: Pro-Flo PSV Series PSV1005SC-C
• Size: 10” x 5”
• UV System
• Make: ETS Ecoflo II
• Model: ECF-210-4VTHY
• Strainer: ETS EZ Strainer 4” EZCLN-4
• Chemical Control Monitor
• Make: BecSys
• Model: System 3 Controller
• Chemicals (See Lap Pool)

4 1
■I
1ser -
Jr
d
1 rA%
T
TOa
aul"
A’N.EA‘ 1,, f*
31 12/09/2025
C11
53 of 200
C. FACILITY DATA
12 Wave Waterpark Needs Assessment

Waterslides and Slide Receiving Pool:

The waterslides and slide receiving pool are located at the rear (southwest) of the facility. The primary function of the slide receiving pool is to serve as the catch basin for the four (4) waterslides that all launch from a single landing roughly thirty-five (35) feet above.

The waterslides are original from when the park opened but have been refinished several times throughout the years. Structural and leak repairs have also been undertaken to keep the slides in working order.

The slide tower was recently repainted and its metal handrails and structure appear to be in good condition. The concrete steps and landings show some signs of age, but also appear to be in good condition.

Despite the best efforts of city staff the slides do appear dated and could use another refinishing in the near future. Staff report that some leaks still exist as well. The life of waterslides varies depending on environmental conditions and service and maintenance. It is not unreasonable to think that the slide could last another 5-10 years but eventually they will need to be replaced.

The slide receiving pool is rectilinear and features depths of 3’ -6” where the slides end to 2’-6” at the opposite side where a staircase extends across the entire length of the pool. The finish of the pool is white plaster with blue tile along the waterline and trim tile at each step, and an all tile top step with a field of white and blue for trim tile.

Two (2) 3’ x 4’ VGBA / AB1020 compliant unblockable main drains are located in the deepest section of the pool. Ten (10) floor inlets and five (5) wall inlets serve to return water to the pool from its mechanical and chemical systems. There are four (4) underwater lights located along the width of the pool.

The staircase has five (5) handrails to assist riders with exiting the pool. Slide receiving pools, by definition are special purpose pools and do not need to be compliant with ADA if the sole purpose of the pool is to serve the waterslides. If other programming is offered in the pool, an ADA compliant accessible lift would have to be provided.

with five (5) single handrails (observed during site visit) • Floor Inlets: Ten (10) (per original drawings)
• Wall Inlets: Four (4) (per original drawings)
• Code Minimum Flow Rate: 487 GPM (using 1-hour
turnover)
• Code Minimum Turnover Rate: 487 GPM (using 1-hour
turnover)
• Actual Flow Rate: ? GPM (per observed control monitor) • Actual Turnover Rate: ?-hours
• Design Flow Rate: 487 GPM (per original drawings)
• Design Turnover Rate: 1-hour (per original drawings)

Mechanical and Chemical Systems: (Observed During
Site Visit)
• High Rate Sand (H.R.S.) Filter Tank (X3)
• Make: EPD
• Model: EPD-300
• Total Filter Surface Area: 40.5 FT2
• Recirculation Pump
• Make: Paco
• Model: Unknown
• Horsepower: 15
• Recirculation Motor
• Make: US Motors
• Model: Unknown
• Horsepower: 15
• River Booster Pump
• Make: Baldor Reliance
• Model: Unknown
• Horsepower: 7.5
• Hair and Lint Strainer
• Make: Mermade
• Size: 6-inch
• Chemical Control Monitor
• Make: Stantrol
• Model: System 4 Controller
• Chemicals (See Competition Pool)

MTT
—/
20:
a
\
I
W 13558
i ।
■
I?
ril
&
1 *
t ter
wal ‘NE%
2 2. 1-
'• “erie
s Mr (
J/
A
" 71
I ■As 0
3 12/09/2025
C11
55 of 200
C. FACILITY DATA
14 Wave Waterpark Needs Assessment

Exhibit 9: Waterslides and Slide Receiving Pool
1h
_ a
!
A
.3
; .3
17 Hi l 1
1 ~ a
J
he -
id
8,
1 d
(
J.
“L, ka
stl "
at. muat
“Av, g taethd
AA :.
12/09/2025
C11
56 of 200
C. FACILITY DATA
15 Wave Waterpark Needs Assessment

Activity Pool (Lazy River and FlowRider):

When the Wave Waterpark was originally constructed much of the buzz around the park was the inclusion of the first FlowRider in the world. The body boarding experience offered with the FlowRider provides users a thrilling, fun, and challenging experience. The unique design of the FlowRider in the center of a lazy river can only be found in a handful of waterparks in the entire world and to the best knowledge of ADG the Wave Waterpark is the only such in which FlowRider users “wash out” directly into the lazy river.

This element provides three (3) distinct experiences for those who use the FlowRider: the boarding board experience of the FlowRider; a waterslide experience from exiting the Flowrider into the lazy river; and the lazy river itself.

The FlowRider was recently refinished and is expected to reopen in July of 2025. According to staff several renovation of the FlowRider have been required over the years.

The lazy river has a width of 15’ for the majority of its expanse with a section of almost 24’ where riders exit the FlowRider and enter the river.

The surface of the lazy river is white plaster, with blue trim tile and waterline tile. There are two (2) expansion joints in the river which feature white tile on each side of the caulking covering the expansion joint. Three sumps are located along one curve of the river which the FlowRider draws water from for its operation.

There are two (2) surface skimmers and two (2) VGBA / AB1020 compliant unblockable main drains. Sixteen (16) floor inlets return water to the lazy river after it has been treated by its mechanical and chemical systems. Fifteen (15) underwater lights are located throughout the lazy river.

There are two (2) entry stairs, each with a handrail on either side and one (1) ADA compliant accessible lift that serve as means of ingress and egress for users of the lazy river. When in operation, users can collect a blue tubes from the Wave Shack along the south of the facility near the stairs to the lap pool.

The activity pool is lightly themed with wooden posts and netting, and artificial rock around portions of the perimeter including the ramp and bridge FlowRider users use to cross the river. These were resurfaced and repairs were made over the winter of 2024.

• Dimensions: Curvilinear
• Perimeter: 768 linear feet (per original drawings)
• Surface Area: 8,444 square feet (per original drawings) • Volume: 142,235 gallons (per original drawings)
• Depths: 3’-0” (per original drawings)
• Finish: Plaster and tile (observed during site visit) • In-Pool Lights: Seventeen (17) (per original drawings) • Pool Main Drains: Two (2) 18" x 18" (observed during site visit) • Gutter: Surface skimmer gutter system (observed during site visit)
• Ingress and Egress: Two (2) sets of grabrails with recessed steps and one (1) lengthwise set of walk-in stairs with multiple handrails (observed during site visit)
• Floor Inlets: Thirteen (13) (per original drawings)
• Code Minimum Flow Rate: 592 GPM (using 4-hour turnover) • Code Minumum Turnover Rate: 4-hours
• Actual Flow Rate: ? GPM (per observed control monitor) • Actual Turnover Rate: Four (4)-hours
• Design Flow Rate: 592 GPM (per original drawings)
• Design Turnover Rate: 4-hours (per original drawings)

Mechanical and Chemical Systems: (Observed During Site Visit) • High Rate Sand (H.R.S.) Filter Tank (X3)
• Make: EPD
• Model: EPD-300
• Total Filter Surface Area: 40.5 FT2
• River Recirculation Pump
• Make: Paco (Motor: US Motors)
• Model: Unknown
• Horsepower: 15
• River Booster Pump
• Hair and Lint Strainer
• Make: Mermade
• Size: 6-inch
• Slide Booster Pump #1
• Make: Paco
• Model: Unknown
• Horsepower: 50
• Slide Booster Pump #2
• Make: Paco
• Model: Unknown
• Horsepower: 30
• Hair and Lint Strainer
• Make: Mermade
• Size: 6-inch
• Chemical Control Monitor
• Make: Strantrol
• Model: System 4 Controller
• Chemicals (See Competition Pool)
12/09/2025
C11
57 of 200
C. FACILITY DATA
16 Wave Waterpark Needs Assessment

3 ahg
(Il 5 7 •md
0 at
-
-
de c.

I I 29■
e
h
a
“I 4tont
e !
3-0—eft
st 39 ■*s
51 /
1 T
■
3' - O’
1O
N
Se
i
2 r
ie—
A
. v f
*e*s
ngtr,
s
Y
■
—ele’s
-
S$
4 f
■ Y
______
—ref
-
0 .ed
1 /F ‘‘1
,0
12/09/2025
C11
58 of 200
C. FACILITY DATA
17 Wave Waterpark Needs Assessment

Exhibit 10: Activity Pool: FlowRider and
Lazy River
. ia. ...
&m....596 ase ..
s
i
Th ‘ orNkw
is.
1 I
l i j

4. .V —
T
yg
£
if
nt
1 /
. ?
a
2•) 3
I may
*
f
M
+ s.
)
ch
51 30 V.7
. ee. . . Fa 2 : SE wir"t del.ts
12/09/2025
C11
59 of 200
E. PROGRAMMING
18 Wave Waterpark Needs Assessment
D. POOL PROGRAMMING

The Wave Waterpark supports the City of Vista and users from surrounding areas. With its diverse mix of pool, slides, and attractions it offers a wide range of programs that cannot be found in any other public sector aquatic center in San Diego County. Programs include, but are not limited to:

• Swim team rentals
• Swim meets
• Open lap swim
• Open rec swim
• Aquatic exercise programs
• Swim lessons
• Splash camps
• Jr. Lifeguards
• Flow rider classes
• Birthday party rentals
• Field trips

The City reports some struggles in recent years to fully staff the waterpark. This is an industry wide issue stemming from a wide variety of causes including lifeguarding no longer being as highly desired of an occupation for teenagers and young adults, s tate- mandated extremely competitive wages at entry level jobs, losing two years of lifeguards due to Covid closures, barriers of entry such as required training and certification(s), and the ease at which staff can be sent home and even fired for failure to comply with job specific protocols such as quickly detecting dummies floating in or sitting on the bottom of the pool during their shifts . On the positive side of things, staff reported that finding adequate an adequate workforce for the 2024 summer season does not appear to be an issue. If a consistent labor force can be provided the facility has the capacity to offer more varied programs to user groups.

A more detailed analysis of programs is being completed by Next Practice Partners.

12/09/2025
C11
60 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
19 Wave Waterpark Needs Assessment

E. CODE VIOLATIONS, SAFETY AND OPERATIONS CONCERNS

ADG has determined that the following three items do not comply with current code standards. For each item within the report a description of the condition is given along with a reference to the code that applies. An opinion of probable cost is given f or most items.

The items are listed in order of suggested priority with categories. The itemized estimates do not include general conditions and other costs that are typically added to any project for a complete construction project cost. In the proforma secti on of this report the itemized costs are totaled to give an example of a complete project cost.

ITEM DESCRIPTION CATEGORY

5.1 Pool Deck Patron Safety

5.2 Lap Pool and Activity Pool Plaster Patron Safety

5.3 Water Depth Markers Patron Safety and Maintenance

5.4 Fixtures Code Compliance

5.5 Waterslides, Columns, Pumps Patron Safety and Maintenance

5.6 Turf Patron Safety and Maintenance

5.7 Security Patron Safety and Maintenance

5.8 Buildings and Infrastructure Staff and Patron Safety and Maintenance Some assumptions in this section are made based on visual observations and staff comments. One example is that staff reports upgrades have been made and main drains appear to be in compliance with AB 1020 / the Virginia Graeme Baker Act. During a renovation this would need to be verified to ensure that the main drains are hydraulically balanced and in compliance and the grates have not exceeded their rated lifespan. The main drains were recently certified by Patrell Engineering but should be analyzed again prior to a replaster project.

The following items are noted as not complying with the various codes and regulations that apply to public swimming pools in the state of California. A description of the condition is given along with a reference to the code that applies.

5.1 Pool Deck: The existing pool deck has worn over time and in many sections the finish has deteriorated to the point that it is no longer uniform and non-abrasive. Past renovations and top coats have created a patchwork appearance there are many sections of the deck which have significant cracks, heaving, and delamination of past attempts to fix the deck. Some sections of the deck do not appear to have proper slip coefficients.

CODE: Title 24, Chapter 31B3114B.1 Pool Decks General:

“ A minimum continuous and unobstructed 4’ foot wide slip resistant, cleanable, nonabrasive deck area of concrete or like mat erial shall be provided flush with the top of the pool coping extending completely around the pool…”

Additionally, many of the drain covers and vault lids have become rusted, the deck around them cracked and unlevel and now serves as a very real hazard for bare feet.

Based on these facts and the age of the deck, it is recommended that , with the exception of the sprayground, the entire lower section of the deck and its drainage system be replaced with a new concrete deck, slot drain, drain cleanouts, and lids for vaults. As part of this renovation all anchors and all code required signage and warning such as depth markers and no diving signs should be replaced.

(Remove and Replace Lower Deck and Drainage Estimated Cost- $1,250,000.00)

12/09/2025
C11
61 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
20 Wave Waterpark Needs Assessment

5.2 All Pool Finishes:

The finishes at both the lap pool and activity pool are older and in poor condition. All pools feature a plaster finish with waterline and trim tile. The lap pool features tile lane lines and targets. The activity pool features tile around its expansion joints. Of the three pools, the lap pool finish is in the worst condition and should be replaced in the near future. There are multiple rust spots where the rebar underneath the plaster has oxidized, expanded, and is rusting through the plaster. There are other locations in the lap pool where the plaster has erupted and delaminated from the shotcrete shell. The lap pool also has cracked steps in the deep end, and cracks in the tile edging in the shallow end stair. The activity pool surface is rough in many areas and also shows signs of delamination. Multi ple areas around the lazy river have had consistent issues with tiles popping off resulting in a checkerboard appearance with newer til es being different colors than adjacent older tiles. Many patrons have reported hurting, scraping, and getting raw feet on the rough surface of the lazy river floor and have also reported injuring their hands, arms, and torso on the walls along the last river. The slide receiving pool surface is newer, having been resurfaced during the covid closure, but will likely need to be resurfaced again in the next si x (6) to eight (8) years.

The failing finish on the swimming pools is in violation of Chapter 31b of the California Building Code:

3108B.1 Pool Shell
The pool shall be built of reinforced concrete or material equivalent in strength, watertight and able to withstand anticipated stresses under both full and empty conditions taking into consideration factors such as climatic effects, geological conditions and in tegration of the pool with other structures.

3108B.2 Finish
The finished pool shell shall be lined with a smooth waterproof interior finish that will withstand repeated brushing, scrubb ing and cleaning procedures. The interior pool finish shall completely line the pool to the tile lines, coping, or cantilevered dec k.

3108B.3 Finish Color
The finish color shall be white except for the following which shall be of contrasting color:

Lane and other required pool markings described in Section 3110B; and The top surface edges of benches in spa pools; and
The edge of pool steps; and
Exhibit 10: Wave Waterpark Pool Decks
d a
*
ll
F
- 7401—
,7 2
: A sDeomtad a
TTt
. t.Ps ' -
5 — ’
gy aA"Y
- - — - t
s..) gaag ■ - e =
r.
-
.. x
- ‘ - > -64
, ppe ' • satskdi
■.

E.
r 15
8995989
tie
f
-
s
... e . .1--- -
asmF -..: "
“22.

I : .

I I
P ‘-5-5 .
_asn
s
y -.
t
I
1 xoer
a
5 ——
12/09/2025
C11
62 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
21 Wave Waterpark Needs Assessment

Tiles installed at the waterline; and
Tiles installed at the 41/2-foot (1372 mm) depth line.

(Lap Pool Estimated Cost- $400,000.00)
(Activity Pool Estimated Cost- $500,000.00)

5.3 Deck Safety Markings:

Many of the depth markings and safety markings around the facility are discolored and hard to read. The locations, size, and information provided in the deck markings appears to be consistent with current code, but all are aging and will need to be replaced as p art of a deck replacement project.

3110B.4 Water Depth Markers

3110B.4.1 Location
The water depth shall be clearly marked at the following locations:

Maximum depth; and
Minimum depth; and
-----
111 aneis
i ■
E
0 0
t
-
Walls *s« “
AL
W
I
-
alt ■.—
"L sso
-
Te
* --
2 .SEed
s
12/09/2025
C11
63 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
22 Wave Waterpark Needs Assessment

Each end; and
Both sides at the shallowest and deepest part of the pool; and At the break in the bottom slope between the shallow and deep portions of the pool (see also Section 3109B.3); and Along the perimeter of the pool at distances not to exceed 25 feet (7620 mm).

Note: For an illustration diagram pertaining to this section see Figure 31B -8. 3110B.4.2 Position
Where required by Section 3110B.4.1, depth markers shall be located in the following positions:

On the coping or on the deck, the depth markers shall be placed as close as possible but no more than 3 feet (914 mm) from the pool water; and For pools with skimmer systems the depth markers shall be high at the waterline which typically will result in the depth markers being submerged approximately 50 percent; or
For pools with perimeter overflow systems where coping cantilevers over the gutter depth markers may be positioned at the fac e of the cantilevered coping, the back wall above the gutter or immediately below the waterline which will result in the depth mark ers being completely submerged; or
For pools with rim flow gutters, depth markers shall be positioned immediately below the waterline which will result in the d epth markers being completely submerged.

3110B.4.3 Tolerance
Depth markers shall be positioned to indicate the water depth accurate to the nearest 6 inches (152 mm) as measured at the wa terline.

3110B.4.4 Size of Markers
Depth markers shall:

Have numerals a minimum of 4 inches (102 mm) in height and of a color contrasting with the background and be marked in units of feet and inches. Abbreviations of FT and IN may be used in lieu of feet and inches; and Be made of a durable material that is resistant to weathering; and Be slip resistant when they are located on the pool deck.

3110B.5 No Diving Markers
For pool water depths 6 feet (1830 mm) or less no diving markers with the universal symbol of no diving, which is a red circle with a slash through it superimposed over the image of a diver, shall be installed on the deck directly adjacent to the depth marker s required by Section 3110B.4.1. No diving markers shall comply with Section 3110B.4.4(2-3).

(Remove and Replace In-Deck Signage Estimated Cost- $20,000.00)

J
l
s‘r
---: 4
-Tprenfset creve
— - ti “ —ere A . '
re.
s3s—
k
rt
* _atm
3 TIETE t
a s
a
' t
; t
s at
rig
— * I
Pys
■ enr
-
!
22 -
c
hed
I s
12/09/2025
C11
64 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
23 Wave Waterpark Needs Assessment

5.4 Fixture Counts:

The fixture count requirements have not changed since the facility was originally designed. As such the number of fixtures in both locker rooms is compliant with California code. However, the shower trees and drinking fountains located on the pool deck are no lon ger functional and need to be replaced with functional fixtures to stay in compliance. Additionally, the drinking fountains are all original and do not feature bottle filling stations, which is standard for modern park and aquatic spaces .

Based on the total square footage of the bodies of water, the chart below shows the required number of fixtures per gender:

Total
Square
Footage
Bathers Females Males Total
Showers
Male
Toilet
Male
Urinal
Female
Toilet
Total
Drinking
F.
17370 1158.0 579.0 579.0 23.2 7.7 7.7 9.7 5.8

It is recommended to replace the shower tree and all drinking fountains around the site with new, updated, and functional one s.

Currently the facility has sixteen (16) working showers (five (5) in each locker room and one (1) six-head (6) shower tree). An additional shower tree with at least seven (7) heads would be required to be code compliant. The facility is also short four (4) working drinking fountains as only the two (2) at the entrance to each locker room function. Staff reports both of those are in poo r working condition with low pressure and known leaks. Modern aquatic centers also typically feature gender neutral / family changing rooms. Thes e rooms provide safety and security for families with younger children, family with children of multiple genders or opposite genders who are not comfortable changing alone but are too old to use the opposite gender locker room with their parent / guardian, those who nee d companion care, the transgender population, and those with modesty concerns. It would be recommended to provide a minimum of two (2) such changing / rest rooms as part of a major renovation / remodel of the facility.

(Remove and Replace Shower Trees Estimated Cost- $8,000.00) (Remove and Replace Drinking Fountains and add Bottle Filling Component - $8,000.00) (Create Two (2) New Family / Gender Neutral / Family Restrooms - $100,000)

5.5 Waterslides, Columns, and Pumps:

The waterslide platform and tower underwent a major renovation including replacement of many areas in 2023. The waterslides themselves have not been repainted or had a gel-coat resurfacing in the last 15 years. It is standard to gel-coat waterslides once every 10 years. As such the slides appear aged and inconsistent and the surface of the slides, in many places, is rough. Many of th e slides leak.

Additionally, in a study commissioned by the City in 2023, Waterfun Products and Bruce Dalen found that the slides have exceeded their lives and should be replaced. Staff report that on column J the supports and all brackets need immediate replacement. Other recommendations included replacing all valves in the waterslide columns. A second report recently commissioned and completed by Doug Ferrell of Patrell Engineering found that all slides were capable of being safely operated but with specific repairs. Th at report is attached to this report as an appendix and is considered to be the more accurate of the two.

The waterslide booster pumps, located in an open air concrete enclosure adjacent to the waterslide tower need improvements.

Specifically the motor on pump 2 is over 15 years old (the motor on pump 1 was replaced over the last year). When pump 2 is r ebuilt or replaced it is recommended to place a housekeeping pad under it to prevent degradation and rust of its base. The pump cur rently sits directly on the concrete floor which has no slope or drainage. It is also recommended to install a remote shunt trip res et so staff does 7lv< .
s%
111
c- ; th% Y.
-1
mzee
-
UEU
X
3 e
07 e
.5
S'
seililliiica
12/09/2025
C11
65 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
24 Wave Waterpark Needs Assessment

not have to enter the enclosure and manually restart the pumps. An area drain should also be placed in the center of the enclosure to allow water to drain properly and not sit on the floor of the pump enclosure.

The slide receiving pool circulation pump is reported to not have sufficient power to properly disrupt the filter media durin g backwash events. This could result in biofilms forming in the media bed which chlorine has a very difficult time of breaking down . The result of this could be more chlorine use, and subpar water quality. It is recommended to replace the existing waterslide receiving pool cir culation pump with a stronger pump and potentially rerouting pipes and replacing its isolation valves to reduc e head loss and provide a higher GPM of flow sufficient to properly disrupt the filter media and maintain proper water quality.

(Repaint Slide Supports and Piping Estimated Cost- $40,000.00) (Miscellaneous Repairs Allowance- $20,000)
(Remove and Replace Booster Pump, Housekeeping Pad, and add Drain- $30,000) (Apply Gelcoat to All Four Waterslides Estimated Cost- $ TBD)

5.6 Turf Area:

Behind the waterslide tower at the back of the facility lies a large turf area which is heavily shaded from the surrounding t rees. This area serves many purposes and allow for larger groups to spread out in addition to staging and assembly of camps and oth er in-park functions. Staff reports the turf to be nearing the end of its life. The City will need to decide if they are going to replac e the turf or potentially repurpose this area with a new amenity or attraction. As previously mentioned the drinking fou ntain under the pergola in this area no longer functions and should be replaced if the area is going to continue to be used by patrons.

I
)I m A
kJt.
nt. *
i
1-3 g
’s 1
■
ae ar
.X |
y
e
'' t 7
J Farnti nd
half.I
a wAt L-l Penl"
EE tnarn wa
E
s
.s-l o\ A au
|
J
to 3
1 E _s
II
r.
’ 1
12/09/2025
C11
66 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
25 Wave Waterpark Needs Assessment

5.7 Security:

Staff reports that the waterpark has a history of people jumping the fencing and entering the park after hours. While staff r eports that vandalism hasn’t been a huge concern in recent years, after hours breakins can be a large liability for the City as wel l as endangering staff. Damage to equipment and theft are also concerns with breakins. Staff reports two areas are more common than others for the breakins to occur: the fence at the front of the facility on the sprayground, and the rolling gate at the rea r of the facility. Installing more high profile cameras specific to areas where breakins occur may help discourage people from attempting to scale a fence. Increasing the height of the fences may also prove an effective means of reducing the number of breakins.

5.8 Electrical:

L
-?- . 010 ...ws ■
- NS®!KSKI
Ma
I
13 £kt ( •' 3
-ny25 s Th
c-- eudm
=4
lfh‘
i f
e kis2
— -ys -— • t—
MSHB
Oli i Rg
(A

5.W
1 e
H fl
1 -
SS
ih
S
3 AliilliliiilI
Frmeee
ft
iA / .

A
~s
uuur £
—
s
4 Pssr
1Si
. -
--
gbreg
to
—
ft t
huL"l
HEM
l
‘s A
s.7
Y rsitPr- 5 Li" 4 - *
t c al
t*0
..

WF’
wlW g
- ? wls ’
erdeteen wtoeats
(inmkiifHiiyjl ulI’Ih, MI""9!"12r
"iiy ■ J m“are=
oe £ , 3 w
‘p fuy
12/09/2025
C11
67 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
26 Wave Waterpark Needs Assessment

in aging waterparks- as things age and are replaced often they no longer become properly bonded, it is a safety and code concern. It is recommended to either conduct another such analysis, or at a minimum to address and mitigate the findings in that analys is.

The underwater lights in all bodies of water are incadescent. While staff reports the majority of the lights work, the City h as already purchased new LED bulbs for all underwater lights. After the busy summer season, all the new LED bulbs should be install ed. Doing so will save the City money by reducing the amount of electricity used, and should result in less maintenance due to higher perf ormance and longer lasting fixtures.

5.9 Buildings and Infrastructure:

• The roof of the front office area leaks to the point that mushrooms are commonly found growing on the office side of the ceiling.
• The heat pumps in the front office no longer work creating difficult working conditions for staff. • Mold has been reported in both the front office area and locker room ceilings. • The appearance of the buildings and structures looks tired and shows signs of deterioration that all patrons can see. • The shower heads in both locker room leak inside the walls. • The urinals are reported to not flush properly.
• Toilets and showers in both locker rooms frequently stop working. • There are signs of wood rot throughout various structures at the facility. • The speakers located throughout the park no longer work and portable speakers are used. • Paint is peeling on many structures and areas throughout the park and does not appear to be paint specifically designed for waterpark enviornments.

If the City chooses to renovate or replace any or all of the structures, the City could greatly increase the utility of the s paces and provide updated and more comfortable amentities for its staff and patrons. Additional revenue streams and community spaces could be created during such a project as well.

.22k.
15 J
E
: s h

0.T. 1
I
-_
/
d
12/09/2025
C11
68 of 200
E. CODE, SAFETY, AND MAINENANCE ISSUES
27 Wave Waterpark Needs Assessment

- ‘s
y 2
ll hh w*.

AlufoCLWE9AC+
7T w*f"E
AT
2 w’l i
l ■
"T

1. st I >
va
-
"s £
EA+‘Ayy
a " I
—s ‘ng 1
t acer-
5' “aeslr Eselo
I o).I "
(IASI
All s
----
I
-
atn.4
Sec s
...
ps
M
s N
fa
12/09/2025
C11
69 of 200
28 Wave Waterpark Needs Assessment
F. RECOMMENDED PHASE 1

F. RECCOMENDED PHASE 1

The scope of work listed below needs to be addressed in the near future to provide a safe, consistent, and code compliant experience for users. This scope of work is recommended to take place during the winter down months of 2024-2025. While it would be possible to split the scope of work over multiple projects, doing the complete recommended work at one time would cost less and result in less downtown for the facility.

ITEM DESCRIPTION QTY UNIT UNIT PRICE EXTENSIONS

1.0 RECOMMENDED PHASE 1 CONSTRUCTION COSTS

1.1 Site Preparation/Mobilization/Demolition 1 Allowance 250,000.00$ 250,000.00$

1.2 Competition Pool Remove & Replace Plaster & Tile 6,975 Sq. Ft. 52.00$ 362,700.00$

1.4 Competition Pool Inlet, Rail Goods, Fittings, Main Drains 1 LS 37,300.00$ 37,300.00$

1.5 Activity Pool Remove & Replace Plaster & Tile 8,444 Sq. Ft. 52.00$ 439,088.00$

1.7 Activity Pool Inlet Replacement, Rail Goods, Fittings, etc. 1 LS 61,912.00$ 61,912.00$

1.8 Remove and Replace Lower Deck / Drainage 25,000 Sq. Ft. 50.00 $ 1,250,000.00$

1.9 New Gutter Access Covers 1 LS 12,000.00$ 12,000.00$

1.10 New Racing Platform Anchors & Blocks 8 Each 5,500.00 $ 44,000.00$

1.11 New Stancion Sockets 1 LS 12,000.00$ 12,000.00$

1.12 New Anchor Sockets for Grab Rails 1 LS 15,000.00$ 15,000.00$

1.13 New Disabled Lift Anchors 2 Each 260.00 $ 520.00$

1.14 New Lane Line Anchors 24 Each 75.00$ 1,800.00$

1.15 New In-Deck Signage 1 LS 20,000.00$ 20,000.00$

1.16 TOTAL CONSTRUCTION COSTS 2,506,320.00$

2.0 SOFT COSTS

2.1 Design Contingency 8% 200,505.60$

2.2 General Contractor Mark-up/Overhead 12% 300,758.40$

2.3 Construction Contingency Costs 10% 250,632.00$

2.4 Escalation (Annual rate) 5% 125,316.00$

2.5 TOTAL SOFT COSTS 877,212.00$

3.0 TOTAL ESTIMATED PROJECT COST 3,383,532.00$

4.0 SLIDE RELATED ITEMS

4.1 Repaint Slide Supports and Piping 1 Allowance 40,000.00$ 40,000.00$

4.2 Misellaneous Structural Repairs 1 Allowance 20,000.00$ 20,000.00$

4.3 Remove and Replace Booster Pump, Pad, add Drains 1 Allowance 30,000.00 $ 30,000.00$

4.4 Gelcoat All Four Slides 1 Allowance 200,000.00$ 200,000.00$ 12/09/2025
C11
70 of 200
29 Wave Waterpark Needs Assessment
G. SUMMARY

G. SUMMARY

The Wave Waterpark has served the needs of Vista well for the last 30 years. Like all public waterparks will eventually face, it has reached a point where a significant capital investment will be required to continue operations in coming years. In June of 2024 a public workshop was held related to this report and the future of the Wave. During this workshop initial findings were reported as well as providing more insight into the lack of water space in North County and providing an overview into the types of amenities and layouts at modern aquatic centers. The initial feedback from the public was supportive of the Wave and there appears to be a strong desire to revitalize this crucial resource.

Once more analysis of needs, demand, and market conditions is complete, options to remove and replace components will be undertaken. Until then, this report can help serve the City as it enters the offseason so that the Wave can reopen and have a nother successful 2025 summer season.

Sincerely,

AQUATIC DESIGN GROUP, INC.

12/09/2025
C11
71 of 200

PAGE 13 OF 10

APPENDIX C

CITY STAFF INTERNAL NEEDS ASSESSMENT - PRIORITY LIST
12/09/2025
C11
72 of 200
Item Description Priority Phase Notes
A.1 Replace / resurface pool deck panels High Phase 1 Include signage, and cantilevered gutter tops A.2 Crack (rebar stains) repair, replace plaster inside pool High Phase 1 A.3 Replace slot drains, and steel area drain lids. High Phase 1 B.7 Replace / resurface lower deck panels High Phase 1
C.1 Replace cracked step at slide pool High Phase 1 Replace maintenance lid C.2 Replace concrete at both corners of pool High Phase 1 Exposed rebar C.3 Gelcoat slides High Phase 1
C.4 Inspect and replace slide sections with exterior cracks visible High Phase 1 B.2 Replace foam base of Flow Rider High Phase 2
E.1 Replace gas heater equipment for Competition Pool Low Phase 2 E.3 Upgrading Chlorine Tank Low Phase 2
A.7 Install bonding/grounding for lights and railing around/in pool Medium Phase 2 B.1 Replace steps at entry to upper deck Medium Phase 2 B.3 Alter design to reduce turbulence at back of rider Medium Phase 2 B.5 Replace cracks along top of ledge near slide entrance Medium Phase 2 B.6 Repair concrete cracks and railing at edges of upper deck. Medium Phase 2 C.9 Replace booster pump maintenance pad, add drainage Medium Phase 2 Inspect after crack is fixed on booster intake Key Location
A Competition Pool Area
B Wave Rider / Lazy River
C Slide Pool and Tower
D Surf Spot
E Equipment Room
F Locker Room
G Office area
Phase Construction Year
1 September 2025 - May, 2026
2 September 2026 - May, 2027

CITY STAFF INTERNAL NEEDS ASSESSMENT - PRIORITY LIST
AUGUST, 2025
12/09/2025
C11
73 of 200

00051960 4 Exhibit B

EXHIBIT B
CONTRACTOR’S PROPOSAL

12/09/2025
C11
74 of 200
DAHLIN ARCHITECTURE | PLANNING | INTERIORS DAHLIN ARCHITECTURE | PLANNING | INTERIORS

QUALIFICATIONS FOR

AS-NEEDED SERVICES

THE WAVE WATERPARK

REHABILITATION PROJECT
City of Vista
October 8, 2025
12/09/2025
C11
75 of 200
October 8, 2025
City of Vista Engineering Department
200 Civic Center Drive
Vista, CA 92084
RFQ - As-Needed Services for Wave Waterpark Rehabilitation Project (CIP 8398) Dear Selection Committee:

DAHLIN is pleased to submit our qualifications for as-needed professional engineering, aquatic design, and construction support services for the Wave Waterpark rehabilitation project. With over three decades of specialized experience in aquatic facility design and municipal projects, we bring the technical expertise and proven track record essential for successfully extending the serviceable life of this vital community asset.

Why DAHLIN is the Right Choice:

Our team combines deep aquatic design expertise with comprehensive understanding of public project requirements. We have successfully delivered similar waterpark rehabilitation projects, including the Tracy Aquatic Center, Heather Farm Aquatic Center, and Hayward Plunge Aquatic Center renovations. On the new construction side, we designed the award-winning Emerald Glen Recreation & Aquatic Complex (“The Wave”) in Dublin, a boardwalk-styled swimming facility featuring competition pools, waterpark, and water playground. Our local Vista experience includes The Grove, an 81-unit senior affordable housing project, demonstrating our familiarity with local codes and community expectations. This experience positions us to address the complex challenges identified in the Wave Waterpark Needs Assessment Study complemented by an understanding of the City of Vista’s processes.

Our Commitment to Vista:

We understand the importance of the Wave Waterpark to the Vista community and the urgency of rehabilitation needs. Our as-needed service approach ensures rapid response times and flexible project delivery throughout the four-year contract term. With a dedicated team from our San Diego office with some living in the City of Vista, we provide local presence and immediate availability for onsite coordination meetings and responsive project delivery. We are fully prepared to work within the $200,000 contract ceiling while maximizing value for every dollar invested.

We can meet all insurance requirements and are prepared to execute the Standard Consulting Agreement as written. Our project team will remain committed throughout the contract duration, with City-approved substitutions only when necessary.

We appreciate the opportunity to support Vista’s investment in this important community facility and look forward to helping extend the Wave Waterpark’s life to 2035 and beyond.

Regards,
Gregor Markel
Managing Principal
[email protected]
925-699-9210
501 West Broadway, Suite 1080
San Diego, CA 92101
O: WWW.DAHLINGROUP .COM+1-858-350-0544
12/09/2025
C11
76 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT DAHLIN is a diverse architecture,
planning and interiors firm working with
clients across a diversified portfolio
of residential, commercial, and public
work.
is evident in all we do, from designing
community swim centers and
recreation facilities to reimagining
aquatic environments that extend the
life of public assets and enrich the
communities they serve. Our work
emphasizes creating environments that
deliver long-term value, foster public
wellness, and reflect local character.

With over 45 years of experience and
170 professionals across 10 offices,
including a strong Southern California
presence, DAHLIN provides integrated
architecture, planning, and interiors for
public agencies across the Western U.S.

Our portfolio includes aquatic centers,
community recreation facilities, and
waterparks where we have led program
development, conceptual design,
and project management through
construction.

Rooted in a People First ethos, we
design environments that foster equity,
wellness, and belonging. Our aquatics
expertise, spanning natatoriums, swim
centers, recreation pools, and water
play environments, positions us to
bring innovative, cost-conscious, and
community-centered solutions to The
Wave Waterpark rehabilitation.

PASSION
FOR
PLACE
®

COMPANY INFORMATION
Our Firm
Identification of Responder:

DAHLIN Architecture | Planning |
Interiors
Legal Name and Address:

Dahlin Group, Inc., 505 Broadway,
Suite 1080 San Diego, CA 92101
(California Corporation)
Years in Business: 49
Years Established in San Diego: 35
DIR #: 1000055171
# Employees (firm-wide): 174
# Employees (San Diego Office): 37
Secretary of State Entity Number:

C0833003
Primary Contact:

Daniel Berghauser
[email protected]
949-250-5780 direct

WASHINGTON COMMUNITY SWIM CENTER

SUNNYVALE, CA
JOHN J. KENNEDY POOL

PASADENA, CA

THE WAVE AT EMERALD GLEN

DUBLIN, CA
1 12/09/2025
C11
77 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT

PRINCIPAL-IN-CHARGE

GREGOR MARKEL
DAHLIN

DAILY CONTACT

PROJECT MANAGER

DANIEL BERGHAUSER

CITY OF VISTA

SUBCONSULTANT TEAM

AQUATICS

AQUATIC DESIGN GROUP
OFFICE: CARLSBAD
DIR #: 1000054878
SECRETARY OF STATE ENTITY #: 1563759

STRUCTURAL
WISEMAN + ROHY STRUCTURAL
OFFICE: SAN DIEGO
DIR #: 1000757109
SECRETARY OF STATE ENTITY #: 0849685

PROJECT TEAM AND ORGANIZATION CHART
CIVIL
KIER + WRIGHT
OFFICE: ESCONDIDO
DIR #: 1000005105
SECRETARY OF STATE ENTITY #: 0648505
MEP
SALAS O’BRIEN
OFFICE: VISTA
DIR #: 1000403798
SECRETARY OF STATE ENTITY #: 0962517

LANDSCAPE

VERDE DESIGN GROUP
OFFICE: ENCINITAS
DIR #: 1000966047
SECRETARY OF STATE ENTITY #: 1944574

COST ESTIMATOR

CUMMING GROUP
OFFICE: SAN DIEGO
DIR #: 1000038377
SECRETARY OF STATE ENTITY #: 325925226

HAZARDOUS TESTING

OMEGA ENVIRONMENTAL
OFFICE: OCEANSIDE
DIR #: 1000035280
SECRETARY OF STATE ENTITY #: 3489565

YOUR TEAM FOR THE CITY OF
VISTA
DAHLIN will manage this contract from
our San Diego office, ensuring close
coordination and availability for site
visits and construction support. We’ve
assembled a highly experienced team
with a strong track record delivering
community-focused projects for
public agencies across California.

Gregor Markel will serve as
Principal-in-Charge, providing
leadership and oversight from
concept through construction.

Daniel Berghauser will be the
Project Manager and your primary
point of contact, coordinating day-
to-day progress and stakeholder
communication. Daniel brings
extensive aquatic facility experience
with municipal clients throughout
the Southern California area.

Authorized Signatories: Gregor Markel

SUBCONSULTANTS & ROLES
Our trusted consultants bring deep
municipal expertise and have successfully
collaborated with DAHLIN on numerous
successful aquatic projects.

GEOTECHNICAL
GEOCON
OFFICE: SAN DIEGO
DIR #: 1000007083
SECRETARY OF STATE ENTITY #: 0634977
2 12/09/2025
C11
78 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT Architecture is the integration of technology, structure, art and sculpture. With over 30 years of professional experience, Gregor Markel has perfected his craft working with clients and contractors to help shape places we live, work, shop, recreate, care, protect and worship. His diverse background of architectural experience allows him to lead project teams undertaking a wide variety of types and styles of architectural projects. “Our project approach is to craft a unique solution for each client, one that should be functional, creative, environmentally sound, and will meet the client’s timeline and budget expectations.”
Gregor has been a leader in technology implementation throughout his career, leading multiple firms in the development and implementation of CAD technologies for architectural production, to assisting in the implementation of BIM to better integrate project disciplines within the architectural envelope from concept design all the way through construction. “This integrated design approach to the design and construction of architecture allows us to be better at our craft, and to craft better for our clients.”

EDUCATION
BA + BS, ARCHITECTURE,

ASHINGTON STATE UNIVERSITY

REGISTRATIONS

LICENSED ARCHITECT IN CA, CO, NV, TX, WA

LEED ACCREDITED PROFESSIONAL

AFFILIATIONS

AMERICAN INSTITUTE OF ARCHITECTS (AIA)

NATIONAL COUNCIL OF ARCHITECTURAL

REGISTRATION BOARDS (NCARB)

GREGOR MARKEL AIA, LEED AP
Managing Principal
CIVIC + CULTURE
Mark Gallo Fitness Center
Modesto, California
Central Catholic High School
Smith Park Pool & Aquatic Center Renovation
San Gabriel, California
City of San Gabriel
Weingart Senior Center Renovation
Lakewood, California
City of Lakewood
Palm Park Aquatic Center Renovation
Whittier, California
City of Whittier
Mountain View Community Center Renovation
Mountain View, California, USA
City of Mountain View
CIVIC + CULTURE
Bridgeyard Building Feasibility Study
Oakland, California, USA
East Bay Regional Parks District
Lone Tree Golf and Events Center
Antioch, California, USA
City of Antioch
Pleasant Hill Community Center
Pleasant Hill, California, USA
Pleasant Hill Rec & Park District
Shannon Community Center
Dublin, California, USA
City of Dublin
Mabury Corp Yard Restroom Remodel
San Jose, California, USA
City of San Jose
CIVIC + CULTURE
Emerald Glen Aquatics Center
Dublin, California
City of Dublin
John J. Kennedy Pool
Pasadena, California
City of Pasadena
Smith Park Community & Aquatics Center
Renovation
Pico Rivera, California
City of Pico Rivera
Washington Community Swim Center
Sunnyvale, California
City of Sunnyvale
Palms Park Community Center Renovation
Lakewood, California
City of Lakewood

PRINCIPAL-IN-CHARGE
12/09/2025
C11
79 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT Daniel Berghauser brings over a decade of experience in planning, design, and construction across diverse project types, including civic, residential, commercial, education, hospitality, and aviation. He has led projects of varying scales through all phases by balancing stakeholder input, schedules, and budgets while aligning with ownership goals.

Daniel is skilled at coordinating complex teams of architects, consultants, and contractors to deliver high-performing, user-focused environments. His strength lies in using BIM-driven design to solve problems collaboratively and creatively.

A strong communicator and experienced facilitator, Daniel helps integrate community and client input into the design process by ensuring public engagement informs architecture. He prioritizes trust, transparency, and client satisfaction throughout every project.

EDUCATION
B. ARCH, UNIVERSITY OF ARIZONA,

MINOR IN BUSINESS ADMINISTRATION

AFFILIATIONS

LICENSED ARCHITECT IN CA & AZ

AMERICAN INSTITUTE OF ARCHITECTS (AIA)

CERTIFIED NATIONAL COUNCIL OF

ARCHITECTURAL REGISTRATION BOARDS

ARCHITECT (NCARB)

DANIEL BERGHAUSER
Senior Associate / Senior Architect

HEADSHOT
CIVIC + CULTURE
John J Kennedy Pool
Pasadena, California
City of Pasadena
Smith Park Community & Aquatics
Center Renovation
Pico Rivera, California
City of Pico Rivera
Palms Park Community Center Renovation
Lakewood, California
City of Lakewood
Youth Center Renovation
Pico Rivera, California
City of Pico Rivera
Yucca Valley Aquatic & Recreation Center
Yucca Valley, California
Town of Yucca Valley

CIVIC + CULTURE
Weingart Senior Center Renovation
Lakewood, California
City of Lakewood
Palm Park Aquatic Center Renovation
Whittier, California
City of Whittier
Lakewood Corner Lot Park Development
Lakewood, California
City of Lakewood
Duarte Fitness & Aquatic Center Renovation
Duarte, California
City of Duarte
Duarte City Hall Exterior Remodel
Duarte, California
City of Duarte
CIVIC + CULTURE
Smith Park Pool & Aquatic Center Renovation
San Gabriel, California
City of San Gabriel
Arroyo Seco Golf Course Comprehensive Plan
South Pasadena, California
City of South Pasadena
Walnut Gym & Teen Center Renovation
Walnut, California
City of Walnut
Lakewood City Hall Renovation
Lakewood, California
City of Lakewood
Robertson Ranch Community Park
Carlsbad, California
City of Carlsbad

PROJECT MANAGER
12/09/2025
C11
80 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT Year of Completion: 2016
Construction Budget: $33,000,000
Contract Fee: $3,100,000
Scope of Services: Natatorium Recreation Facility, Competition Swim, and Concessions
Designed as a boardwalk-styled swimming facility and entertainment complex, the Emerald Glen Recreation and aquatic complex completes the 48-acre Emerald Glen Park. Anchored by an indoor pool for year-round exercise and recreation, the complex features a deep water competition pool, waterpark and playground, outdoor amphitheater for performing arts and summer concerts, concessions, and a number of other water-themed amenities and entertainment facilities.

EMERALD GLEN RECREATION & AQUATIC COMPLEX
Dublin, California
City Of Dublin | (925) 833-6630

PROJECT EXPERIENCE

LEED GOLD CERTIFIED
2018 AMERICAN PUBLIC WORKS ASSOCIATION PUBLIC WORKS PROJECT AWARD 2018 GOLD NUGGET MERIT AWARD, BEST RECREATIONAL USE FACILITY 2017 CALIFORNIA PARK & RECREATION SOCIETY AWARD OF EXCELLENCE, FACILITY DESIGN 3 12/09/2025
C11
81 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT Scope of Services: Aquatic
Center Revisioning and
Rehabilitation
Year of Completion: 2024
Construction Budget:
$4,271,806
Contract Fee: $413,680
The John J. Kennedy Pool and Pool Building
provides recreational opportunities in a
disadvantaged community, fostering healthy
lifestyles for all ages. Through community
engagement, the 4,141-square-foot pool
and renovated pool house accommodates
year-round programming including swim
lessons, water aerobics, and youth activities.

The building was reconfigured for ADA
compliance with gender-neutral restrooms
and accessible pool access. The new pool
features zero-depth entry, four 25-meter
lanes, pool mechanical building, and
updated finishes inspiring community pride.

JOHN J. KENNEDY POOL
Pasadena, California
City of P
asadena | (626) 744-7345
Scope of Services: Aquatic
Facility Planning, Design, and
Replacement
Year of Completion: Bidding
Construction Budget:
$29,000,000
Contract Fee: $2,400,000
DAHLIN has developed a community
recreation space for fitness and relaxation,
conveniently situated next to one of the
expansive pools within the new 3Roots
community, comprising both affordable
housing and market-rate residences.

This facility boasts two outdoor gathering
and dining areas, a spacious indoor
social venue, and a two-story wellness
and fitness area managed by FIT .

SMITH PARK COMMUNITY & AQUATIC CENTER
Pico Rivera, California
City of Pico Rivera | (562) 801-4430

PROJECT EXPERIENCE
2024 STATE AWARDS, EXCELLENCE
IN DESIGN – FACILITY , WINNER
2024 GOLD NUGGET AWARDS,

BEST RECREATIONAL USE FACILITY -

PUBLIC/MUNICIPAL, MAY BE ON THE

BOARDS, MERIT
4 12/09/2025
C11
82 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT

PROJECT EXPERIENCE

OUR EXPERIENCE
Over the past five years, our team
has successfully delivered numerous
southern California full-service
municipal aquatic facilities, guiding
projects seamlessly from initial concept
through design, construction, and
ribbon cutting. These projects have
included a wide range of aquatic
amenities: competition pools, recreation
pools, water play features, and
support facilities, tailored to meet the
recreational and wellness needs of
diverse communities. A hallmark of our
approach is our ability to integrate the

EXCEPTIONS TO RFQ
DAHLIN takes exception to and
requests the following revisions to the
Sample Agreement:

Article 19.0 Duty of Indemnification:

DAHLIN requests for the
Indemnification Clause to match Cal
Civil Code 2782.8 as it relates to
Design Professional services and design
professional shall reimburse City for
its proportionate percentage of fault as
adjudicated by a court of law.
many specialty disciplines required for
aquatic facility design under a unified
team structure. W
e collaborate closely
with engineers, aquatic specialists,
landscape architects, and cost
consultants while serving as the client’s
single point of contact, ensuring clear
communication, efficient coordination,
and accountability throughout the
project. This collaborative model has
resulted in successful, on-time, and on-
budget project delivery while providing
cities with aquatic centers that open to
serve as vital community assets.

ROBERTSON RANCH

COMMUNITY PARK

CARLSBAD, CALIFORNIA

CITY OF CARLSBAD

DUARTE FITNESS

CENTER RENOVATION

DUARTE, CALIFORNIA

CITY OF DUARTE

WHITTIER POOL LOCKER

ROOM RENOVATION

WHITTIER, CALIFORNIA

CITY OF WHITTIER

YUCCA VALLEY AQUATIC &

RECREATION CENTER

YUCCA VALLEY, CALIFORNIA

TOWN OF YUCCA VALLEY

SAN GABRIEL AQUATICS

FEASIBILITY STUDY

SAN GABRIEL, CALIFORNIA

CITY OF SAN GABRIEL

WASHINGTON COMMUNITY

SWIM CENTER

SUNNYVALE, CALIFORNIA

CITY OF SUNNYVALE
5 12/09/2025
C11
83 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT DAHLIN understands the complexities
associated with designing and delivering
aquatic rehabilitation projects and is
committed to helping the City of Vista
achieve its objectives efficiently and
effectively.

UNDERSTANDING THE WAVE WATERPARK’S CRITICAL

REHABILITATION NEEDS
The Wave Waterpark represents a significant community asset that has served Vista residents for over 30 years. DAHLIN recognizes that this project is more than infrastructure rehabilitation, it’s about preserving a vital community resource that promotes health, recreation, and social connection for residents of all ages and abilities.

Key Technical Challenges from the Needs Assessment Study:
•
P
ool Deck Rehabilitation: 25,000 square feet of deteriorated deck with safety hazards from rusted drain covers requiring $1.25 million replacement •
P
ool Finishes: Lap pool ($400,000) and activity pool ($500,000) showing rust spots, delamination, and rough surfaces causing patron injuries •
W
aterslide Systems: Critical needs including gel-coating, structural repairs, and booster pump replacement to extend facility life to 2035 •
Code Compliance: Bringing grandfathered conditions into compliance with current California Building Code Chapter 31B and ADA requirements Our Integrated Approach
Communication is at the hear
t of our process in working with your team. We aim to
ensure clear expectations, facilitated by our Project Manager as a liaison between the City and consultant team. A project schedule will facilitate the phasing and timing of construction during offseason schedule to ensure no impact to facilities operations.

Budget-Conscious Value Engineering
We believe that “budget is a process, not a product,” requiring constant review and proactive check-ins to keep the design aligned with financial constraints at every phase. Real-time cost analysis ensures the $200,000 contract ceiling is maximized effectively while developing phased implementation strategies that maintain facility operations during rehabilitation.

PROJECT UNDERSTANDING
6 12/09/2025
C11
84 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT

PROJECT METHODOLOGY
Pre-Design &
Project Initiation
Programming &
Conceptual Design
Remodel success often depends on
uncovering hidden factors. We review
site info, past studies, and current
ideas to clarify the vision and align
goals, schedule, budget, and priorities.
+
By actively listening and understanding
your values, we guide programming
that aligns with your goals. Conceptual
designs explore solutions that serve
your community and operations.

Projects through
on-call services
can vary greatly in
size and scope.

Regardless, our
charge is to take
these additional
projects off your
plate. We pride
ourselves on our
personalized and
detailed project
management that
keeps projects
on time and on
budget.
• Kick off meeting with whole
project team to establish project
goals: budget, scope, schedule,
deliverables, and stakeholders
•
R
eview existing information,
site topography, and
past design efforts
•
Existing facility assessments
•
3D photogrammetr
y scanning
of existing facilities for as-
built documentation
•
P
rovide assessment report
outlining recommendations
for project scope of work
•
Maintain active communication
with City staff
• Meet with stak eholders to
define goals and needs
•
Understand the “
Whys”
•
Determine priorities
•
Craf
t conceptual master
plans and designs based on
stakeholder and staff feedback
•
F
acilitate community engagement
or updates if required
•
P
resentations to Committees, City
Council, and Public Meetings
•
Cost modeling to ensure
tracking target project budget

PLANNING & CONCEPT
7 12/09/2025
C11
85 of 200

QUALIFICATIONS FOR AS-NEEDED SERVICES THE WAVE WATERPARK REHABILITATION PROJECT Design Development &
Construction Documents
Construction
Support Services
We set project schedules early
to establish clear milestones
and ensure smooth coordination.

Accurate construction documents
help secure competitive bids
and reduce construction costs.

An experienced field team is key to
reducing change orders and delays.

DAHLIN provides Construction
Administration for all municipal
projects, ensuring fast RFIs, thorough
reviews, and proactive solutions.
• R eoccurring team coordination
meetings for design review
and client direction
•
Develop bidding documents
and technical specifications
•
AHJ review and approvals
•
Design ‘P
age Turn Review’
with stakeholders
•
Cost modeling updates
• Experienced construction
leadership for smoother
project deliver
y
•
Onsite punchwalk to
ensure conformance to
the design documents
Schematic Design &
Modeling
After programming, we work with
staff to refine spaces and define the
building, using 3D models, renderings,
and VR to visualize options, build
excitement, and drive quick decisions.
•
R
eoccurring team coordination
meetings for design review
and client direction
•
Design documentation
and scope definition
•
Design ‘P
age Turn Reviews’
with stakeholders
•
Cost modeling updates

DOCUMENTATION & CONSTRUCTION

PROJECT METHODOLOGY
8 12/09/2025
C11
86 of 200
DAHLINGROUP.COM
12/09/2025
C11
87 of 200
DAHLIN ARCHITECTURE | PLANNING | INTERIORS DAHLIN ARCHITECTURE | PLANNING | INTERIORS

QUALIFICATIONS FOR

AS-NEEDED SERVICES

THE WAVE WATERPARK

REHABILITATION PROJECT
(Rate schedule)
City of Vista
October 8, 2025
12/09/2025
C11
88 of 200
2 RATE SCHEDULE
2025

BASIC HOURLY

RATE SCHEDULE
PRESIDENT/CEO, SENIOR VICE PRESIDENT , FOUNDER, CFO, CMO, CPO $ $275 - $300

PRINCIPAL, DIRECTOR, MANAGING PRINCIPAL, MANAGING DIRECTOR, SENIOR PRINCIPAL,

SENIOR DIRECTOR
$210 - $270
SENIOR - ARCHITECT , PROJECT MANAGER, PROJECT SPECIALIST , DESIGNER, PLANNER $190 - $200

ARCHITECT , PROJECT MANAGER, PROJECT SPECIALIST , PROJECT DESIGNER, DESIGN

MANAGER
$170 - $180
JOB CAPTAIN, INTERIOR DESIGNER, BIM SPECIALIST , DESIGNER, PLANNER $130 - $160 DESIGNER/DRAFTER $100 - $120
ADMINISTRATION $85 - $125
RATES EFFECTIVE THROUGH DECEMBER 31, 2025 AND MAY BE ADJUSTED ANNUALLY 12/09/2025
C11
89 of 200
3 2025 HOURLY RATES

1. Principal………………………………………………... $245.00 Per Hour

2. Project Architect / Engineer…….….……………....... $225.00 Per Hour

3. Project Manager……………...….…………………… $205.00 Per Hour

4. Designer…………….…………..……………….......... $165.00 Per Hour

5. Administration…………………………………………. $110.00 Per Hour

12/09/2025
C11
90 of 200
4 Kier + Wright Hourly Rates | Southern - CONFIDENTIAL - www.kierwright.com

HOURLY RATE SCHEDULE
)ûûäÎƊěƲä8äÅŲƙ°ŲƺƕĈ× ƕǆƕā ƊėŲńƙČė8äÅŲƙ°Ųƺƕì×ƕǆƕƄ
Principal ...................................................................................................................... ...................................................................................... $ 325.00 / Hour Development Services Manager................................................................................................... .................................................$ 305.00 / Hour Associate...................................................................................................................... .................................................................................... $ 275.00 / Hour Structural Engineering Manager ....................................................................................................................................................$ 260.00 / Hour Technical Manager (SME) / Senior Engineering Manager............................................................................. .............$ 260.00 / Hour Senior Engineer................................................................................................................ ...........................................................................$ 249.00 / Hour Engineer III ...................................................................................................................................................................................................... $ 228.00 / Hour Engineer II........................................................................................................................................................................................................ $ 198.00 / Hour Engineer I......................................................................................................................................................................................................... $ 160.00 / Hour Engineering Tech III .................................................................................................................................................................................$ 208.00 / Hour Engineering Tech II................................................................................................................................................................................... $ 189.00 / Hour Engineering Tech I.....................................................................................................................................................................................$ 153.00 / Hour Project Coordinator III........................................................................................................ ......................................................................$ 150.00 / Hour Project Coordinator II ......................................................................................................... ......................................................................$ 137.00 / Hour Project Coordinator I.......................................................................................................... .......................................................................$ 129.00 / Hour Senior Land Surveyor ........................................................................................................... .................................................................. $ 255.00 / Hour Senior Survey Construction Manager............................................................................................. ............................................ $ 255.00 / Hour Survey Operations Coordinator.................................................................................................. ......................................................$ 218.00 / Hour Project Surveyor III........................................................................................................... ......................................................................... $ 228.00 / Hour Project Surveyor II ......................................................................................................................................................................................$ 185.00 / Hour Project Surveyor I .......................................................................................................................................................................................$ 158.00 / Hour Draftsman / Survey Tech III................................................................................................................................................................$ 178.00 / Hour Draftsman / Survey Tech II ..................................................................................................... ............................................................$ 152.00 / Hour Draftsman / Survey Tech I ..................................................................................................................................................................$ 132.00 / Hour 3D Laser Scanning Crew ......................................................................................................... ............................................................. $ 444.00 / Hour 3-Man Survey Crew.............................................................................................................. ....................................................................$ 360.00 / Hour 3-Man Crew OT ................................................................................................................... ........................................................................ $ 537.00 / Hour 3-Man Crew DT ................................................................................................................... ........................................................................$ 592.00 / Hour 2-Man Survey Crew............................................................................................................................... ...................................................$ 286.00 / Hour 2-Man Crew OT ................................................................................................................... ......................................................................... $ 411.00 / Hour 2-Man Crew DT ................................................................................................................... ........................................................................$ 450.00 / Hour 1-Man Survey Crew .............................................................................................................. .................................................................... $ 180.00 / Hour 1-Man Crew OT................................................................................................................... .........................................................................$ 246.00 / Hour 1-Man Crew DT................................................................................................................... .........................................................................$ 266.00 / Hour 1-Man Hrly Rate (Travel) ....................................................................................................... .................................................................$ 125.00 / Hour 2-Man Hrly Rate (Travel)....................................................................................................... ................................................................$ 205.00 / Hour Engineering / Survey Intern .............................................................................................................................................................. $ 109.00 / Hour Testimony (Trial or Deposition)........................................................................................................................................................$ 589.00 / Hour All blueprinting and reproduction will be billed at cost plus 10%.

Time spent for preparation for testimony will be billed in accordance with the above hourly rates. 12/09/2025
C11
91 of 200
5 Rate Schedule
LABOR CATEGORY RATES 2025
Principal $300
Sr. Vice President $290
Vice President / Associate Vice President / Director $265 Professional Engineer $220
Design Engineer / Project Engineer $210
Construction Project Manager $215
Drafting Manager (CADD) $195
Staff Engineer $180
Field T echnician / Program Specialist / Coordinator / Drafter (CAD) $155 Program / Project Assistant $120
Salas O’Brien
12/09/2025
C11
92 of 200
6 9915 MIRA MESA BLVD., SUITE 200 – SAN DIEGO, CA 921 31 • TEL 858 536 5166 • WWW.WRENGINEERS.COM

WISEMAN + ROHY Structural Engineers

SCHEDULE OF CHARGES

JANUARY 1, 2025 TO DECEMBER 31, 2025

Principal Engineer 280/hour
Managing Senior Engineer 260/hour

Project Engineer V 240/hour
Project Engineer IV 214/hour
Project Engineer III 194/hour
Project Engineer II 176/hour
Project Engineer I 157/hour

Managing Sr. Drafter 152/hour
Project Drafter II 144/hour
Project Drafter I 136/hour

Administrative/Clerical 85/hour

12/09/2025
C11
93 of 200
7 Verde Design Group Landscape Architects | City of Vista | RFQ As-Needed Professional Engineering, Aquatic Design and Construction | Oct. 8, 2025 2025/28 HOURLY RATES2025/28 HOURLY RATES
2025/28 HOURLY RATES
Landscape Architect bills at the following hourly rates in increments of one quarter hour:

REIMBURSABLE EXPENSES
The following reimbursable expenses will be invoiced to the Client at cost plus 10%:
• Costs for photographic, plotting, dry mounting, scanning, and delivery services. • Express mailing, delivery, and/or shipping costs.
• Testing and analysis of soil for horticultural purposes. • Additional consultants or additional consultant services as authorized by Client.

DESIGN METHOD
All rates listed above are fully burdened and valid for October 31, 2025 to October 31, 2028 Partner
Sr. Project Landscape Architect
Project Landscape Architect
Assistant Project Landscape Architect
Production
Secretarial
$205.00/hr
$160.00/hr
$140.00/hr
$130.00/hr
$105.00/hr
$95.00/hr
12/09/2025
C11
94 of 200
8 cumming-group.com
2025 HOURLY RATES

COST MANAGEMENT

DISCIPLINE HOURLY RATE
Executive / Senior Vice President $ 465 Managing Principal / Vice President $ 385 Managing Director / Director / Regional Director $ 335 Associate Director $ 260
Senior Cost Manager $ 225
Cost Manager $ 200
Assistant Cost Manager / Estimating Technician / Intern $ 140

One year after the effective date of the Agreement, and annually thereafter, rates will increase by the greater of (i) the change in percentage during the prior twelve (12) month period in the Consumer Price Index for Urban Wage Earners and Clerical Workers (CPI-W), or (ii) five percent (5%)

12/09/2025
C11
95 of 200
9 Omega Environmental Services, Inc. 949-252-2145 Phone 1133 Camelback Street, Ste. 7261 949-252-2148 Fax
Newport Beach, California 92658 Federal ID #: 45-4532910 Los Angeles San Diego San Francisco Seattle Denver Las Vegas Phoenix Raleigh Fee Schedule 2025
Personnel
Description Hourly Rate ($)
Principal 285.00
Principal Scientist (Ph.D., MPH)/Toxicologist 335.00
Certified Industrial Hygienist (CIH) 195.00
Certified Safety Professional 185.00
Senior Project Manager 170.00
Project Manager 135.00
Senior Industrial Hygienist 110.00
Industrial Hygienist 100.00
Certified Asbestos Consultant (CAC) 130.00
Certified Lead Inspector Assessor (LRC/IA) 130.00
Certified Asbestos Site Surveillance Technician (CSST) 90.00 Certified Lead Project Monitor (LRC/PM) 90.00
Field Environmental Technician 80.00
Drafting (CADD) 70.00
Administrative Assistant 70.00
Legal Expert (Principal/Ph.D./MPH/CIH) 425.00
Sub Consultants – Based on expertise by Project Cost plus 10% Minimum Daily Rate (8-hour shift) Field Personnel (Will differ with location) 995/8-Hour Shift Notes: Overtime is based on 1.5 times the Hourly Rate
Other Expenses
Description Price ($)
Equipment rental Cost plus 10%
Travel-Automobile Mileage 0.83/mile
Travel-Project related, within 20 miles round trip from Omega Office No Charge Travel-Airline Cost plus 10%
Travel-Hotel Cost plus 10%
Travel-Per Diem – Minimum (Other - US GSA by City/ZIP publications) 66.00/day Parking & tolls Cost plus 10%
Supplies or Other miscellaneous Cost plus 10%
Reports – Hard copies 1.00/page
12/09/2025
C11
96 of 200
10 tŽƌĚWƌŽĐĞƐƐŽƌͬdĞĐŚŶŝĐĂů
ĚŝƚŽƌͬ;ͬŚƌ͘Ϳ ϵϱ Ψ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ,ĂůĨĂǇͲ^ŝŶŐůĞWĞƌƐŽŶ ϳϯϱ Ψ

ŶŐŝŶĞĞƌŝŶŐƐƐŝƐƚĂŶƚͬ>ĂďdĞĐŚŶŝĐŝĂŶ;ͬŚƌ͘Ϳ ϵϱ Ψ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ,ĂůĨĂǇͲdǁŽWĞŽƉůĞ ϭ͕ϰϳϬΨ ^ƉĞĐŝĂů/ŶƐƉĞĐƚŽƌ;ͬŚƌ͘Ϳ ϴϬ Ψ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ&ƵůůĂǇͲ^ŝŶŐůĞWĞƌƐŽŶ ϭ͕ϮϲϬΨ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ&ƵůůĂǇͲdǁŽWĞŽƉůĞ Ϯ͕ϱϮϬΨ
^ĞŝƐŵŝĐZĞŵŝ^ƚƵĚǇͲ/ŶŝƚŝĂů>ŝŶĞ ϭ͕ϲϬϬΨ
^ĞŝƐŵŝĐZĞŵŝ^ƚƵĚǇͲĚĚŝƚŝŽŶĂů>ŝŶĞƐ
ĂĐŚ ϰϬϬ Ψ
DƵůƚŝĐŚĂŶŶĞůŶĂůǇƐŝƐKĨ^ƵƌĨĂĐĞtĂǀĞƐͲ,ĂůĨĂǇ ϭ͕ϱϳϱΨ ^ƚĂĨĨ
ŶŐŝŶĞĞƌͬ'ĞŽůŽŐŝƐƚ;ͬŚƌ͘Ϳ ϭϯϬ Ψ DƵůƚŝĐŚĂŶŶĞůŶĂůǇƐŝƐKĨ^ƵƌĨĂĐĞtĂǀĞƐͲ&ƵůůĂǇ ϯ͕ϬϬϬΨ ^ĞŶŝŽƌ^ƚĂĨĨ
ŶŐŝŶĞĞƌͬ'ĞŽůŽŐŝƐƚ;ͬŚƌ͘Ϳ ϭϰϱ Ψ
ůĞĐƚƌŝĐĂůZĞƐŝƐƚŝǀŝƚǇdŽŵŽŐƌĂƉŚǇͲ,ĂůĨĂǇ ϭ͕ϳϱϬΨ
WƌŽũĞĐƚ
ŶŐŝŶĞĞƌͬ'ĞŽůŽŐŝƐƚ;ͬŚƌ͘Ϳ ϭϲϬ Ψ
ůĞĐƚƌŝĐĂůZĞƐŝƐƚŝǀŝƚǇdŽŵŽŐƌĂƉŚǇͲ&ƵůůĂǇ ϯ͕ϮϬϬΨ
^ĞŶŝŽƌWƌŽũĞĐƚ
ŶŐŝŶĞĞƌͬ'ĞŽůŽŐŝƐƚ;ͬŚƌ͘Ϳ ϭϳϱ Ψ ZĞĨƌĂĐƚŝŽŶ^ƚƵĚǇͲ,ĂůĨĂǇ ϭ͕ϴϬϬΨ ^ĞŶŝŽƌ
ŶŐŝŶĞĞƌͬ'ĞŽůŽŐŝƐƚ;ͬŚƌ͘Ϳ ϮϬϱ Ψ ZĞĨƌĂĐƚŝŽŶ^ƚƵĚǇͲ&ƵůůĂǇ ϯ͕ϰϬϬΨ ƐƐŽĐŝĂƚĞ
ŶŐŝŶĞĞƌͬ'ĞŽůŽŐŝƐƚ;ͬŚƌ͘Ϳ ϮϮϬ Ψ hŶĚĞƌŐƌŽƵŶĚ^ƚŽƌĂŐĞdĂŶŬ ǀĂůƵĂƚŝŽŶͲ,ĂůĨĂǇ ϭ͕ϴϬϬΨ
WƌŝŶĐŝƉĂů
ŶŐŝŶĞĞƌͬ'ĞŽůŽŐŝƐƚͬ>ŝƚŝŐĂƚŝŽŶ^ƵƉƉŽƌƚ ϮϮϬ Ψ hŶĚĞƌŐƌŽƵŶĚ^ƚŽƌĂŐĞdĂŶŬ ǀĂůƵĂƚŝŽŶͲ&ƵůůĂǇ ϯ͕ϰϬϬΨ
ĞƉŽƐŝƚŝŽŶŽƌŽƵƌƚƉƉĞĂƌĂŶĐĞ;ͬŚƌ͘Ϳ ϰϱϬ Ψ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ,ĂůĨĂǇͲ^ŝŶŐůĞWĞƌƐŽŶΎ ϭ͕ϭϬϬΨ ƚƚŽƌŶĞǇ&ĞĞƐ;'ĞŶĞƌĂůͿ;ͬŚƌ͘Ϳ ϰϱϬ Ψ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ,ĂůĨĂǇͲdǁŽWĞŽƉůĞΎ Ϯ͕ϬϬϬΨ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ&ƵůůĂǇͲ^ŝŶŐůĞWĞƌƐŽŶΎ ϭ͕ϴϬϬΨ ^ƵŶĚĂǇĂŶĚ,ŽůŝĚĂǇZĂƚĞсϮyZĞŐƵůĂƌ,ŽƵƌůǇZĂƚĞ hƚŝůŝƚǇ>ŽĐĂƚŝŶŐͲ&ƵůůĂǇͲdǁŽWĞŽƉůĞΎ ϯ͕ϰϬϬΨ DŝŶŝŵƵŵWƌŽĨĞƐƐŝŽŶĂů&ĞĞ;WĞƌWƌŽũĞĐƚͿ ϳϱϬ Ψ ^ĞŝƐŵŝĐZĞŵŝ^ƚƵĚǇͲ/ŶŝƚŝĂů>ŝŶĞΎ Ϯ͕ϭϬϬΨ DŝŶŝŵƵŵ&ŝĞůĚ^ĞƌǀŝĐĞƐ&ĞĞ;ƉĞƌĚĂǇͬŶŝŐŚƚͿ ϰͬϴŚƌƐ͘ ^ĞŝƐŵŝĐZĞŵŝ^ƚƵĚǇͲĚĚŝƚŝŽŶĂů>ŝŶĞƐ ĂĐŚΎ ϱϬϬ Ψ
^ŚŽƌƚͲEŽƚŝĐĞĂŶĐĞůůĂƚŝŽŶ ϰŚƌƐ͘ DƵůƚŝĐŚĂŶŶĞůŶĂůǇƐŝƐKĨ^ƵƌĨĂĐĞtĂǀĞƐͲ,ĂůĨĂǇΎ Ϯ͕ϭϬϬΨ DƵůƚŝĐŚĂŶŶĞůŶĂůǇƐŝƐKĨ^ƵƌĨĂĐĞtĂǀĞƐͲ&ƵůůĂǇΎ ϯ͕ϵϬϬΨ

ůĞĐƚƌŝĐĂůZĞƐŝƐƚŝǀŝƚǇdŽŵŽŐƌĂƉŚǇ^ƚƵĚǇͲ,ĂůĨĂǇΎ Ϯ͕ϭϬϬΨ

ůĞĐƚƌŝĐĂůZĞƐŝƐƚŝǀŝƚǇdŽŵŽŐƌĂƉŚǇ^ƚƵĚǇͲ&ƵůůĂǇΎ ϯ͕ϵϬϬΨ WĞƌƐŽŶŶĞůсZĞŐƵůĂƌ,ŽƵƌůǇZĂƚĞ ZĞĨƌĂĐƚŝŽŶ^ƚƵĚǇͲ,ĂůĨĂǇΎ Ϯ͕ϭϬϬΨ ^ƵďƐŝƐƚĞŶĐĞ;WĞƌŝĞŵͬĂǇͿ ϯϱϬ Ψ ZĞĨƌĂĐƚŝŽŶ^ƚƵĚǇͲ&ƵůůĂǇΎ ϯ͕ϵϬϬΨ hŶĚĞƌŐƌŽƵŶĚ^ƚŽƌĂŐĞdĂŶŬ
ǀĂůƵĂƚŝŽŶͲ,ĂůĨĂǇΎ Ϯ͕ϭϬϬΨ
hŶĚĞƌŐƌŽƵŶĚ^ƚŽƌĂŐĞdĂŶŬ
ǀĂůƵĂƚŝŽŶͲ&ƵůůĂǇΎ ϯ͕ϵϬϬΨ
EƵĐůĞĂƌ'ĂƵŐĞс/ŶĐůƵĚĞĚŝŶdĞĐŚŶŝĐŝĂŶZĂƚĞ Ͳ Ψ DŽďŝůŝǌĂƚŝŽŶ&ĞĞ;WĞƌϮ,ŽƵƌƐdƌĂǀĞůdŝŵĞͿ ϱϬϬ Ψ ŽƌŝŶŐDĂĐŚŝŶĞ;ĐŽŶĐƌĞƚĞ͕ĂƐƉŚĂůƚ͕ŵĂƐŽŶƌǇͿ;ͬĂǇͿ ϮϬϱ Ψ ΎWƌĞǀĂŝůŝŶŐtĂŐĞZĂƚĞƐ 'ĞŶĞƌĂƚŽƌͬŝƌŽŵƉƌĞƐƐŽƌ;ͬĂǇͿ ϭϮϭ Ψ ^ĞŝƐŵŝĐĂƚĂWƌŽĐĞƐƐŝŶŐ&ĞĞĂŶĚZĞƉŽƌƚ ϭ͕ϱϬϬΨ ƐƉŚĂůƚŽůĚWĂƚĐŚ͕ϲϬͲůď͘ƐĂĐŬ Ϯϭ Ψ
ŽŶĐƌĞƚĞ͕ϲϬͲůď͘ƐĂĐŬ Ϯϭ Ψ
sŝďƌĂƚŝŽŶDŽŶŝƚŽƌŝŶŐhŶŝƚ;ͬtĞĞŬͿ ϮϱϬ Ψ ^ŽŝůĂŶĚŐŐƌĞŐĂƚĞWƌŽƉĞƌƚŝĞƐ WŝĐŬͲhƉdƌƵĐŬ ϭϰϮ Ψ ηϮϬϬtĂƐŚ;ϭϭϰϬͬϭϭϳͿ ϳϰ Ψ

ƋƵŝƉŵĞŶƚdƌƵĐŬ ϮϮϳ Ψ tĞƚ^ŝĞǀĞŶĂůǇƐŝƐƚŽηϮϬϬ;ϰϮϮͿ ϭϮϭ Ψ

ƋƵŝƉŵĞŶƚdƌĂŝůĞƌ ϭϭϬ Ψ ,ǇĚƌŽŵĞƚĞƌŶĂůǇƐŝƐ;ϰϮϮͿ ϭϴϰ Ψ Ɖ,ͬŽŶĚƵĐƚŝǀŝƚǇͬdĞŵƉĞƌĂƚƵƌĞDĞƚĞƌ;ͬĂǇͿ ϲϴ Ψ ^ŝĞǀĞŶĂůǇƐŝƐǁŝƚŚ,ǇĚƌŽŵĞƚĞƌ;ϰϮϮͿ ϮϬϵ Ψ ƌŝǀĞͲdƵďĞ^ĂŵƉůĞƌŽƌ,ĂŶĚƵŐĞƌ ϰϳ Ψ ^ƉĞĐŝĨŝĐ'ƌĂǀŝƚǇ͕^Žŝů;ϴϱϰͿ ϴϱ Ψ ^Žŝů^ĂŵƉůĞdƵďĞ;ƌĂƐƐŽƌ^ƚĂŝŶůĞƐƐͿ ϭϯ Ψ ^ƉĞĐŝĨŝĐ'ƌĂǀŝƚǇŽĂƌƐĞŐŐƌĞŐĂƚĞ;ϭϮϳͿ ϲϮ Ψ tĂƚĞƌ>ĞǀĞů/ŶĚŝĐĂƚŽƌ ϰϳ Ψ ^ƉĞĐŝĨŝĐ'ƌĂǀŝƚǇ&ŝŶĞŐŐƌĞŐĂƚĞ;ϭϮϴͿ ϴϯ Ψ tĂƚĞƌ^ĂŵƉůŝŶŐWƵŵƉ ϴϵ Ψ DŽŝƐƚƵƌĞĞƚĞƌŵŝŶĂƚŝŽŶ͕ƚƵďĞƐĂŵƉůĞ;ϮϮϭϲͿ Ϯϱ Ψ WŚŽƚŽͲ/ŽŶŝǌĂƚŝŽŶDĞƚĞƌ ϭϰϮ Ψ DŽŝƐƚƵƌĞĞƚĞƌŵŝŶĂƚŝŽŶĂŶĚhŶŝƚtĞŝŐŚƚ;ϮϵϯϳͿ ϰϵ Ψ >ĞǀĞůWW
ͬĞĐŽŶZŝŶƐĞ
ƋƵŝƉŵĞŶƚ ϲϯ Ψ ƚƚĞƌďĞƌŐ>ŝŵŝƚƐ͗WůĂƐƚŝĐŝƚǇ/ŶĚĞǆ;ϰϯϭϴͿ ϭϴϲ Ψ ƌĂĐŬDŽŶŝƚŽƌ ϯϳ Ψ ^ĂŶĚ
ƋƵŝǀĂůĞŶƚ;ϮϰϭϵͿ ϭϮϲ Ψ
DŽŝƐƚƵƌĞŽŵĞdĞƐƚ
ƋƵŝƉŵĞŶƚ ϱϯ Ψ Ɖ,ĂŶĚZĞƐŝƐƚŝǀŝƚǇ;>ϲϰϯͿ ϭϰϳ Ψ ϱϱͲ'ĂůůŽŶƌƵŵ ϳϵ Ψ ^ƵůĨĂƚĞŽŶƚĞŶƚ;>ϰϭϳͿ ϭϬϳ Ψ KƵƚƐŝĚĞ^ĞƌǀŝĐĞƐͬ
ƋƵŝƉŵĞŶƚͬDĂƚĞƌŝĂůƐ нϭϱй ŚůŽƌŝĚĞŽŶƚĞŶƚ;>ϰϮϮͿ ϳϬ Ψ ϮϬϮϱ^ĐŚĞĚƵůĞŽĨ&ĞĞƐͲ'ĞŽƚĞĐŚŶŝĐĂůΘ
ŶǀŝƌŽŶŵĞŶƚĂů
WƌŽĨĞƐƐŝŽŶĂů^ĞƌǀŝĐĞƐ hƚŝůŝƚǇ>ŽĐĂƚŝŽŶͬ'ĞŽƉŚǇƐŝĐĂů^ĞƌǀŝĐĞƐ

ŶŐŝŶĞĞƌŝŶŐ&ŝĞůĚdĞĐŚŶŝĐŝĂŶ;/ŶĐů͘sĞŚŝĐůĞĂŶĚEƵĐůĞĂƌ'ĂƵŐĞͿ ĂŶĚEŽŶͲĞƐƚƌƵĐƚŝǀĞdĞƐƚŝŶŐ;ͬŚƌ͘Ϳ
ϭϬϬ Ψ
&

^t/>>/EZ
^
zϯйEEh>>zdd,
^dZdK&
,>
EZz
Z͕ZKhE
hWdKd,
E
Z
^dK>>Z͕&KZd,
hZd/KEK&
d,
KEdZd
^ĞŶŝŽƌ
ŶŐŝŶĞĞƌŝŶŐ&ŝĞůĚdĞĐŚŶŝĐŝĂŶ;/ŶĐů͘sĞŚŝĐůĞĂŶĚEƵĐůĞĂƌ 'ĂƵŐĞͿ;ͬŚƌ͘Ϳ
ϭϬϱ Ψ
KǀĞƌƚŝŵĞĂŶĚ^ĂƚƵƌĚĂǇZĂƚĞсϭ͘ϱyZĞŐƵůĂƌ,ŽƵƌůǇZĂƚĞ
ΎWƌĞǀĂŝůŝŶŐtĂŐĞ,ŽƵƌůǇ^ƵƌĐŚĂƌŐĞƉĞƌĂůŝĨŽƌŶŝĂ>ĂďŽƌŽĚĞ ΑϭϳϮϬ͕ĞƚƐĞƋ͘;ͬŚƌ͘Ϳ
ϱϬ Ψ
dƌĂǀĞů

ƋƵŝƉŵĞŶƚĂŶĚDĂƚĞƌŝĂůƐ
>ĂďŽƌĂƚŽƌǇdĞƐƚƐ
12/09/2025
C11
97 of 200
11 ^ŚĞĂƌ^ƚƌĞŶŐƚŚ ƐƉŚĂůƚŽŶĐƌĞƚĞ
hŶĐŽŶĨŝŶĞĚŽŵƉƌĞƐƐŝŽŶ;ϮϭϲϲͿ ϭϰϲ Ψ ĞŶƐŝƚǇ͕,ǀĞĞŵ;ϮϳϮϲͬ>ϯϬϴͿ ϭϭϬ Ψ ŝƌĞĐƚ^ŚĞĂƌ͕YƵŝĐŬ;ϯϬϴϬͿ Ϯϳϴ Ψ ^ƚĂďŝůŽŵĞƚĞƌ;ϭϱϲϬͬ>ϯϬϰͿ ϭϮϭ Ψ hŶĐŽŶƐŽůŝĚĂƚĞĚͲhŶĚƌĂŝŶĞĚdƌŝĂǆŝĂů^ŚĞĂƌͬƉƚ͘;ϮϴϱϬͿ ϭϴϭ Ψ dŚĞŽƌĞƚŝĐĂůDĂǆ͘^ƉĞĐŝĨŝĐ'ƌĂǀŝƚǇ;ϮϬϰϭͿ ϵϬ Ψ hŶĐŽŶƐŽůŝĚĂƚĞĚͲhŶĚƌĂŝŶĞĚdƌŝĂǆŝĂů^ƚĂŐĞĚ;ϮϴϱϬͿ Ϯϭϴ Ψ ^ŝĞǀĞŶĂůǇƐŝƐ ǆƚƌĂĐƚĞĚŐŐƌĞŐĂƚĞ;ϭϯϲͿ ϭϬϱ Ψ
ŽŶƐŽůŝĚĂƚĞĚͲhŶĚƌĂŝŶĞĚdƌŝĂǆŝĂů^ŚĞĂƌͬƉƚ͘;ϰϳϲϳͿ ϯϳϳ Ψ йƐƉŚĂůƚ͕/ŐŶŝƚŝŽŶDĞƚŚŽĚ;>ϯϴϮͿ ϭϮϭ Ψ ŽŶƐŽůŝĚĂƚĞĚͲhŶĚƌĂŝŶĞĚdƌŝĂǆŝĂů^ƚĂŐĞĚ;ϰϳϲϳͿ ϰϰϮ Ψ йƐƉŚĂůƚ͕EƵĐůĞĂƌ'ĂƵŐĞ;>ϯϳϵͿ ϭϮϴ Ψ ŽŶƐŽůŝĚĂƚĞĚͲƌĂŝŶĞĚdƌŝĂǆŝĂů^ŚĞĂƌͬƉƚ͘;
DϭϭϭϬͿ ϰϲϵ Ψ hŶŝƚtĞŝŐŚƚ͕ŽƌĞ;ϭϭϴϴͿ ϳϬ Ψ ŽŶƐŽůŝĚĂƚĞĚͲƌĂŝŶĞĚdƌŝĂǆŝĂů^ƚĂŐĞĚ;
DϭϭϭϬͿ ϲϲϬ Ψ
ŽŶĐƌĞƚĞ
WĞƌŵĞĂďŝůŝƚǇ͕ŽŶƐŽůŝĚĂƚŝŽŶ͕ĂŶĚ
ǆƉĂŶƐŝŽŶ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕ǇůŝŶĚĞƌƐ;ϯϵͿ ϯϬ Ψ WĞƌŵĞĂďŝůŝƚǇ͕&ůĞǆŝďůĞtĂůů;ϱϬϴϰͿ ϯϲϬ Ψ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕ǇůŝŶĚĞƌƐϲǆϭϮ;ϯϵͿ ϯϰ Ψ WĞƌŵĞĂďŝůŝƚǇ͕ZŝŐŝĚtĂůů;ϱϴϱϲͿ ϯϭϭ Ψ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕ŽŶĐƌĞƚĞŽƌĞƐ;ϰϮͿ ϰϵ Ψ ŽŶƐŽůŝĚĂƚŝŽŶ͕ƉĞƌƉŽŝŶƚ;ϮϰϯϱͿ ϲϮ Ψ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕^ŚŽƚĐƌĞƚĞŽƌĞƐ;ϰϮͿ ϳϰ Ψ

ǆƉĂŶƐŝŽŶ/ŶĚĞǆ;ϰϴϮϵͬhϮϵͲϮͿ ϭϲϰ Ψ hŶŝƚtĞŝŐŚƚ͕,ĂƌĚĞŶĞĚŽŶĐƌĞƚĞ;^dDϲϰϮͿ ϲϭ Ψ hŶŝƚtĞŝŐŚƚ͕>ŝŐŚƚǁĞŝŐŚƚŽŶĐƌĞƚĞ;^dDϱϲϳͿ ϴϮ Ψ ŽŵƉĂĐƚŝŽŶƵƌǀĞƐ &ůĞǆƵƌĂů^ƚƌĞŶŐƚŚĞĂŵ;ϳϴͬϮϵϯͿ ϴϰ Ψ ϰͲŝŶĐŚŵŽůĚ;ϭϱϱϳͿ Ϯϰϳ Ψ ^ƉůŝƚƚŝŶŐdĞŶƐŝůĞdĞƐƚ;ϰϵϲͿ ϴϮ Ψ ϲͲŝŶĐŚŵŽůĚ;ϭϱϱϳͿ Ϯϴϵ Ψ DŝǆĞƐŝŐŶZĞǀŝĞǁ Ϯϰϯ Ψ ĂůŝĨŽƌŶŝĂ/ŵƉĂĐƚ;>ϮϭϲͿ ϮϰϮ ΨdƌŝĂůĂƚĐŚWƌĞƉĂƌĂƚŝŽŶͬKƌŐĂŶŝǌĂƚŝŽŶ;ͬ,ƌ͘Ϳ ϭϭϬ Ψ ŚĞĐŬWŽŝŶƚ ϭϬϱ Ψ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕ϮǆϮƵďĞ;^ŽŝůEĂŝů'ƌŽƵƚͿ ϯϬ Ψ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕ϮǆϮƵďĞ;EŽŶͲ^ŚƌŝŶŬ'ƌŽƵƚͿ ϯϬ Ψ ^ŽŝůĂŶĚŐŐƌĞŐĂƚĞ^ƚĂďŝůŝƚǇ dĞŶƐŝůĞ^ƚƌĞŶŐƚŚ&ĂďƌŝĐĂƚŝŽŶ;^dDϭϵϮͿ ϭ͕ϬϱϬΨ ZĞƐŝƐƚĂŶĐĞsĂůƵĞ͕ZͲsĂůƵĞ;Ϯϴϰϰͬ>ϯϬϭͿ ϯϯϲ Ψ dĞŶƐŝůĞ^ƚƌĞŶŐƚŚ;^dDϭϱϴϯͿ ϲϴϯ Ψ ZͲsĂůƵĞ͕dƌĞĂƚĞĚ;>ϯϬϭͿ ϯϱϱ Ψ ^ŚƌŝŶŬĂŐĞ;^dDϭϱϵͿ ϰϳϯ Ψ ĂůŝĨŽƌŶŝĂĞĂƌŝŶŐZĂƚŝŽ;ϭϴϴϯͿ ϲϯϳ Ψ DK
;^dDϰϲϵͿ ϯϭϱ Ψ
^ƚĂďŝůŝǌĂƚŝŽŶďŝůŝƚǇŽĨ>ŝŵĞ;ϵϳϳͿ ϮϬϴ Ψ ŚůŽƌŝĚĞ/ŽŶŽŶƚĞŶƚ;^dDϭϱϰϯͬϭϮϬϮͿ Ϯϴϵ Ψ ŐŐƌĞŐĂƚĞYƵĂůŝƚǇ ^ƚĞĞůdĞƐƚŝŶŐ
ƌǇ^ŝĞǀĞŶĂůǇƐŝƐƚŽηϮϬϬ;ϭϯͿ ϭϮϭ Ψ dĞŶƐŝůĞ^ƚƌĞŶŐƚŚΘ ůŽŶŐĂƚŝŽŶ;ϯϳϬͿ
>͘͘ZĂƚƚůĞƌdĞƐƚ;ϱϬϬƌĞǀ͘Ϳ;ϭϯϭͿ ϮϮϱ Ψ ηϭϭĂƌΘ^ŵĂůůĞƌ ϭϯϭ Ψ ^ƵůĨĂƚĞ^ŽƵŶĚŶĞƐƐ;ƉĞƌƐŝĞǀĞƐŝǌĞͿ;ϴϴͿ ϭϮϭ Ψ ηϭϰĂƌ ϭϱϴ Ψ ƵƌĂďŝůŝƚǇ;ĨŝŶĞŽƌĐŽĂƌƐĞͿ;ϯϳϰϰͿ ϮϬϭ Ψ ηϭϴĂƌ;WƌŽŽĨdĞƐƚͿ ϭϴϰ Ψ hŶŝƚtĞŝŐŚƚ;ϭϰϮͿ ϴϰ Ψ ĞŶĚdĞƐƚ;ϯϳϬͿ
KƌŐĂŶŝĐ/ŵƉƵƌŝƚŝĞƐͲ^ĂŶĚ;ϰϬͿ ϲϴ Ψ ηϭϭĂƌΘ^ŵĂůůĞƌ ϳϵ Ψ &ƌŝĂďůĞWĂƌƚŝĐůĞƐ;ϭϰϮͿ ϵϳ Ψ ηϭϰΘηϭϴĂƌ ϭϬϱ Ψ &ŝŶĞŐŐƌĞŐĂƚĞŶŐƵůĂƌŝƚǇ;^,dKdϯϬϰͿ ϯϭϱ Ψ dĞŶƐŝůĞͲDĞĐŚĂŶŝĐĂůůǇ^ƉůŝĐĞĚĂƌ;ϯϳϬͿ ηϭϭĂƌΘ^ŵĂůůĞƌ ϮϭϬ Ψ
DĂƐŽŶƌǇ ηϭϰĂƌΘ>ĂƌŐĞƌ Ϯϲϯ Ψ
DhŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ;ϭϰϬͿ ϮϭϬ Ψ dĞŶƐŝůĞʹ ůĞĐƚƌŝĐZĞƐŝƐƚ͘Ƶƚƚ^ƉůŝĐĞ;ϯϳϬͿ ϮϭϬ Ψ
ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕'ƌŽƵƚ;ϭϬϭϵͬhϮϭͲϭϵͿ Ϯϵ Ψ ^ƚƌĂŝŐŚƚĞŶŝŶŐŽĨĂƌ;ϯϳϬͿ ϳϵ Ψ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕DŽƌƚĂƌ;ϭϬϵͬhϮϭͲϭϱ͕ϭϲͿ Ϯϵ Ψ dĞŶƐŝůĞ^ƚƌĞŶŐƚŚΘ ůŽŶŐĂƚŝŽŶ;ϯϳϬͿ
DhhŶŝƚtƚ͕͘ŝŵĞŶ͕͘ďƐŽƌƉƚŝŽŶ;ϭϰϬͿ ϭϲϭ Ψ hƉƚŽϮϬϬ͕ϬϬϬůďƐ ϭϱϴ Ψ ŽŵƉƌĞƐƐŝǀĞ^ƚƌĞŶŐƚŚ͕DĂƐŽŶƌǇWƌŝƐŵ;ϭϯϭϰͿ ϮϭϬ Ψ ϮϬϬ͕ϬϬϬʹϯϬϬ͕ϬϬϬůďƐ ϭϴϰ Ψ DĂƐŽŶƌǇŽƌĞŽŵƉƌĞƐƐŝŽŶ;ϰϮͿ ϳϭ Ψ ϯϬϬ͕ϬϬϬʹϰϬϬ͕ϬϬϬůďƐ ϮϭϬ Ψ DĂƐŽŶƌǇŽƌĞ^ŚĞĂƌ;ϮϭϬϱ͘ϰͿ ϭϯϯ Ψ
^ƉƌĂǇƉƉůŝĞĚ&ŝƌĞƉƌŽŽĨŝŶŐ
&ŝƌĞƉƌŽŽĨŝŶŐKǀĞŶƌǇĞŶƐŝƚǇͬdŚŝĐŬ;
ϲϬϱͬ
ϳϯϲͿ ϵϱ Ψ
>ĂďŽƌĂƚŽƌǇdĞƐƚƐ >ĂďŽƌĂƚŽƌǇdĞƐƚƐ
12/09/2025
C11
98 of 200
12 ,ŝŐŚ^ƚƌĞŶŐƚŚŽůƚ͕EƵƚΘtĂƐŚĞƌdĞƐƚŝŶŐ dŽƚĂůWĞƚƌŽůĞƵŵ,ǇĚƌŽĐĂƌďŽŶƐ; WϴϬϭϱDͿ ϭϭϬ Ψ
dĞŶƐŝůĞdĞƐƚƐŽŶŽůƚƐ;ϯϮϱͬϰϵϬͿ ϭϯϭ Ψ sŽůĂƚŝůĞKƌŐĂŶŝĐŽŵƉŽƵŶĚƐ; WϴϮϲϬͿ ϭϳϯ Ψ
WƌŽŽĨ>ŽĂĚdĞƐƚŽŶEƵƚƐ;ϱϲϯͿ ϭϯϭ Ψ ^ĞŵŝͲsŽůĂƚŝůĞKƌŐĂŶŝĐŽŵƉŽƵŶĚƐ; WϴϮϳϬͿ ϯϭϱ Ψ
,ĂƌĚŶĞƐƐdĞƐƚŽŶŽůƚƐ;ϯϮϱͬϰϵϬͿ ϳϵ Ψ DϭϳDĞƚĂůƐ; WϲϬϭϬͿ ϭϴϵ Ψ
,ĂƌĚŶĞƐƐdĞƐƚŽŶEƵƚƐ;ϱϯϲͿ ϳϵ Ψ ^ŝŶŐůĞDĞƚĂů; WϲϬϭϬͿ ϰϮ Ψ
,ĂƌĚŶĞƐƐdĞƐƚŽŶtĂƐŚĞƌƐ;&ϰϯϲͿ ϳϵ Ψ KƌŐĂŶŽĐŚůŽƌŝŶĞWĞƐƚŝĐŝĚĞƐ; WϴϬϴϭͿ ϭϰϳ Ψ
WŽůǇĐŚůŽƌŝŶĂƚĞĚŝƉŚĞŶǇůƐ;
WϴϬϴϮͿ ϭϮϲ Ψ
WŽůǇŶƵĐůĞĂƌƌŽŵĂƚŝĐ,ǇĚƌŽĐĂƌďŽŶƐ;
WϴϮϳϬͿ ϭϴϵ Ψ
^ŽŝůƉ,;
WϵϬϰϱͿ ϰϮ Ψ
ƐďĞƐƚŽƐͲW>D ϯϮ Ψ
^d>Žƌd>W
ǆƚƌĂĐƚŝŽŶ ϭϬϱ Ψ
^ĂŵƉůĞŽŵƉŽƐŝƚŝŶŐ ϯϳ Ψ
yZ&ŶĂůǇǌĞƌ;ͬĂǇͿ ϳϬϬ Ψ
ϰϴͲŚŽƵƌdƵƌŶͲƌŽƵŶĚdŝŵĞ;^ƵƌĐŚĂƌŐĞͿ ϳϱй
ϮϰͲŚŽƵƌdƵƌŶͲƌŽƵŶĚdŝŵĞ;^ƵƌĐŚĂƌŐĞͿ ϭϬϬй
>ĂďŽƌĂƚŽƌǇdĞƐƚƐ ŽŵŵŽŶŶĂůǇƚŝĐĂůdĞƐƚƐ
dĞƌŵƐĂŶĚŽŶĚŝƚŝŽŶƐ
ϭ͘>ŝƐƚĞĚĂƌĞƚǇƉŝĐĂůĐŚĂƌŐĞƐĨŽƌƚŚĞƐĞƌǀŝĐĞƐŵŽƐƚĨƌĞƋƵĞŶƚůǇƉĞƌĨŽƌŵĞĚďǇ'ĞŽĐŽŶ͘WƌŝĐĞƐĨŽƌƵŶůŝƐƚĞĚƐĞƌǀŝĐĞƐĂƐǁĞůůĂƐƐƉĞĐŝĂůƋƵŽƚĂƚŝŽŶƐĨŽƌ ƉƌŽŐƌĂŵƐŝŶǀŽůǀŝŶŐǀŽůƵŵĞǁŽƌŬǁŝůůďĞƉƌŽǀŝĚĞĚƵƉŽŶƌĞƋƵĞƐƚ͘>ĂďŽƌĂƚŽƌǇƚĞƐƚƉƌŝĐĞƐƐŚŽǁŶĂƌĞĨŽƌůĂďŽƌĂƚŽƌǇǁŽƌŬŽŶůǇ͕ĂŶĚŝŶĐůƵĚĞƌĞƉŽƌƚŝŶŐŽĨ ƌŽƵƚŝŶĞƌĞƐƵůƚƐŶŽƚĐĂůůŝŶŐĨŽƌĐŽŵŵĞŶƚƐ͕ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŽƌĐŽŶĐůƵƐŝŽŶƐ͘ Ϯ͘^ĂŵƉůŝŶŐĂŶĚƚĞƐƚŝŶŐŝƐĐŽŶĚƵĐƚĞĚŝŶƐƵďƐƚĂŶƚŝĂůĐŽŶĨŽƌŵĂŶĐĞǁŝƚŚƚŚĞůĂƚĞƐƚĂƉƉůŝĐĂďůĞŽƌĚĞƐŝŐŶĂƚĞĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐŽĨƚŚĞŵĞƌŝĐĂŶ^ŽĐŝĞƚǇĨŽƌ dĞƐƚŝŶŐĂŶĚDĂƚĞƌŝĂůƐ͕ĂůƚƌĂŶƐ͕ŵĞƌŝĐĂŶƐƐŽĐŝĂƚŝŽŶŽĨ^ƚĂƚĞ,ŝŐŚǁĂǇĂŶĚdƌĂŶƐƉŽƌƚĂƚŝŽŶKĨĨŝĐŝĂůƐ͕ŽƌŽƚŚĞƌƉĞƌƚŝŶĞŶƚĂŐĞŶĐŝĞƐ ͘
ϯ͘^ĂƚƵƌĚĂǇ͕ŶŝŐŚƚǁŽƌŬ͕ĂŶĚŽǀĞƌƚŝŵĞŚŽƵƌƐĂƌĞĐŚĂƌŐĞĚĂƚƚŝŵĞĂŶĚŽŶĞͲŚĂůĨ͖^ƵŶĚĂǇƐĂŶĚŚŽůŝĚĂǇƐĂƚĚŽƵďůĞƚŝŵĞ͘WĞƌĚŝĞŵŝƐΨϭϱϱ͘ϬϬƉĞƌĚĂǇ ǁŚĞŶůŽĐĂƚŝŽŶŽĨǁŽƌŬĚŝĐƚĂƚĞƐ͘
ϰ͘
ƋƵŝƉŵĞŶƚĂŶĚŵĂƚĞƌŝĂůƐǁŝůůďĞďŝůůĞĚĂƚĐŽƐƚƉůƵƐϭϱй͘KƵƚƐŝĚĞƐĞƌǀŝĐĞƐŝŶĐůƵĚŝŶŐƐƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚƌĞŶƚĂůŽĨƐƉĞĐŝĂůĞƋƵŝƉŵĞŶƚĂƌĞďŝůůĞĚĂƚĐŽƐƚ ƉůƵƐϭϱй͘,ŽƵƌůǇƐĞƌǀŝĐĞƐĂƌĞďŝůůĞĚƉŽƌƚĂůƚŽƉŽƌƚĂůĨƌŽŵĐůŽƐĞƐƚŽĨĨŝĐĞŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞƐƚĂƚĞĚŚŽƵƌůǇƌĂƚĞƐŚĞƌĞŝŶ͕ǁŝƚŚĂŵŝŶŝŵƵŵƚǁŽͲŚŽƵƌ ĐŚĂƌŐĞ͘
ϱ͘/ŶǀŽŝĐĞƐǁŝůůďĞƐƵďŵŝƚƚĞĚĂƚĨŽƵƌͲǁĞĞŬŝŶƚĞƌǀĂůƐ͘dĞƌŵƐŽĨƉĂǇŵĞŶƚĂƌĞŵĞƚƵƉŽŶƉƌĞƐĞŶƚĂƚŝŽŶŽĨŝŶǀŽŝĐĞ͘/ŶǀŽŝĐĞƐďĞĐŽŵĞĚĞůŝŶƋƵĞŶƚƚŚŝƌƚǇ;ϯϬͿ ĚĂǇƐĨƌŽŵŝŶǀŽŝĐĞĚĂƚĞĂŶĚƐƵďũĞĐƚƚŽŽŶĞĂŶĚŽŶĞͲŚĂůĨƉĞƌĐĞŶƚ;ϭͲϭͬϮйͿƐĞƌǀŝĐĞĐŚĂƌŐĞƉĞƌŵŽŶƚŚ͕ŽƌƚŚĞŵĂǆŝŵƵŵƌĂƚĞĂůůŽǁĞĚďǇůĂǁ͕ǁŚŝĐŚĞǀĞƌŝƐ ůŽǁĞƌ͘/ĨůŝĞŶƚŽďũĞĐƚƐƚŽĂůůŽƌĂŶǇƉŽƌƚŝŽŶŽĨĂŶǇŝŶǀŽŝĐĞ͕ůŝĞŶƚǁŝůůƐŽŶŽƚŝĨǇ'ĞŽĐŽŶŝŶǁƌŝƚŝŶŐǁŝƚŚŝŶĨŽƵƌƚĞĞŶ;ϭϰͿĐĂůĞŶĚĂƌĚĂǇƐŽĨƚŚĞŝŶǀŽŝĐĞ ĚĂƚĞ͕ŝĚĞŶƚŝĨǇƚŚĞĐĂƵƐĞŽĨĚŝƐĂŐƌĞĞŵĞŶƚ͕ĂŶĚƉĂǇƚŚĂƚƉŽƌƚŝŽŶŽĨƚŚĞŝŶǀŽŝĐĞŶŽƚŝŶĚŝƐƉƵƚĞ͘dŚĞƉĂƌƚŝĞƐǁŝůůŝŵŵĞĚŝĂƚĞůǇŵĂŬĞĞǀĞƌǇĞĨĨŽƌƚƚŽƐĞƚƚůĞ ƚŚĞĚŝƐƉƵƚĞĚƉŽƌƚŝŽŶŽĨƚŚĞŝŶǀŽŝĐĞ͘WĂǇŵĞŶƚŽŶĚĞůŝŶƋƵĞŶƚŝŶǀŽŝĐĞƐǁŝůůĨŝƌƐƚďĞĂƉƉůŝĞĚƚŽĂĐĐƌƵĞĚŝŶƚĞƌĞƐƚĂŶĚƚŚĞŶƚŽƚŚĞƉƌŝŶĐŝƉĂůĂŵŽƵŶƚ͘ůůƚŝŵĞ ƐƉĞŶƚĂŶĚĞǆƉĞŶƐĞƐŝŶĐƵƌƌĞĚ;ŝŶĐůƵĚŝŶŐĂŶǇĂƚƚŽƌŶĞǇΖƐĨĞĞƐĂŶĚĐŽƐƚƐͿŝŶĐŽŶŶĞĐƚŝŽŶǁŝƚŚĐŽůůĞĐƚŝŽŶŽĨĂŶǇĚĞůŝŶƋƵĞŶƚĂŵŽƵŶƚǁŝůůďĞƉĂŝĚďǇůŝĞŶƚƚŽ 'ĞŽĐŽŶƉĞƌ'ĞŽĐŽŶΖƐĐƵƌƌĞŶƚĨĞĞƐĐŚĞĚƵůĞ͘
ϲ͘ůŝĞŶƚĂŶĚ'ĞŽĐŽŶƐŚĂůůĂůůŽĐĂƚĞĐĞƌƚĂŝŶŽĨƚŚĞƌŝƐŬƐƐŽƚŚĂƚ͕ƚŽƚŚĞĨƵůůĞƐƚĞǆƚĞŶƚƉĞƌŵŝƚƚĞĚďǇůĂǁ͕'ĞŽĐŽŶ͛Ɛ;ƚŚĞƚĞƌŵ͞'ĞŽĐŽŶ͟ŝŶĐůƵĚĞƐ'ĞŽĐŽŶ͛Ɛ ƉĂƌƚŶĞƌƐ͕ŽĨĨŝĐĞƌƐ͕ĚŝƌĞĐƚŽƌƐ͕ĞŵƉůŽǇĞĞƐ͕ĂŐĞŶƚƐ͕ĂĨĨŝůŝĂƚĞƐ͕ƐƵďĐŽŶƚƌĂĐƚŽƌƐĂŶĚƐƵďĐŽŶƐƵůƚĂŶƚƐͿƚŽƚĂůĂŐŐƌĞŐĂƚĞůŝĂďŝůŝƚǇƚŽůŝĞŶƚŝƐůŝŵŝƚĞĚƚŽƚŚĞŐƌĞĂƚĞƌ ŽĨΨϱϬ͕ϬϬϬŽƌƚŚĞƚŽƚĂůĐŽŵƉĞŶƐĂƚŝŽŶƌĞĐĞŝǀĞĚĨƌŽŵůŝĞŶƚďǇ'ĞŽĐŽŶĨŽƌƐĞƌǀŝĐĞƐƌĞŶĚĞƌĞĚŽŶƚŚŝƐƉƌŽũĞĐƚ͕ĨŽƌĂŶǇĂŶĚĂůůŽĨůŝĞŶƚ͛ƐŝŶũƵƌŝĞƐ͕ ĚĂŵĂŐĞƐ͕ĐůĂŝŵƐ͕ůŽƐƐĞƐ͕ĞǆƉĞŶƐĞƐ͕ŽƌĐůĂŝŵĞǆƉĞŶƐĞƐĂƌŝƐŝŶŐŽƵƚŽĨƚŚŝƐŐƌĞĞŵĞŶƚĨƌŽŵĂŶǇĐĂƵƐĞŽƌĐĂƵƐĞƐ͕ŝŶĐůƵĚŝŶŐĂƚƚŽƌŶĞǇƐ͛ĨĞĞƐĂŶĚĐŽƐƚƐ ǁŚŝĐŚŵĂǇďĞĂǁĂƌĚĞĚƚŽƚŚĞƉƌĞǀĂŝůŝŶŐƉĂƌƚǇ͕ĂŶĚůŝĞŶƚĂŐƌĞĞƐƚŽŝŶĚĞŵŶŝĨǇĂŶĚŚŽůĚŚĂƌŵůĞƐƐ'ĞŽĐŽŶĨƌŽŵĂŶĚĂŐĂŝŶƐƚĂůůůŝĂďŝůŝƚŝĞƐŝŶĞǆĐĞƐƐŽĨ ƚŚĞŵŽŶĞƚĂƌǇůŝŵŝƚĞƐƚĂďůŝƐŚĞĚĂďŽǀĞ͘
ϳ͘ůŝĞŶƚĂŶĚ'ĞŽĐŽŶƐŚĂůůĂůůŽĐĂƚĞĐĞƌƚĂŝŶŽĨƚŚĞŽƚŚĞƌƌŝƐŬƐƐŽƚŚĂƚ͕ƚŽƚŚĞĨƵůůĞƐƚĞǆƚĞŶƚƉĞƌŵŝƚƚĞĚďǇůĂǁ͕ůŝĞŶƚƐŚĂůůůŝŵŝƚ'ĞŽĐŽŶ͛ƐƚŽƚĂůĂŐŐƌĞŐĂƚĞ ůŝĂďŝůŝƚǇƚŽĂůůƚŚŝƌĚƉĂƌƚŝĞƐ͕ŝŶĐůƵĚŝŶŐĐŽŶƚƌĂĐƚŽƌƐ͕ƐƵďĐŽŶƚƌĂĐƚŽƌƐŽĨĂůůƚŝĞƌƐ͕ŵĂƚĞƌŝĂůŵĞŶ͕ĂŶĚŽƚŚĞƌƐŝŶǀŽůǀĞĚŝŶůŝĞŶƚ͛ƐƉƌŽũĞĐƚ͕ĂƐǁĞůůĂƐƉĞƌƐŽŶƐ ĂŶĚŽƚŚĞƌĞŶƚŝƚŝĞƐŶŽƚŝŶǀŽůǀĞĚŝŶƚŚĞƉƌŽũĞĐƚ͕ƚŽƚŚĞŐƌĞĂƚĞƌŽĨΨϭϬϬ͕ϬϬϬŽƌƚŚĞƚŽƚĂůĐŽŵƉĞŶƐĂƚŝŽŶƌĞĐĞŝǀĞĚĨƌŽŵůŝĞŶƚďǇ'ĞŽĐŽŶĨŽƌƐĞƌǀŝĐĞƐ ƌĞŶĚĞƌĞĚŽŶƚŚŝƐƉƌŽũĞĐƚ͕ĨŽƌĂŶǇĂŶĚĂůůŝŶũƵƌŝĞƐ͕ĚĂŵĂŐĞƐ͕ĐĂƵƐĞŽƌĐĂƵƐĞƐ͕ŝŶĐůƵĚŝŶŐĂƚƚŽƌŶĞǇƐ͛ĨĞĞƐĂŶĚĐŽƐƚƐǁŚŝĐŚŵĂǇďĞĂǁĂƌĚĞĚƚŽƚŚĞ ƉƌĞǀĂŝůŝŶŐƉĂƌƚǇ͕ĂŶĚůŝĞŶƚĂŐƌĞĞƐƚŽŝŶĚĞŵŶŝĨǇĂŶĚŚŽůĚŚĂƌŵůĞƐƐ'ĞŽĐŽŶĨƌŽŵĂŶĚĂŐĂŝŶƐƚĂůůůŝĂďŝůŝƚŝĞƐŝŶĞǆĐĞƐƐŽĨƚŚĞŵŽŶĞƚĂƌǇůŝŵŝƚĞƐƚĂďůŝƐŚĞĚ ĂďŽǀĞ͕ŝŶĐůƵĚŝŶŐĂůůůŝĂďŝůŝƚǇŝŶĐƵƌƌĞĚďǇ'ĞŽĐŽŶĨŽƌĂĐƚƐ͕ĞƌƌŽƌƐ͕ŽƌŽŵŝƐƐŝŽŶƐ͕ƉƵƌƐƵĂŶƚƚŽĞŶƚĞƌŝŶŐŝŶƚŽĂŐƌĞĞŵĞŶƚƐǁŝƚŚƚŚŝƌĚƉĂƌƚŝĞƐŽŶďĞŚĂůĨŽĨ ůŝĞŶƚŝŶŽƌĚĞƌƚŽŽďƚĂŝŶĂĐĐĞƐƐŽƌĞŶƚƌǇŽŶƚŽƉƌŽƉĞƌƚǇŶŽƚŽǁŶĞĚďǇůŝĞŶƚ͘ůŝĞŶƚĂŐƌĞĞƐƚŽŶŽƚŝĨǇĂůůĐŽŶƚƌĂĐƚŽƌƐĂŶĚƐƵďĐŽŶƚƌĂĐƚŽƌƐŽĨĂŶǇ ůŝŵŝƚĂƚŝŽŶŽĨ'ĞŽĐŽŶ͛ƐůŝĂďŝůŝƚǇƚŽƚŚĞŵ͕ĂŶĚƌĞƋƵŝƌĞƚŚĞŵƚŽĂďŝĚĞďǇƐƵĐŚůŝŵŝƚĂƚŝŽŶĨŽƌĚĂŵĂŐĞƐƐƵĨĨĞƌĞĚďǇĂŶǇĐŽŶƚƌĂĐƚŽƌŽƌƐƵďĐŽŶƚƌĂĐƚŽƌĂƌŝƐŝŶŐ ĨƌŽŵ'ĞŽĐŽŶ͛ƐĂĐƚŝŽŶƐŽƌŝŶĂĐƚŝŽŶƐ͘EĞŝƚŚĞƌƚŚĞĐŽŶƚƌĂĐƚŽƌŶŽƌĂŶǇƐƵďĐŽŶƚƌĂĐƚŽƌĂƐƐƵŵĞƐĂŶǇůŝĂďŝůŝƚǇĨŽƌĚĂŵĂŐĞƐƚŽŽƚŚĞƌƐǁŚŝĐŚŵĂǇĂƌŝƐĞŽŶ ĂĐĐŽƵŶƚŽĨ'ĞŽĐŽŶ͛ƐĂĐƚŝŽŶƐŽƌŝŶĂĐƚŝŽŶƐ͘
12/09/2025
C11
99 of 200
DAHLINGROUP.COM
12/09/2025
C11
100 of 200

00051960 4 Exhibit C, Page 1 of 3

EXHIBIT C

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

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.

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.

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
C11
101 of 200