City Council/Public Financing Authority
July 1, 2025

PROFESSIONAL SERVICES CONTRACT BETWEEN

THE CITY OF HUNTINGTON BEACH AND

SA ASSOCIATES
FOR

ON-CALL CIVIL ENGINEERING
& PROFESSIONAL CONSULTING SERVICES
THIS AGREEMENT ("Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as "CITY," and SA ASSOCIATES, • California Corporation hereinafter referred to as "CONSULTANT."
WHEREAS, CITY desires to engage the services of a consultant to provide On-Call Civil Engineering & Professional Consulting Services; and
Pursuant to documentation on file in the office of the City Clerk, the provisions of the Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of professional service contracts have been complied with; and
CONSULTANT has been selected to perform these services, NOW, THEREFORE, it is agreed by CITY and CONSULTANT as follows:

SCOPE OF SERVICES
CONSULTANT shall provide all services as described in Exhibit "A," which is attached hereto and incorporated into this Agreement by this reference. These services shall sometimes hereinafter be referred to as the "PROJECT."
CONSULTANT hereby designates Shahnawaz Ahmad who shall represent it and be its sole contact and agent in all consultations with CITY during the performance of this Agreement.

2. CITY STAFF ASSISTANCE
CITY shall assign a staff coordinator to work directly with CONSULTANT in the performance of this Agreement.
25-16466/378918 1 of 11
TERM; TIME OF PERFORMANCE
Time is of the essence of this Agreement. The services of CONSULTANT are to commence on → 20. (the "Commencement Date"). This Agreement shall automatically terminate three (3) years from the Commencement Date, unless extended or sooner terminated as provided herein. All tasks specified in Exhibit "A" shall be completed no later than three (3) years from the Commencement Date. The time for performance of the tasks identified in Exhibit "A" are generally to be shown in Exhibit "A." This schedule may be amended to benefit the PROJECT if mutually agreed to in writing by CITY and CONSULTANT.

In the event the Commencement Date precedes the Effective Date, CONSULTANT shall be bound by all terms and conditions as provided herein.

COMPENSATION
In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is attached hereto and incorporated by reference into this Agreement, a fee, including all costs and expenses, not to exceed Two Million Dollars ($2,000,000.00).

EXTRA WORK
In the event CITY requires additional services not included in Exhibit "A" or changes in the scope of services described in Exhibit "A," CONSULTANT will undertake such work only after receiving written authorization from CITY. Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained.

METHOD OF PAYMENT
CONSULTANT shall be paid pursuant to the terms of Exhibit "B." 25-16466/378918 2 of 11

DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS
CONSULTANT agrees that title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computer code, language, data or programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or termination of this Agreement or upon PROJECT completion, whichever shall occur first. These materials may be used by CITY as it sees fit.

8. HOLD HARMLESS
A. CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgments, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arising out of or in connection with CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or alleged negligent) performance of this Agreement or its failure to comply with any of its obligations contained in this Agreement by CONSULTANT, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of CITY. CONSULTANT will conduct all defense at its sole cost and expense and CITY shall approve selection of CONSULTANT's counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT.

B. To the extent that CONSULTANT performs "Design Professional Services" within the meaning of Civil Code Section 2782.8, then the following Hold Harmless provision applies in place of subsection A above:
25-16466/378918 3 of 11
"CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY and its officers, elected or appointed officials, employees, agents and volunteers, from and against any and all claims, . damages, losses, expenses, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) to the extent that the claims against CONSULTANT arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of CONSULTANT. In no event shall the cost to defend charged to CONSULTANT exceed CONSULTANT's proportionate percentage of fault. However, notwithstanding the previous sentence, in the event one or more other defendants to the claims and/or litigation is unable to pay its share of defense costs due to bankruptcy or dissolution of the business, CONSULTANT shall meet and confer with CITY and other defendants regarding unpaid defense costs. The duty to indemnify, including the duty and the cost to defend, is limited as provided in California Civil Code Section 2782.8.

C. Regardless of whether subparagraph A or B applies, CITY shall be reimbursed by CONSULTANT for all costs and attorney's fees incurred by CITY in enforcing this obligation.

This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONSULTANT.

9. PROFESSIONAL LIABILITY INSURANCE
CONSULTANT shall obtain and furnish to CITY a professional liability insurance policy covering the work performed by it hereunder. This policy shall provide coverage for CONSULTANT's professional liability in an amount not less than One Million Dollars ($1,000,000.00) per occurrence and in the aggregate. The above-mentioned insurance shall not contain a self-insured retention without the express written consent of CITY; however an insurance 25-16466/378918 4 of 11
policy "deductible" of Ten Thousand Dollars ($10,000.00) or less is permitted. A claims-made policy shall be acceptable if the policy further provides that:

A. The policy retroactive date coincides with or precedes the initiation of the scope of work (including subsequent policies purchased as renewals or replacements).

B. CONSULTANT shall notify CITY of circumstances or incidents that might give rise to future claims.

CONSULTANT will make every effort to maintain similar insurance during the required extended period of coverage following PROJECT completion. If insurance is terminated for any reason, CONSULTANT agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this Agreement.

If CONSULTANT fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the CITY with required proof that insurance has been procured and is in force and paid for, the CITY shall have the right, at the CITY's election, to forthwith terminate this Agreement. Such termination shall not effect Consultant's right to be paid for its time and materials expended prior to notification of termination. CONSULTANT waives the right to receive compensation and agrees to indemnify the CITY for any work performed prior to approval of insurance by the CITY.

10. CERTIFICATE OF INSURANCE
Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverage as required by this Agreement; the certificate shall:

A. provide the name and policy number of each carrier and policy; B. state that the policy is currently in force; and
25-16466/378918 5 of 11
shall promise that such policy shall not be suspended, voided or canceled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice; however, ten (10) days' prior written notice in the event of cancellation for nonpayment of premium.

CONSULTANT shall maintain the foregoing insurance coverage in force until the work under this Agreement is fully completed and accepted by CITY.

The requirement for carrying the foregoing insurance coverage shall not derogate from CONSULTANT's defense, hold harmless and indemnification obligations as set forth in this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of the policy of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on the insurance hereinabove required.

11. INDEPENDENT CONTRACTOR
CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services to be performed hereunder.

12. TERMINATION OF AGREEMENT
All work required hereunder shall be performed in a good and workmanlike manner.

CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall be made in writing, notice of which shall be delivered to CONSULTANT as provided herein. In the 25-16466/378918 6 of 11
event of termination, all finished and unfinished documents, exhibits, report, and evidence shall, at the option of CITY, become its property and shall be promptly delivered to it by CONSULTANT.

13. ASSIGNMENT AND DELEGATION
This Agreement is a personal service contract and the work hereunder shall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior express written consent of CITY. If an assignment, delegation or subcontract is approved, all approved assignees, delegates and subconsultants must satisfy the insurance requirements as set forth in Sections 9 and 10 hereinabove.

14. COPYRIGHTS/PATENTS
CITY shall own all rights to any patent or copyright on any work, item or material produced as a result of this Agreement.

15. CITY EMPLOYEES AND OFFICIALS
CONSULTANT shall employ no CITY official nor any regular CITY employee in the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code.

16. NOTICES
Any notices, certificates, or other communications hereunder shall be given either by personal delivery to CONSULTANT's agent (as designated in Section 1 hereinabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below. CITY and CONSULTANT may designate different addresses to which subsequent notices, certificates or other communications will be sent by notifying the other party via personal delivery, a reputable overnight carrier or U. S. certified mail-return receipt requested:
25-16466/378918 7 of 11
TO CITY: TO CONSULTANT:

City of Huntington Beach SA Associates
ATTN: Director of Public Works Attn: Shahnawaz Ahmad
2000 Main Street 1130 W. Huntington Drive, Suite 12
Huntington Beach, CA 92648 Arcadia, CA 91007

17. CONSENT
When CITY's consent/approval is required under this Agreement, its consent/approval for one transaction or event shall not be deemed to be a consent/approval to any subsequent occurrence of the same or any other transaction or event.

18. MODIFICATION
No waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties.

19. SECTION HEADINGS
The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of matters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement.

20. INTERPRETATION OF THIS AGREEMENT
The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties. If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the 25-16466/378918 8 of 11
context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision contained herein and any present or future statute, law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessary to bring it within the requirements of the law.

21. DUPLICATE ORIGINAL
The original of this Agreement and one or more copies hereto have been prepared and signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original instrument as against any party who has signed it.

22. IMMIGRATION
CONSULTANT shall be responsible for full compliance with the immigration and naturalization laws of the United States and shall, in particular, comply with the provisions of the United States Code regarding employment verification.

23. LEGAL SERVICES SUBCONTRACTING PROHIBITED
CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY shall not be liable for payment of any legal services expenses incurred by CONSULTANT.
25-16466/378918 9 of 11

24. ATTORNEY'S FEES
In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the nonprevailing party.

25. SURVIVAL
Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive.

26. GOVERNING LAW
This Agreement shall be governed and construed in accordance with the laws of the State of California.

27. SIGNATORIES
Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact, held by the signatory or is withdrawn.

28. ENTIRETY
The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this 25-16466/378918 10 of 11
Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the parties respecting the subject matter hereof.

29. EFFECTIVE DATE
This Agreement shall be effective on the date of its approval by the City Council.

This Agreement shall expire when terminated as provided herein.

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers.

CONSULTANT,
SA ASSOCIATES CITY OF HUNTINGTON BEACH, a
municipal corporation of the State of
California
Solving Alime
By:_
Shahnawaz Ahmad, President Mayor
print name
ITS: (circle one) Chairman/President/Vice President
City Clerk
AND
Alma

INITIATED AND APPROXED,
Shahnawaz. Ahmad, Secretary/Treasurer
print name Director of Public Works
ITS: (circle one) Secretary/Chief Financial Officer/Asst.

Secretary - Treasurer
REVIEWED AND APPROVED:

City Manager
APPROVED AS TO FORM:

PeDa
fer City Attorney pre
25-16466/378918 11 of 11
EXHIBIT "A"
A. STATEMENT OF WORK: (Narrative of work to be performed) Provide On-Call Civil Engineering and Professional Consulting Services. If Consultant chooses to assign different personnel to the project, Consultant must submit names and qualifications of these staff to City for approval before commencing work.

B. CONSULTANT'S DUTIES AND RESPONSIBILITIES:

See Attached Exhibit A
C. CITY'S DUTIES AND RESPONSIBILITIES:

1. Furnish Scope of Work and provide a request for proposal for each project.

2. City shall issue a task order for each project based upon scope of services, work schedule, and fee proposal submitted.

D. WORK PROGRAM/PROJECT SCHEDULE:

A project schedule will be developed for each project assigned by the City.

EXHIBIT A

EXHIBIT A
Disciplines of Civil Engineering Services Application Form *Circle all that apply*
Civil Engineering Service Area Bidding?
Y/N
(circle)
• Water/Sewer/Storm Water Engineering Yes) / No
Yes / (No)
• General Civil Engineering
• Ocean Engineering Yes / (No
Yes / No
• Environmental/Water Quality
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

TABLE OF CONTENTS

COVER LETTER
SECTION I: BACKGROUND AND PROJECT SUMMARY
SECTION II: METHODOLOGY
SECTION III: STAFFING
SECTION IV: QUALIFICATIONS
• RELATED EXPERIENCE
• REFERENCES FORM
SECTION V: APPENDIX
• RESUMES OF NON-KEY STAFF
• EXPERIENCE TABLES
(OUR COST PROPOSAL/RATE SHEET IS PROVIDED AS A SEPARATE DOCUMENT) TABLE OF CONTENTS Page 1 of 1
Proposal for On-Call Civil Engineering for Professional Consulting Services *SEOCIATES
SECTION I: BACKGROUND AND PROJECT SUMMARY

BACKGROUND
SA Associates was established in May, 1989 as a principal-owned engineering firm with offices in Los Angeles and Orange Counties. SA Associates is a California Corporation and "SA Associates is our full legal name. SA Associates services cover a broad spectrum of engineering from investigation and feasibility reports to design, construction administration, and construction observation. The firm provides complete civil engineering services for municipalities, public and private water agencies, sanitary districts, and flood control districts.

Our main fields of specialty are:
• Water Supply Projects • Construction Management and
• Wastewater Facilities Projects Construction Inspection Services • Flood Control and Drainage Projects • Feasibility Studies • Civil Engineering • Survey Services
SA Associates' experience was gained through providing engineering services to several cities and agencies in the greater Los Angeles area for over 35 years. All of SA Associates completed (or currently ongoing) projects are for public agencies. Our team of engineers and professionals are aware of the requirements of most public agencies and are familiar with public procedures.

For the City of Huntington Beach, we provided design services for the replacement of water valves in approximately 50 separate locations throughout the City's water system. We also provided extra work support for the Utilities Department, through our subconsultant, Ardurra. In addition, SA Associates brings experience in water projects in nearby Anaheim and the County of Orange Public Works. As a result, we are knowledgeable of the City Standards and have previous experience to benefit the City of Huntington Beach for your on-call projects.

RELEVANT ON-CALL SERVICES
We have provided or are providing On-Call Design Services to the following agencies:

City of Anaheim City of Huntington Beach City of Riverside City of Azusa City of Irvine City of Whittier
Crescenta Valley Water District City of Manhattan Beach Gateway Water Management Authorit..

City of Culver City City of Mission Viejo Long Beach Water District City of Fullerton7104 City of Pomona Santa Clarita Valley Water Company

PROJECT UNDERSTANDING
The City is seeking to retain as-needed services from qualified engineering firms to supplement City Staff for a variety of services. The contract will be for a 3-year term with the option to extend the contract for one additional year. The City will issue task orders for each project. The projects will be assigned on an on-call basis. Consultants may bid on one or more categories of service.

SA Associates is submitting in Category A: Water/Sewer/Storm Water Engineering which includes:

SECTION I: BACKGROUND AND PROJECT SUMMARY Page 1 of 2
Proposal for On-Call Civil Engineering for Professional Consulting Services SA • Potable Water Pipeline Engineering (Water Distribution) • Potable Water Wells, Reservoirs, and Booster Pump Stations (Water Production) • Potable Water Master Plan Update and Water Financial Plan Update • Wastewater Engineering (Sanitary Sewer)
• Wastewater Master Plan Update
• Stormwater Engineering
The City has 15 wells that are aging and are 30-50 years old. Some of the wells have water quality issues such as manganese, PFAS, odor, color, etc. and may require treatment to mitigate the water quality issues. The City is working with Orange County Water District on a feasibility study for treatment it is our understanding that the City plans to drill two new wells. Some of the sites in the City may have space restrictions. We have on our team Richard C. Slade & Associates (RCS), hydrogeologists, to assist us on any well projects. RCS has over 50 years of hydrogeologic experience in California. RCS staff are available to provide as-needed office and field support services on groundwater projects.

Some wells may also require installation of a sodium hypochlorite generating system. For the City of La Palma, SA Associates SA Associates provided design and construction inspection services for the On-Site Sodium Hypochlorite Generation System at the City Yard (2.5 MG reservoir) and Walker Well (2.0 MG reservoir). This project won the APWA 2008 project of the year award.

The City also has several miles of water pipelines that need replacement. SA Associates has completed 147 miles of pipeline in the last 35 years for numerous cities and water agencies in the Southern California area.

SA Associates also has experience in sliplining of sewer mains.

The City has 21 lift stations and has rehabilitated 15 of them in the last several years. Some lift stations have been rehabilitated and some are new. We have on our team Steven Andrews Engineering to assist in the design of lift stations. Steven Andrews Engineering has been providing consulting services for master planning and engineering projects in the water and wastewater fields for over 35 years for civil/water resources master planning, design, and construction engineering for both the public and private sectors. They have designed several sewer lift stations for Orange County cities and other agencies.

The work and objectives may involve the following:
• Preparation of PS&E packages and/or updates of various reports • Preparation of project schedules
• Contracting with any necessary subconsultants to complete the work, i.e. survey, geotechnical investigations, potholing, traffic control • Contracting with specialty subconsultants such as structural, architectural, electrical mechanical, hydraulic calculations, electrical, SCADA, etc. • Conducting site evaluations and preparing preliminary design reports, if necessary • Providing Construction Support Services if requested
• For various reports, provide financial plans, budgets, projections, etc. • Securing funding for projects if needed.

SECTION I: BACKGROUND AND PROJECT SUMMARY Page 2 of 2
Proposal for On-Call Civil Engineering for Professional Consulting Services SA SECTION II: METHODOLOGY

TECHNICAL APPROACH
As your Consultant, SA Associates will provide quality resources to manage and complete the Project. We will work within the framework of the Project Documents, City staff, and the Contractor to execute our tasks in a timely manner. We consider ourselves to be available not as contract representatives but as an extension of your staff. For our projects, we believe in developing and maintaining clear lines of communication between all project parties, being proactive in identifying construction issues, and working diligently toward resolution of issues.

Based on this approach, you will be assured of a complete project that complies with your project designs and is in accordance with the standards of the industry. SA Associates' overall approach for your projects is to provide hands on engineering in order to create robust contract documents and reduce the risk for change orders and to avoid delays in the construction.

With regard to streamlining the design phase of the projects, the key technical approach to be used by the design team is as follows:
• Expedite coordination among all affected parties including utility information requests • Evaluate design alternatives immediately
• Sequence project tasks to occur simultaneously where possible (i.e., evaluate alternative for service connections during the field survey and digital topo preparation) • Coordinate thoroughly throughout the entire project & appurtenances • Sequence meetings to occur at favorable days/times (i.e., meetings with City staff and other meetings with impacted agencies/personnel may occur simultaneously or subsequently)

TYPICALSCOPE OF WORK
The following is a typical scope of work:

1. Conduct a kick-off meeting with the City staff to review the scope of work and to collect existing maps, plans, and other information available at the City. The project schedule will also be discussed, and if necessary, appropriate changes will be made. SA Associates will prepare a schedule to complete the project, along with significant milestones by which the project work will be monitored through completion.

2. Conduct visits to the site to review the extent of the work necessary. A field review meeting with the City will also be held to establish all items of work necessary.

3. Conduct a utilities investigation to determine the location of all existing facilities that would affect the design and construction of this project. Letters will be sent to all utility companies to request information on their utilities.

4. Evaluate design alternatives, prepare a design report, and provide recommendations to the City.

5. Conduct geotechnical investigations, if needed

6. Conduct a design survey of the proposed work, if required.

7. Prepare and submit a written report including the proposed work to best achieve the project objectives and minimize removal or relocation of existing improvements.

SECTION II: METHODOLOGY Page 1 of 4
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

ASSOCIATES

8. Prepare design plans on 24"x 36" sheets. Details will be provided where needed and we will provide the City with original mylar drawings in addition to an AutoCAD format electronic copy. Submittals will be at the 60%, 90%, and 100% completion levels

9. Prepare technical specifications. The City will provide the boilerplate specifications.

10. Submit preliminary design plans and specifications to the City for review.

11. Meet with the City to discuss review comments.

12. Prepare preliminary cost estimates.

13. Notify utility companies for any existing utility relocation. Maintain a record of all transmittal letters to and from the utility companies and submit a copy.

14. Conduct a Quality Control/Quality Assurance (QC/QA) review of the project.

15. Prepare construction bidding documents including specifications. SA Associates will provide the documents on a hard copy and in electronic MS Word format.

16. Prepare detailed estimates of quantities and construction costs on Microsoft Excel Format.

17. Submit final plans and specifications to the City incorporating comments received from the City and utility companies.

18. Project Construction Support Services, if requested.

TYPICAL CITY PROVIDED SERVICES
The City may be asked to furnish the following information:
• City Drawing Standards
• City Standard Details
• Boilerplate Specifications
• As-Built Drawings
• City Water & Sewer Atlas Maps
• Made payments for any permit or encroachment fees
• Utility Company information
• GIS or survey information
• City Sample Plans
City's Title Sheet and General Notes in CAD format
• Easement information
• Water Master Plan

TYPICAL PROJECT SCHEDULE
A typical design project schedule identifying all tasks and deliverables to be performed, durations for each task, and overall time of completion is included at the end of this section.

IMPLEMENTATION PLAN
SA Associates' overall approach to providing professional engineering services is to enforce the contract documents and other applicable regulations, to develop and maintain clear lines of communication between all project parties including the City's team, to be proactive in identifying SECTION II: METHODOLOGY Page 2 of 4
Proposal for On-Call Civil Engineering for Professional Consulting Services SA issues, and to work diligently and effectively toward resolution of issues. Specifically, we will perform the following tasks to address these issues:
• Locate resources where they can be most effectively utilized. • Develop and implement procedures for effective communication between the City, Construction Inspector, Designer, and the Contractor.
• Develop and implement cost and scheduling procedures to efficiently track the project. • Assist the City as needed in interfacing with the public. • All these activities will be performed to ensure that the project is completed on time and within budget.

CLIENT SATISFACTION
SA Associates is committed to client satisfaction by providing and delivering to the City the highest quality project design, implementing proven and successful design techniques resulting in a systematic approach to obtain optimum value for your dollars spent. Our aim is to provide you with an economical design without affecting performance and reliability.

SA Associates understands the importance that the design team reflects well on the values of the City. With this in mind, SA Associates is committed to providing quality staff members who are not only capable of satisfying the project tasks but who also have a track record of similar projects and working well with all impacted agencies and local residents.

QUALITY ASSURANCE/QUALITY CONTROL PROGRAM
It is the goal of SA Associates to present clients with a superior product and responsive service.

We are aware we can only continue to grow and remain a viable influence in the consulting engineering profession if we produce an excellent product. That is why we have established "excellence in engineering" as our credo. A sound company policy that emphasizes technical strength, professional conduct, efficiency and communication is applied to each project in order to achieve excellence. This policy is the basis of our Quality Assurance / Quality Control (QA/QC) program.

COST CONTROL
SA Associates' staff performs at a level of difficulty that minimizes redundant or unnecessary activity. Meeting deadlines and attention to detail are primary objectives. Cost control is also exercised with the same importance dedicated to technical problem solving.

Staff engineers apply value analysis/investigation techniques in a systematic approach to obtain optimal value for any marginal cost increase. The result of this approach is to lower total and life cycle costs without sacrificing quality, performance, or reliability.

Project costs are reviewed on a weekly basis by the Project Manager. These costs are reviewed against the budget and schedule. The effort required to complete the project is estimated. In this way, if the budget is close to exceeding, steps can be taken to remedy the situation.

SECTION II: METHODOLOGY Page 3 of 4
City of Huntington Beach
SA Civil Engineering Project
Typical Design Schedule

ASSOCIATES
Task Name Duration Start Finish Half 1, 2025 Half 2, 2025 Task 1. Project Management and Coordination 380 days Mon 5/5/25 Fri 10/16/26 Task 1. Project Management and Coordination Fr Kick-off Meeting 1 day: Man 5/5/25 Mon 5/5/25 Kick-off Meeting May 5 Public Outreach Program - Information Dissemination 12 wks: Tue 5/6/25 Mon 7/28/25 Public Outreach Program - Information Dissemination % Project Progress, Budgets & Schedules. Workshops 75.8 wks: Tue 5/6/25 Fri 10/16/26 Project Progress, Budgets & Schedules, Workshops B Oct 16 Project QA/QC & Controls 75.8 wks Tue 5/6/25 Fri 10/16/26 Project QA/QC & Controls BE Oct 16 Project Management, Reviews, Invoices, Deliverabies 75.8 wks Tue 5/6/25 Fri 10/16/26 Project Management, Reviews, Invoices, Deliverables Oct 16 Task 2. CEQA Process 147.5 days Mon 7/28/25 Wed 2/18/26 Task 2. CEQA Process my 147.5 days CEOA Project Compliance 2 wks Mon 7/28/25 Fri 8/8/25 CEQA Project Compliance Aug 8 Preparation of CEQA documents (IS as applicable) 27.5 wks Mon 8/11/25 Wed 2/18/26 Preparation of CEQA documents (IS as applicable) • Feb 18 CEQA Permit & Filing to County Clerk 29.5 wks Mon 7/28/25 Wed 2/18/26 CEQA Permit & Filing to County Clerk Feb 18 Task 3. Preliminary Design Report (PDR) 61 days Tue 5/6/25 Tue 7/29/25 Task 3. Preliminary Design Report (PDR) ( 61 days As-Built Research. Site Investigation, & Data Collection 2 wks Tue 5/6/25 Mon 5/19/25 As-Built Research, Site Investigation, & Data Collection B- Topographic Survey 4 wks Tue 5/6/25 Mon 6/2/25 Topographic Survey BE- 14 Permits, Access, & Easement Requirements 3 wks Tue 6/3/25 Mon 6/23/25 Permits, Access, & Easement Requirements D 15 Utility Research & Notifications 3 wks Tue 5/6/25 Mon 5/26/25 Utility Research & Notifications B 16 Geotechnical Evaluation 3 wks* Tue 5/6/25 Mon 5/26/25 Geotechnical Evaluation BI 17 30% Plans & Estimate 8 wks: Tue 5/6/25 Mon 6/30/25 30% Plans & Estimate 18 Develop Pothole Pian 4 days! Tue 7/1/25 Fri 7/4/25 Develop Pothole Plan 19 Prepare & Submit Draft PDR 6 wks Tue 5/27/25 Mon 7/7125 Prepare & Submit Draft PDR Jul 7 City Review of Draft PDR 2 wks! Tue 7/8/25 Mon 7/21/25 City Review of Draft POR T 30% Design & PDR Review Meeting with City 1 day Tue 7122/25: Tue 7/22/25 30% Design & PDR Review Meeting with City e Prepare & Submit Final PDR 1wk Wed 7/23/25 Tue 7129/25: Prepare & Submit Final PDR Task 4. Design and Specifications 108 days Wed 7/30/25 Fri 12/26/25 Task 4. Design and Specifications 108 days Pothole Utilites & Report 3wks Wed 7/30/25 Tue 8/19/25 Pothole Utilites & Report Y Final Utility & DDW & Other Agencies Coordination 4wks Wed 7/30/25 Tue 8/26/25 Final Utility & DDW & Other Agencies Coordination E Prepare & Submit 60% PS&E 6 wks: Wed 7/30/25 Tue 9/9/25 Prepare & Submit 60% PS&E F City Review of 60% PS&E Submittal 2wks Wed 9/10/25. Tue 9/23/25 City Review of 60% PS&E Submital in 60% Design Review Meeting with City 1 day Wed 9124/25 Wed 9/24125 Thu 9/25/25 Wed 10/29/25 80% Design Rare Suit 0% Ste in 0c1 25 Prepare & Submit 90% PS&E 5 wks
City Review Meeting of 90% PS&E 2 wks. Thu 10/30/25 Wed 11/12/25 90% Design Review Meeting with City 1 day: Thu 11/13/25 Thu 11/13/25 Prepared & Submit 100% Final PS&E 4 wks Fri 11/14/25 Thu 12/11/25 Thu 12/25/25 Prepared a sue enor final ps e, Doc 11
City Review Meeting of 100% PS&E 2 wks Fri 12/12/25
100% Design Review Meeting with City 1 day Fr 12/26/25 Fr 12/26/25 100% Design Review Meeting with City + Permit Support (DDW & others) 21.6 wks Wed 7/30/25 Fr 12/26/25 Permit Support (DDW & others) E Task 5. Bid and Construction Support Services 175 days Mon 1/12/26 Fri 9/11/26 Task 5. Bid and Construction Support Services ( • 175 days Bidding Assistance 3 wks Mon 1/12/26 Fri 1/30/26 Bidding Assistance 13- Submittals & Shop Drawing Review 26 wks™ Mon 312126" Fri 8/28/26 Submittals & Shop Drawing Review = Aug 28 RFis/RFCs 26 wks. Mon 312/26 Fri 8/28/26 RFIs/RFCs Auq 28 Change Orders (15) 26 wks: Mon 3/2/26 Fri 8/28/26 Change Orders 15) 2 * Aug 28 Final Inspection & Punch List 2 wks. Mon 8/17/26 Fri 8/28/26 As-Built Drawings 2wks. Mon 8/31/26 Fri 9/11/26
Huntington Beach On-Call Typical Design Schedule.mpp Tue 3/11/25 Proposal for On-Call Civil Engineering for Professional Consulting Services SA * S 5
SECTION III: STAFFING

ORGANIZATIONAL CHART
Names in red font indicate Key Staff

NTY CAN
Project Manager | Primary Contact
Shahnawaz Ahmad, PE, QSD
Engineers Wastewater Engineering
Jorge Lovo, PE, LEED GA Steven Andrews Engineering

QSD/QSP
Raul Garibay, PE
Adam Roesch, EIT, CPSWQ, Hydrogeologist
QSD/QSP Richard C. Slade & Associates, LLC
John Robinson, EIT
(John Robinson Consulting, Inc.) Hydraulic Modeling
Eric Schoenen, PE
Akel Engineering Group
Mel Sukow. PE
Electrical/SCADA
Linkture Consulting Engineers
Technician/AutoCAD Support Surveyor
Hugo Magaña Robert Martinez
Geotechnical Traffic Control Potholing
Geo-Advantec, Inc. JMD, Inc. Bess Testlab Inc.

Support Staff
We understand that if the Consultant chooses to assign different personnel to the project, the Consultant must submit their names and qualifications, including information listed above to the City for approval before they work. Resumes for Key Staff Members follow on page 5 of this section. Resumes for the other team members are included in Section V: Appendix SECTION III: STAFFING Page 1 of 7
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

SUBCONSULTANTS
The following subconsultants are included on our Project Team. We have worked with these subconsultants for many years and on several successful projects. Our Project Manager will ensure that the documentation provided by our subconsultants will be relayed to the Project Team members, to seamlessly incorporate their findings into the design process. Individual Project Team members also have a good rapport with our subconsultants and information is conveyed between them in a timely manner, as often as needed.

HYDRAULIC MODELING: AKEL ENGINEERING GROUP, INC.
7433 N. First Street, Ste. 103 AKEL
Fresno, CA 93720 ENGINEERING GROUP, INC.

Tony Akel, P.E., Principal
626.574.1425, [email protected]
Akel Engineering Group, Inc. is a specialty engineering firm with over 100 years of combined staff experience providing consulting services in water resources infrastructure modeling and master planning. Akel's infrastructure planning services include hydraulic modeling, water quality modeling, risk and condition assessment, and infrastructure master planning for: water distribution, wastewater collection, non-potable/recycled water, irrigation, and storm drainage system master plans.

Planning-related specialties include urban water management plans, water supply assessments, hydraulic model development and calibration, capital improvement budgets, cost sharing analysis, model conversions and GIS development and integration. Akel maintains state-of-the-art hydraulic modeling, water quality modeling, surge analysis, and risk and condition assessment modeling applications.

ELECTRICAL ENGINEER: LINKTURE CORP.

LINKTURE C
41250 Placer Lafite

CONSULTING ENGINEERS
Temecula, CA 92591
Jade Brandais
949.317.4700, [email protected]
Linkture Corp., formed in 1992 offers a full range of electrical and control system engineering services to Engineers, Private Industries, Contractors, Institutional, Federal and State Government and Municipalities The firm has acquired its qualifications through the many years of specialized experience of professional staff, including technical competence in organizational analysis, familiarity with clients' financial planning and related business systems, broad-gauged analytical ability and professional independence, objectivity, and integrity. Their services include evaluations, studies, engineering, design, and construction-related services for water and wastewater facilities such as open and closed system pump stations, stormwater pump stations, irrigation pump stations, reclaimed water pump stations, lift stations, PRV/PRS, wastewater treatment plants, potable water treatment, reservoirs and tanks, turnouts, pressure reducing stations, reservoir floating covers, well equipping, and SCADA/RTU/DCS.

GEOTECHNICAL ENGINEERING: GEO-ADVANTEC, INC.
457 W. Allen Avenue, Suite 113
San Dimas, CA 91773
Shawn Ariannia, Ph.D., P.E., G.E., President
Tel 909.305.0400, [email protected]
SECTION III: STAFFING Page 2 of 7
Proposal for On-Call Civil Engineering for Professional Consulting Services SA * SS
Geo-Advantec, Inc. (GAl) is a geotechnical engineering consultant that offers comprehensive services in various areas of geotechnical engineering, engineering geology, geotechnical earthquake engineering, and during construction services including materials testing and special inspections. Their laboratory is accredited by Caltrans, AMRL, CCRL, DSA, and the city of Los Angeles. Their technicians and inspectors are certified by ICC, ACI, Caltrans, County of Los Angeles, and City of Los Angeles and are qualified to perform on public works as well as DSA Their main areas of services and capabilities include Geotechnical and Geological Engineering; Geotechnical Earthquake Engineering, Pavement Engineering, Field Grading Monitoring and Soil Testing, Soil, Asphalt/Paving Field Inspection, Soil, Asphalt, and Materials Laboratory Testing, Special Inspections for Concrete, Welding, Masonry, Rebar, etc. SA Associates has worked with Geo-Advantec on many projects through the years.

TRAFFIC CONTROL PLANS: JIVDIAZ, INC.
18645 East Gale Avenue, Suite 212 : JMD
City of Industry, CA 91748
Juan M. Diaz, PE., President
Tel 626.820.1137, [email protected]
Originally founded and 100% owned by Juan M. Diaz in 2001, JMD is serving clients from its regional offices in the City of Industry, Anaheim, and San Diego, California. Currently, JMD has a staff of 19 professionals and administrative staff. JMD offers expertise in several areas of civil engineering including highway, land, rail and traffic engineering for public and private sectors. JD's experience includes the development of plans, specifications and estimates for a variety of facilities including freeways, roadways, streetscapes, traffic signals, lighting systems, light rail corridors, BRT corridors. railroads, grade crossings and development sites. These projects have required JMD's expertise in roadway, grading, drainage, utility, signing & striping, traffic signals, lighting, traffic control, grade crossing, and track alignment design. JMD has thorough knowledge of Federal, State, local agency and private entity project requirements as they relate to transportation and development projects.

JMD staff is often coordinating project approvals with public agencies at all levels as well as developing sensitive projects requiring close coordination with political officials, local communities and railroads.

POTHOLING: BESS TESTLAB, INC.
1508 E. St. Francis Street, Unit A BESS
Ontario, CA 91762 UTILITY SOLUTIONS
Don Whitman, Project Manager
Tel 909.510.5535, [email protected]
Bess Testlab, Inc. (BESS), is a CPUC certified MBE/DBE company that provides solutions to mitigate the underground utility related risks associated with the design and construction of civil and infrastructure projects. They have been in operation since 1967 and provide a complete range of Subsurface Utility Engineering Services (SUE) to both private and public companies throughout Northern and Southern California. Bess Testlab, Inc., uses Non-Destructive Air-vacuum Excavation (potholing) to expose the utilities being surveyed to determine their exact depth and location Precisely locating underground utilities help the designers plan their construction project to eliminate potential damage and unnecessary relocations.

SECTION III: STAFFING Page 3 of 7
Proposal for On-Call Civil Engineering for Professional Consulting Services SA SHAHNAWAZ AHMAD, P.E., QSD
Project Manager | Primary Contact
Mr. Ahmad founded SA Associates in 1989, creating a civil engineering firm focused on city, county and municipal agencies. Mr. Ahmad has over 40 years of experience. Currently, he is involved with projects on civil design, street improvements, water and sewer system master planning; water resources; water supply and treatment; water reuse; wastewater collection, treatment, and disposal; storm drainage; design of water and wastewater treatment plants, water pipelines, sewers, pumping stations, wells, storage reservoirs, and water reclamation systems; studies of water and wastewater treatment processes; and industrial waste problems.

RELATED EXPERIENCE
University of Karachi, Pakistan,
CITY OF ALHAMBRA B.E., Civil Engineering
• Westmont Drive Water Main Replacement University of California, • Valley Boulevard, Almansor Street Sewer Replacement Berkeley, M.S., Sanitary

CITY OF ANAHEIM
• Baja and Solomon Drives Water Main Replacement REGISTRATION:
• Country Glen Way Water Main Replacement Registered Civil Engineer BOY SCOUTS OF AMERICA California
Vo. 23712
• Camp Trash Water System
CENTRAL BASIN WATER DISTRICT MEMBER:
• Recycled Water Pipeline Extension City of South Gate American Academy of Environmental Engineers,

CITY OF CHINO
• Quadrant 1 Water Main Replacement American Public Works Association
CRESCENTA VALLEY WATER DISTRICT American Society of Civi • New Biological Nitrate Removal Treatment Facility & Well #2 Reactivation Engineers CITY OF HUNTINGTON BEACH American Water Works
Association
• Water Valves Replacement Design California Water Environment CITY OF GARDEN GROVE Association
• Design of Sewer System Rehabilitation Plan, Phase 1 Southern California Water Utilities Association
LONG BEACH UTILITIES DEPARTMENT Water Environment Federation • Water Main Improvement projects at 1613 Ximeno Ave. and Queensway Drive

CITY OF LYNWOOD
• Long Beach Meter Upgrade and Line Abandonment Project ft

CITY OF MANHATTAN BEACH
• Cycle 2 & 3 Sewer Infrastructure Improvements

CITY OF MONTEREY PARK
• Water & Sewer Improvements Atlantic Boulevard

CITY OF NORWALK
• FY 2017/18 Sewer Main Repair

CITY OF ONTARIO
• Water Main Replacement at 30 locations.

CITY OF SOUTH GATE
• Water Main Replacement Project, Phase.

SECTION III: STAFFING Page 4 of 7
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

JORGE LOVO, PE, LEED GA, QSD/QSP
Engineer
Mr. Lovo has over 25 years of experience designing and managing a variety of infrastructure projects. Project types range from streets, roadways, sewers, storm water, to water-related projects. The water related include water, wastewater, recycled water, and storm water facilities including conveyance, water quality & treatment, pump stations, and storage. He provides technical leadership on small to large sized projects; supporting teams winning new business; interacting with clients, agencies and other consulting firms; preparing detailed engineering calculations, CAD drawings, estimates, master planning, facilities condition assessment, construction support, preparation of plans, specifications and others documents for permitting and construction. His expertise lies mostly with city, municipal and agency projects. He is adept at working with municipalities and understands their process.

PROJECT EXPERIENCE EDUCATION:

B.S. Civil Engineering
CITY OF ALHAMBRA University of Hawail
• Westmont Drive Water Main Replacement
• Pepper Creek Way, Fern Haven Lane, Hadrian's Crescent Water Main REGISTRATION:

Replacement Registered Civil Engineer,
California, No. C75632
• Valley Boulevard, Almansor Street Sewer Replacement Registered Civil Engineer, CITY OF ANAHEIM Canada, Board of
Professional Engineers
• Baja and Solomon Drives Water Main Replacement
• Country Glen Way Water Main Replacement CERTIFICATION:

LEED Green Associates -
BOY SCOUTS OF AMERICA Green Building Certification
• Camp Trash Water System Institute, ID No. 10779963
Construction Management,
CENTRAL BASIN WATER DISTRICT University of Quebec,
Canada
• Recycled Water Pipeline Extension City of South Gate
Professional Studies in
CRESCENTA VALLEY WATER DISTRICT Technique of Architecture, College of Old Montreal
• New Biological Nitrate Removal Treatment Facility & Well No. 2 Qualified SWPPP Developer Reactivation (QSD)
Qualified SWPPP Practitioner
CITY OF HUNTINGTON BEACH (QSP) Certificate No. 25596
• Water Valves Replacement Design

CITY OF MONTEREY PARK
• Atlantic Boulevard Water & Sewer Improvements

CITY OF ONTARIO
• Water Main Replacement

ROSE HILLS MEMORIAL PARK AND CEMETERY
• Recycled Water Retrofit Project

CITY OF SIERRA MADRE
• 2020 Water Main Replacement

CITY OF WHITTIER
• Comstock Avenue Water Main Replacement
• Beverly Boulevard Water Main Replacement
SECTION III: STAFFING Page 5 of 7
Proposal for On-Call Civil Engineering for Professional Consulting Services SA ÉSSOCIATES
Steven Andrews Engineering Education:
sa B.S., Environmental Engineering
www.sandrewsengineering.com Pennsylvania State University Professional Data:

NINTER NO
Professional Engineer,
California, R.C.E. No. 31259
STEVEN R. ANDREWS, P.E. Professional Affiliations:

PRINCIPAL ENGINEER Orange County Water Assn
Mr. Andrews has 50 years of professional experience in master planning, Water Environmental Federation American Water Works Association
design and construction of groundwater wells, water treatment, water Office Location:
pipelines, water storage reservoirs; preparation of master water supply Lake Forest, CA plans, wastewater treatment plants, wastewater reclamation plants, Years of Experience: 50
wastewater lift stations, force mains, gravity sewers and water reuse systems for large proposed and existing developments and cities. Years with SAE: 35 EXPERIENCE:

Sewer Lift Station No. 3 Replacement, Emerald Bay Service District, City of Laguna Beach, CA:

Principal Engineer for the design and preparation of construction plans and technical specifications for the Emerald Bay Service District Sewer Lift Station No. 3 Replacement.

Wilson Sewer Lift Station, City of Banning, CA. Principal Engineer for the design and preparation of construction plans and specifications for the construction of Atwell PA-11 Sewer Lift Station Project.

Westward Sewer Lift Station, City of Banning, CA. Principal Engineer for the evaluation of the existing City of Banning Westward Sewer Lift Station located in the Atwell Development and preparation of a technical memorandum outlining the short-term improvements needed at the Westward Lift Station.

Sewer Lift Stations No. 1 & No. 7, Emerald Bay, City of Laguna Beach, CA. Principal Engineer for the evaluation of the existing City of Laguna Beach Sewer Lift Stations No. 1 & No. 7 in the Emerald Bay Service District.

Rancho Miramonte SPA Private Sewer Lift Station, City of Chino, CA. Principal Engineer for the design and preparation of construction plans and specifications for two (2) submersible sewage grinder pumps, piping, and valving for the Rancho Miramonte SPA private Sewer Lift Station.

Woodland Mausoleum Expansion Phase 1 Project, Town of Colma, CA. Principal Engineer for the design and preparation of construction plans and specifications for the Woodland Mausoleum Expansion Phase 1 Project in the Town of Colma, CA
Preserve City of Chino Sewer Lift Station Project, City of Chino, CA. Principal Engineer for the design and preparation of construction plans and specifications for the construction of the Preserve City of Chino Sewer Lift Station Project.

Blandwood Road and True Avenue Sewer Lift Station Replacement, City of Downey, CA. Principal Engineer for the design of the City of Downey Blandwood Road and True Avenue Sewer Lift Station Replacement project. This project was selected to receive the 2017 APWA BEST Award for the category of Drainage, Water, Wastewater serving a population between 100,000 to 200,000.

Chino Hills Pine Valley Estates Sewer Lift Station, Chino Hills, CA. Principal Engineer for the design and preparation of construction plans and specifications for the City of Chino Hills Pine Valley Estates Sewer Lift Station in Chino Hills, CA. The project included a 35-foot deep precast wet well and two submersible sewage pumps, piping, valving, metering, odor control, MCC, standby engine generator, electrical, telemetry and controls for a new development within the City.

SECTION III: STAFFING Page 6 of 7
Proposal for On-Call Civil Engineering for Professional Consulting Services SA RCS
RICHARD C. SLADE & ASSOCIATES LLC

CONSULTING GROUNDWATER GEOLOGISTS
RICHARD C. SLADE, PRESIDENT & PRINCIPAL GROUNDWATER GEOLOGIST Richard Slade's major fields of hydrogeologic emphasis includes groundwater resource development (basin-wide studies, and water well design and construction), and aquifer analysis. His principal projects have involved evaluations of entire groundwater basins; aquifer test analyses; assessment of water quality problems and groundwater degradation; design of water wells for municipal supply; well rehabilitation assessments; monitoring of all phases of water well construction; locating and designing groundwater monitoring networks; and providing expert witness testimony for groundwater litigation. He has performed feasibility studies for determining final locations for new wells, designing new wells, monitoring the construction of new wells, working with drilling contractors, evaluating down-hole problems in existing wells, and developing protocol Highlights
for water well rehabilitation.

Experience
Education
Well No. 29 Rehabilitation, City of Santa Ana, CA:

Richard Slade's Principal Groundwater Geologist providing in-progress • University of California, Los
hydrogeologic support. The project involved evaluation of downwell Angeles BA,
conditions, preparation of project technical specifications, and field Geology, January
oversight activities during rehabilitation of the well. 1966 Well 22, City of Vernon, City of Vernon Public Utilities Department, • University of Southern Vernon, CA: California, MS
Principal Groundwater Geologist for hydrogeologic office and field Engineering Geology, services for preliminary and final designs and construction of Vernon Well 1974 22 well. Well 22 was a city and grant funded municipal well construction Registrations Certificati project to secure and augment groundwater sources in the City of Vernon. ons The well was constructed to a depth of 1,120 feet bgs with a 500 ft deep conductor to hydraulically isolate impacted shallow aquifer systems. The well achieved a pumping rate of 2,500 GPM, with a specific capacity of 26.8 GPM/foot.

Well No. 28D Design, Liberty Utilities, Bellflower, CA:

Principal Groundwater Geologist for hydrogeologic office and field services for well rehabilitation evaluation and development of a well rehabilitation program. The project included designing, installing, and testing a new well liner, achieving a pumping capacity of 3,000 GPM.

Rehabilitation of Wells 41 and 43, Anaheim Public Utilities Department, Anaheim, CA:

Principal Groundwater Geologist for hydrogeologic office and field services for well rehabilitation evaluation and development of a well rehabilitation program. The project included designing, installing, and testing a new well liner, achieving a pumping capacity of 3,000 GPM.

SECTION III: STAFFING Page 7 of 7
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

ASSOCIATES
SECTION IV: QUALIFICATIONS
RELATED EXPERIENCE WATER PROJECTS FOR THE LAST 5 YEARS

CITY OF ANAHEIM
YEAR COMPLETED: 2018
CONSTRUCTION COST: $405,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Phong Tran
Water Main Replacement Projects: Pepper Creek Way, Fern Haven Lane, and Hadrians Crescent Prepared plans, specifications, and cost estimates replace approximately 1,500 linear feet of existing cast iron pipe (CIP) to polyvinyl chloride (PVC) pipe along various streets within Anaheim Hills. The pipes were installed between 1960s and 1970s, and were in need of replacement due to external corrosion of the pipeline. As a result, the corrosion causes numerous main breaks rendering water loss

BOY SCOUTS OF AMERICA
YEAR COMPLETED: Estimated 2025
CONSTRUCTION COST: $1, 255,455
SAA TEAM: PMs - Shahnawaz Ahmad, John Robinson
Engrs - Jorge Lovo, Adam Roesch CADD - Phong Tran
Surveyor - Robert Martinez
ELECTRICAL ENGINEER: Linkture
GEOTECHNICAL ENGINEER Geo-Advantec
Trask Scout Reservation Water System Rehabilitation and Enhancement Project Design Services for the design-build project of the Trask Scout Reservation Water System Rehabilitation Project at the Boy Scout Camp located in the foothills of the City of Monrovia. The water at the campsites is currently non-potable. The project will provide corrective measures to bring the water system up to the State Water Resources Control Board, Division of Drinking Water Standards to provide the campers with clean drinking water. Due to fires and mudslides, this project has been delayed

CITY OF CHINO
YEAR COMPLETED: 2018
CONSTRUCTION COST: $3,400,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Phong Tran
SURVEYOR: On-Point Land Surveying, Inc.

Quadrant I Water Main Replacement Project
Prepared plans and specifications for approximately 10,940 ft. to replace segments of existing pipe throughout the City with new 8-inch C900 Polyvinyl Chloride (PVC) in order to improve the existing water system. In addition, the project consists of the replacement or reconnection of existing service laterals within the project area as a result of the replacement of the existing water main. The work also involves reconnections to existing water mains. There were a few locations where the new water mains & existing sewer mains did not meet the minimum separation requirements. DDW was consulted and after some revisions to the plans, the alignments were approved

CITY OF CHINO HILLS
YEAR TO BE COMPLETED: 2024
CONSTRUCTION COST: $3,700,000
SAA TEAM: PM - Shahnawaz Ahmad, Engsr - Jorge Lovo, Adam Roesch ENGINEERS: CADD - Hugo Magana, Surveyor - Robert Martinez SECTION IV: QUALIFICATIONS Page 1 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA **SOCiATES
English Road Recycled Water Pipeline
Providing engineering design approximately 6,870 LF of recycled water line on English Road, 830 LF of recycled water line on Village Center Drive between English Springs Park and Country Springs Elementary School, and 1,130 LF of recycled water line on English Place The total construction length is approximately 8,870 LF of new 12" PVC. The goal for this project is to extend its existing recycled water line system with the purpose of providing an environmentally preferred water source for irrigation such as to reduce domestic water use from parks, schools, and residential/equestrian properties.

CRESCENTA VALLEY WATER DISTRICT
YEAR COMPLETED: 2018
CONSTRUCTION COST: $1,245,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Phong Tran
ELECTRICAL ENGINEER: Linkture Consulting Engineers
Design of Well No. 2
Prepared plans for CVWD's Well No. 2 at Ordunio Reservoir. The project consisted of a new 150 gpm submersible pump and motor for Well No.2, onsite piping, a chorine feed system using sodium hypochlorite, a nitrate removal treatment facility, upgrade of two existing booster pumps, installation of a masonry or pre-fabricated operations building, installation of a "carport" type building over concrete pad for the nitrate removal facility, water, sewer, and gas services, electrical and telemetry system, pavement and other on-site improvements. The nitrate reduction technology named ARoNite, featured high-efficiency reduction with minimal biomass waste generation. SA Associates also provided Construction Support Services is assisting the District for permitting of the well through the State Department of Drinking Water (DDW). This project received multiple awards which include: the American Council of Engineering Companies Project of the Year Award in February, 2019; second place for the 2019 Clair A. Hill Agency Award for Excellence by the Association of California Water Agencies; ASCE MLAB LA Section Award; and APWA Southern California BEST Award in 2019.

CITY OF HUNTINGTON BEACH:

YEAR COMPLETED: 2019
ENGINEER'S ESTIMATE $444,500
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch ENGINEERS: CADD - Phong Tran
Water Valves Replacement
Design services for the replacement of water valves in approximately 50 separate locations throughout the City's water system. Over 50% of those locations are expected to be closer to the coast, in area of low elevations where groundwater may be encountered and the other 50% will be located inland. In addition to restoring valve operation, the City will require the construction contractor to carefully remove and bag asbestos cement pipe from each of these valve locations, to collect field data, to collect soil samples, and to store at a location identified by the City for future analysis to determine remaining useful life of ACP as part of the City's Asset Management Program. The valve sizes will be 6" to 12" and will be in-line valves with no vaults.

LONG BEACH UTILITIES DEPARTMENT:

YEAR TO BE COMPLETED: 2024
CONSTRUCTION COST EsT: 57270642
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Brandon Mesker
GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab
SECTION IV: QUALIFICATIONS Page 2 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA * SSOCIATES
SURVEYOR: Robert Martinez
Ximeno Avenue Water Main Improvement
Prepared plans and specifications for approximately 1,790 LF of 8" ductile iron water mains to improve the flow, pressure, and fire protection in the private property of the apartment complex at 1613 Ximeno Ave. The location calls for improvements that serves the apartment complex on 1613 Ximeno Avenue as well as three other commercial developments on Pacific Coast Highway. The new 8-inch DIP main will tie-in to an existing 20" water main (owned by LBWD) near the intersection of Ximeno Avenue and the entrance to the Circle Business Center. The work also included Caltrans encroachment permitting.

YEAR TO BE COMPLETED: 2024
CONSTRUCTION COST EST: $299,141
SAA TEAM: PM - Shahnawaz. Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Brandon Mesker, Surveyor - Robert Martinez GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab
Queensway Drive Water Main Improvement
Prepared plans and specifications for approximately 510 LF of 12" water mains to improve the flow, pressure, and fire protection by replacing the existing water mains in the 600 and 700 Queensway Drive area. The location calls for improvements that serves two hotel developments. Most of the existing water main is an 8-inch in diameter asbestos cement (AC) pipe, which was constructed in 1993. The remaining water main to be replaced, adjacent to Queensway Drive, is an 8-inch ductile iron pipe (DIP), which was constructed in 2002. The 8-inch DIP main tie-ins to an existing 20-inch water main (owned by Port of Long Beach) near the northern parking entrance

CITY OF LYNWOOD
YEAR TO BE COMPLETED 2024
ENGINEER'S ESTIMATE: $1,108,000 (30% submittal)
PROJECT MGR.: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch ENGINEERS: CADD - Hugo Magana, Surveyor - Robert Martinez Long Beach Meter Upgrade and Line Abandonment Project
Providing engineering services to design improvements to the existing water main located along the easterly side of Long Beach Boulevard, between Euclid Avenue on the south end and Josephine Street on the north end. Improvements consist of relocating water services laterals from back of the properties to the front, and reconnecting them to the existing water main running along the easterly side of Long Beach Boulevard. An existing cast iron water main located in the back of properties (patios/backyards) along the easterly side of Long Beach Boulevard that presently supplies water to service laterals will be abandoned, once all services have been relocated from the back of properties to the front, and reconnected to the existing main on Long Beach Boulevard. Approximately 1,985 LF of water main will be added to the system in order to accomplish this task. Work also includes meter upgrades and tie-ins to adjacent water, any potential fire hydrants, water valves, others, such as to complete in place the improved water system. PS&E will be prepared per City, local, and federal standards, and as per any agency recommendations having jurisdiction.

CITY OF ONTARIO:

YEAR COMPLETED: 2022
CONSTRUCTION COST: $10,405
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Surveyor - Robert Martinez
Surveyor - Robert Martinez
GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab
SECTION IV: QUALIFICATIONS Page 3 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA *=SOCIATES
Water Main Replacement
Prepared plans and specifications for approximately 25,430 LF of water mains at 30 various locations.

The improvements will replace existing water mains of diameters ranging from 2" to 12" to proposed 8" and 12" sizes. In addition, at one of the locations, OMUC desires to install 450 LF of new 8" water main.

The improvements will include replacement of service laterals, fire hydrants and other related appurtenances.

CITY OF POMONA
YEAR TO BE COMPLETED: 2024
ENGINEER's ESTIMATE: $3,762,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch ENGINEERS: Engr - Raul Garibay, CADD - Hugo Magana, Brandon Mesker Utility Pipeline Survey & Drawing Services
Providing engineering design and surveying services to rehabilitate and/or replace existing water mains in various streets throughout the City. The project also consists of providing topographic survey that will later be used by the City to create construction drawings for sewer main spot repair, cured-in-place pipe (CIPP) rehabilitation, and/or replacement in various streets throughout the City.

YEAR COMPLETED: 2023
CONSULTANT FEE: $72,000
SAA TEAM: PM - Shahnawaz Ahmad
Engrs - Raul Garibay, Jorge Logo, Adam Roesch
Update of City's Standard Plans for Water and Sewer
Preparation of Written and Drawn Utility Construction Standards Manual related to the City's Water, Sewer, and Storm Water facilities (Project). This is a full update to the existing land development utility construction document, which will replace the current document that only includes standards for water construction. This manual will not only include written standards but AutoCAD drawn standards for water, wastewater, and storm water. The final version of this manual is to be posted on the City's website for public reference.

SANTA CLARITA VALLEY WATER AGENCY
YEAR TO BE COMPLETED: 2024
ENGR'S ROUGH ESTIMATE: Bouquet ($1.2 M to $2 M,) Tank #3 $800.000 to $1.2 M) SAA TEAM: PM - Jorge Lovo, Adam Roesch
CADD - Hugo Magana, Surveyor - Robert Martinez
Bouquet Tank and Tank No. 3 Pipeline Replacement Project Currently providing engineering design services for replacement of approximately 1,260 liner feet (LF) of 14" asbestos cement pipe (ACP), 16-inch steel pipe, and 16-inch polyvinyl chloride (PVC) pipe connecting Bouquet Tank to the existing water main in a trail on the west side of Central Park. In addition, the Project consists of the replacement of approximately 1,160 LF of 8" steel pipe in Haskell Vista Lane connecting Tank #3 to the existing water main in Cross Street. The work also includes possible replacement of fire hydrants where applicable, trench width pavement restoration, and other incidentals, all in compliance with SCVWA Standards, the latest AWWA Standards, and the Project Specifications
YEAR TO BE COMPLETED: 2024
ENGINER'S ESTIMATE: $2,675,000
SAA TEAM PM - Jorge Lovo, Adam Roesch
CADD - Hugo Magana, Surveyor - Robert Martinez
Old Road Pipeline Replacement Project
SECTION IV: QUALIFICATIONS Page 4 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA *ESOCIATES
Currently providing engineering design services for replacement of approximately 4,670 liner feet (LF) of 14-inch polyvinyl chloride (PVC) pipe on The Old Road between McBean Parkway and Pico Canyon Road. The work aiso includes tie-ins to the adjacent water mains in Steinbeck Avenue, Oliver Way, Constitution Avenue and several shopping center parking lots, possible replacement of fire hydrants where applicable, reconnection to existing fire services, trench width pavement restoration, and other incidentals, all in compliance with SCVWA Standards, the latest AWWA Standards, and the Project Specifications.

CITY OF SIERRA MADRE
YEAR COMPLETED: 2021
CONSTRUCTION COST: $7,706,600
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch Engr - Phong Tran, CADD - Hugo Magana, Brandon Mesker
QA/QC - Eric Schoenen
2020 Water Main Program
Preparing plans, specifications, and cost estimates to replace 21 segments of existing pipe at various locations that date from the 1930's. The project has been divided into four (4) bid segments with an approximate length of 20,300 ft. Conditions of the existing steel water mains and service laterals are poor and worsening rapidly from the inside and outside of the pipes. The project will also involves abandoning the existing main and laterals upon completion of the replacement facilities. The water mains will be replaced with the same diameter size, except for the existing 2-inch mains where it will be upsized to a 4-inch. The proposed material will be polyvinyl chloride (PVC) C-909. As necessary, the existing fire hydrants, valves, meters, and appurtenances will be replaced as well, or added to the new proposed system. All water service and fire hydrant laterals will be replaced. Existing water mains will be put out of service/abandoned only when the new water mains are installed, inspected and tested so as to keep fire and services available during construction.

CITY OF SOUTH GATE
ANTICIPATED COMPLETION: 2023
CONSTRUCTION COST: $4,486,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch Engr - Raul Garibay. CADD - Hugo Magana, Brandon Mesker Surveyor - Robert Martinez
GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab
Water Main Replacement Project, Phase 1, City Project No. 689-WTR Currently preparing plans, specifications, and cost estimates to replace approximately 17,130 LF of cast iron water mains with 8" and 12" ductile iron pipe. The street segment to be replaced have been identified as having deficiencies in pressure, reliability, velocity, and fire flow capacity. The location extends beyond the City boundaries within the City of Lynwood right-of-way and along State Street and connects back to the City along Tweedy Boulevard, Minnesota Avenue, Wisconsin Avenue, Michigan Avenue, Sequoia Drive, and Cherokee Avenue.

RELATED EXPERIENCD SEWER PROJECTS FOR THE LAST 5 YEARS

CITY OF ALHAMBRA
YEAR COMPLETED: 2019
CONSTRUCTION COST: $1,113,552
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magaña, Phong Tran
Main Street Sewer Replacement Project
SECTION IV: QUALIFICATIONS Page 5 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

SOCIA I ES
Replacement of approximately 1,858 LF of an existing 8-inch sewer main with a 12-inch sewer main on ain Street, between Bushnell Avenue and Atlantic Boulevard. The existing 8" sewer main is locater on the westbound lanes of Main Street. The City's Sewer System Rehabilitation Plan identified thi location as the highest priority for improvements due to its aging conditions and to improve sewage flow capacity in the area.

CITY OF GARDEN GROVE SANITARY DISTRICT
COMPLETION DATE: 2024
ENGINEER'S ESTIMATE $2,896,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Surveyor - Robert Martinez
GEOTECHNICAL: Geo-Advantec, Inc.

POTHOLING: BESS Testlab, Inc.

Sewer System Rehabilitation Plan, Phase 1, Project 4
Prepared plans, spefications, and cost estimates for Garden Grove Sanitary Sewer District Sewer System Rehabilitation Plan, Phase 1, Project 4 which includes 5,100 st/ pf VCP and CIPP sport repairs on various City Streets.

CITY OF INGLEWOOD
YEAR COMPLETED: 2017
ENGINEER's ESTIMATE $1,528,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Phong Tran
On-Point Land Surveying, Inc.

Sewer Main Replacement Project, Phase 1
Prepared plans for the upgrade/repair of segments of the exiting 8" to 15" vitrified clay pipe throughout the City to improve the existing sewer system. In addition, the project consisted of the replacement or reconnection of existing sewer laterals within the project area. as a result of the replacement of the existing VCP.

CITY OF MANHATTAN BEACH
YEAR COMPLETED: 2024
ENGINEER'S ESTIMATE: $1,069,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Surveyor - Robert Martinez
GEOTECHNICAL: Geo-Advantec, Inc
Cycle 3 Sewer Infrastructure Improvements
Prepared plans and specifications for approximately 1,160 LF of sewer reaches throughout the City.

The work includes review of CCTV video.

YEAR COMPLETED: 2021
ENGINEER'S ESTIMATE: $1,165,800
SAA TEAM: PM - Jorge Lovo, QA/QC - Shahnawaz Ahmad
Engrs - Adam Roesch, Phong Tran
CADD - Hugo Magana, Brandon Mesker, Surveyor - Robert Martinez GEOTECHNICAL Geotechnical - Geo-Advantec, Inc., CCTV- Performance Pipelne Cycle 2 Sewer Infrastructure Improvements
Prepared plans and specifications for various sewer reaches throughout the City, including 2,150 ft. of 6" and 8" CIPP sewer rehabilitation, and 25 VCP point repairs with lengths between 12 ft and 42 ft.

SECTION IV: QUALIFICATIONS Page 6 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

CITY OF MONTEREY PARK
YEAR COMPLETED: 2020
ENGINEER'S ESTIMATE: $1.78 M Sewer, $720,000 Water, Combined cost $2.5M SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Phong Tran, Surveyor - Robert Martinez Water & Sewer Improvements along Atlantic Boulevard
Prepared plans & specifications for water & sewer main improvements on Atlantic Blvd. from W. Hellman Avenue to W. Newmark Avenue with a 12-inch ductile iron water main of approx. 2,030 ft. length, and about 2,450 ft of 12-inch HDPE sewer via pipe bursting. Sewer will also be improved along Garvey Austing and inter of 0 inch A via Bid trench. ater and ever in roe men miles in pine of laterals, installation of new fire hydrants/services, valves, sewer manholes abandonment of existing mains, tie-in to existing systems, pre/post CCTV videos, paving and striping restoration.

CITY OF NORWALK
YEAR COMPLETED 2019
ENGINEER'S ESTIMATE: $1,468,000
SAA TEAM: PM - Eric Schoenen, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Phong Tran
SURVEYOR: On-Point Land Surveying, Inc.

FY 2017/18 Sewer Main Repair Project
Provided engineering design services to repair or replace (based on current condition) numerous segments of existing 8-inch to 18-inch sewer mains throughout the City to improve the existing sewer system as identified from a detailed investigation as a part of the 2014 Sewer System Management Plan (SSMP). The investigation consisted of a citywide CCTV survey of the existing sewer system to identify segments with defects. As a result, the City has identified 60 sewer reaches deemed as high priority for repair/replacement. Trenchless technology was used in sections to be employed to prepare the existing pipe to be acceptable to serve as a host pipe for CIPP lining.

CITY OF POMONA
YEAR COMPLETED 2024
CONSULTANT FEE: $58,500
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana
Topographic Survey for Future Sewer Main Projects
Provided topographic survey that will later be used by the City to create construction drawings for sewer main spot repair, cured-in-place pipe (CIP) pipe rehabilitation, ad/or replacement in 6 locations througout the City. The total length of the existing sewer main to be surveyed was approximately 2,710 ft.

CITY OF WHITTIER
YEAR COMPLETED 2019
ENGINEER'S ESTIMATE: $4,100,000
SAA TEAM: PM - Shahnawaz Ahmad, Engrs - Jorge Lovo, Adam Roesch CADD - Hugo Magana, Phong Tran
POTHOLING BESS Testlab, Inc.

TRAFFIC CONTROL JMDiaz, Inc.

Sewer Main Phase | Project
Design services to replace a total of approximately 11,000 linear feet (LF) of existing 6-inch to 10-inch sewer main to new 8-inch to 16-inch diameter polyvinyl chloride sewer pipeline at various locations.

Improvements address deficiencies in flow capacity and reduce the risk of overflows.

SECTION IV: QUALIFICATIONS Page 7 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

REFENCES OF WORKED PERFORMED FORM FOR SA ASSOCIATES

1. Name of Reference City of Anaheim Public Utilities Department Address 201 S. Anaheim Boulevard, Anaheim, CA 92805
Contact Name Dan Setty, Associate Engineer Phone Number: 232-232-2225 Email: [email protected]
Dates of Business 10/2014 - 4/2016
Project Country Gien Way Water Main Replacement
Name of Reference Central Basin Municipal Water District Address 6252 Telegraph Road, City of Commerce, C 90040
Contact Name Jacqueline Koontz (now with Norwalk) Phone Number: 562.929.5926 Email: [email protected]
Dates of Business 4/2017 - 7/2019
Project Recycled Water Extension in the City of South Gate

3. Name of Reference City of Chino Hills
Address 1400 City Center Drive, Chino Hills, CA 91709
Contact Name Danny Hernandez, Associate Engineer Phone Number: 909.364.2760 Email: [email protected]
Dates of Business 7/2017 - 3/2018
Project English Road Recycled Water Line
Name of Reference Crescenta Valley Water District
Address 2700 Foothill Boulevard, La Crescenta, CA 91214 Contact Name David Gould, now with DMc Engineering Phone Number: 949.753.9393 Email: [email protected]
Dates of Business 10/2015 - 9/2018
Project Design of Well No. 2 and related facilities
Name of Reference City of Inglewood
Address One Manchester Boulevard, Inglewood, CA 90312
Contact Name Boytrese Osias, Sr. Engineer Phone Number: 310.412.5333 Email: [email protected]
Dates of Business Water: 1/2016 - 4/2016
Project Water Main Replacement Phase V, Sewer Main Replacement Phase 1

6. Name of Reference City of Monterey Park
Address 320 Newmark Avenue Park, CA 01854
Contact Name Ziad Mazboudi, Interim City Engineer Phone Number: 626.532.2018 Email: [email protected]
Dates of Business Atlantic 8/2018 - 6/2020 CGTS 1/2017 - 1/2019 SECTION IV: QUALIFICATIONS Page 8 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

ASSOCIATES
Projects Sewer & Water Improvements along Atlantic Boulevard Centralized Groundwater Treatment System Design

7. Name of Reference City of Ontario Municipal Utilities Company Address 1425 S. Bon View Avenue, Ontario, CA 91761
Contact Name Omar Gonzalez, Sr. Assoc. Civil Engineer Phone Number: 909.395.2578 Email: [email protected]
Dates of Business 7/2019 - 12/2021
Project Water Main Designs at various locations

REFENCES FOR STEVEN ANDREWS ENGINEERING
Client Representative
City of Banning Art Vela, Director of Public Works
(951) 922-3134
Emerald Bay Service District Michael Dunbar, General Manager (949) 494-8572
East Orange County Water District David A. Youngblood, General Manager (714) 538-5815
Marygold Mutual Water Company Justin Brokaw, General Manager (909) 877-0516
REFENCES RICHARD C. SLADE AND ASSOCIATES
Client Project Client
Client & Project Information Contact Info
Manager
949.644.3317
City of Newport Beach [email protected]
Benjamin Davis City of Newport Beach
Rehabilitation work on Tamura
Shallow, Tamura Deep, and Dolphin Sr. Civil Engineer 100 Civic Center Drive Shallow, Dolphin Deep Wells Newport Beach, CA 92660
714.562-3672
City of Buena Park Mina Mikhael
Design and construction monitoring [email protected] Director of Public
for new municipal-supply well in Works/City Engineer 6650 Beach Blvd Peak Park Buena Park, CA 90621
949.453.5567
Irvine Ranch Water District [email protected]
5 New Wells & Rehabilitation of Carl Spangenberg Irvine Ranch Water District Numerous Wells Senior Engineer 3512 Michelson Drive
Irvine, CA 92612
SECTION IV: QUALIFICATIONS Page 9 of 9
Proposal for On-Call Civil Engineering for Professional Consulting Services SA SECTION V: APPENDIX
This section includes resumes of Non-Key Staff and Project Experience Tables For reference, the Organization Chart is pictured below:

Names in green font indicate Non-Key
Staff
Project Manager | Primary Contact
Shahnawaz Ahmad, PE, QSD
Engineers Wastewater Engineering
Jorge Lovo, PE, LEED GA, Steven Andrews Engineering

QSD/QSP
Raul Garibay, PE
Hydrogeologist
Adam Roesch, EIT, CPSWQ, Richard C. Slade & Associates, LLC

QSD/QSP
John Robinson, EIT
(John Robinson Consulting, Inc.) Hydraulic Modeling
Eric Schoenen, PE Akel Engineering Group
Mel Sukow. PE
Electrical/SCADA
Linkture Consulting Engineers
Technician/AutoCAD Support Surveyor
Hugo Magaña Robert Martinez
Geotechnical Traffic Control Potholing
Geo-Advantec, Inc. JMD, Inc. Bess Testlab Inc.

Support Staff
SECTION V: APPENDIX Page 1 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services RAUL GARIBAY, P.E.

Engineer
Mr. Garibay has over 39 years of experience in water-related projects. He retired from the City of Pomona after serving as Supervising Water Resources Engineering.

RELATED EXPERIENCE

CITY OF MONTEREY PARK
• Currently providing Construction Management and Inspection services for the Centralized Groundwater Treatment System (CGTS) for the Deita Plan, located in the city of Rosemead. The CGTS consists of advanced oxidation (AO) involving ultraviolet (UV) and hydrogen peroxide to destroy volatile organics (VOCs) and 1,4- dioxene, downstream liquid-phase granular activated carbon (LGAC) to absorb any residual contaminants.

CITY OF POMONA
As Supervising Water Resources Engineer:
• Supervised engineering group in the Water Resources Department • Participated in interview boards for other municipalities • Developed and implemented Sanitary Sewer Management Plan • Conducted sewer and water plan reviews for private and public projects; reviews REGISTRATION:
included compliance checks with current health regulations and inspection of field installations
• City's liaison on various water committees such as Chino Basin Watermaster, CERTIFICATION:

Three Valleys MWD, and Six Basins Board Grade V. No. 14 Operator, • Developed and Implemented 2005 Urban Water Management Plan • Project Manager for Water and Sewer Master Plan Water Distribution Operator, • Reviewed developers' water and sewer utility plans Grade II, No. 29625 • Project Manager for various water and sewer related projects: ranged from pipeline to treatment plants
• Liaison with the California Department of Health Services

CITY OF BURBANK
As Planning and Engineering Manager:
• Supervised team that coordinated with outside developers on construction and planning projects
• Planned, coordinated, and negotiated with other city departments to ensure integration with their projects Liaison on other city departments on the widening of Interstate 5 project

CITY OF PASADENA
As a Civil Engineer for the City of Pasadena:
• Project Manager for Water Master Plan
• Developed and Utilized Department's Water Hydraulic Modeling • Participated in multi-departmental group that developed the City's GIS Base map • Reviewed building plans for impacts on the water system • Created plans and specifications of water pipeline projects • Participated on engineering review hiring boards for various cities • Presented analysis of water system hydraulic model to public Planning Committee to support for upcoming water projects
• Co-City representative for the Raymond Basin Management Board • Developed and negotiated water system interconnection with neighboring water agencies • Developed and procured annual storage groundwater rights with basin agencies to ensure the City's annual groundwater rights
• Project Manager for the water quality laboratory rehabilitation Investigated and implemented improvements to water quality laboratory processes SECTION V: APPENDIX Page 2 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA HUGO MAGAÑA
Technician/AutoCAD Designer
Mr. Magaña is a Designer/Draftsman. He is involved in a variety of street, sewer, and water projects, providing technical and CAD assistance to our team. His expertise is in GIS software and AutoCAD.

RELATED EXPERIENCE

CITY OF ALHAMBRA
• Main Street Sewer Replacement - AutoCAD Designer, Replacement of approximately 1,858 LF of an existing 8-inch sewer main with a 12-inch sewer main on Main Street, between Bushnell Avenue and Atlantic Boulevard.

BOY SCOUTS OF AMERICA
• Trask Scout Camp Water System Rehabilitation and Enhancement Project - Design services for design-build project at the Boy Scouts camp in the city of EDUCATION:

Monrovia foothills. BS. Mechanical Engineering
CITY OF ANAHEIM Engela and ecology
Pepper Creek Way, Fern Haven Lane and Hadrians Crossing Water Main Replacement - Prepared plans for 1,500 linear feet of PVC Water Main alifornia State University Replacement from cast iron pipe illerton, College c
Engineering and Technology

CENTRAL BASIN MUNICIPAL WATER DISTRICT
• Recycled Water Pipeline System Extension in the City of South Gate - Plans AFFILIATIONS:
for 24,600 linear feet of 8" - 20" recycled pipeline. - Engineers for a Sustainable Worid, Cal State Long Beach
- Center for Academic Support

CITY OF CHINO
• Quadrant I Water Main Replacement Project - Plans for design of 11,000 ft. of in Engineering and Computer Science, Cal State Fullerton
12" DIP with a new 8" C900 Polyviny! Chloride. Scope included - Sociely of Mexican American replacement/reconnection of existing service laterals. Engineers and Scientists, Cal State Fullerton and Cal
CITY OF CHINO HILLS State Long Beach
• Providing utilities research and preparing plans 6,870 LF of recycled water line on English Road between Peyton Drive and Village Center Drive, 830 LF of recycled water line on Village Center Drive between English Springs Park and Country Springs Elementary School, and 1,130 LF of recycled water line on English Place between English Road and the end of the existing water easement to the south. The total construction length is approximately 8,830 LF

CITY OF HUNTINGTON BEACH
• Water Valves Replacement - Design services for water valve replacement in 50 locations throughout the City's water system. The in-line valves with no vaults range from 6: to 12".

CITY OF INGLEWOOD
• AutoCAD Designer for preparation of plans for the upgrade/repair of segments of the exiting 8" to 15" vitrified clay pipe throughout the City to improve the existing sewer system under the Sewer Main Replacement Program Phase I. In addition, the project consisted of the replacement or reconnection of existing sewer laterals within the project area as a result of the replacement of the existing VCP.

KINNELOA IRRIGATION DISTRICT
• Sierra Madre Villa & Villa Heights Water Main Improvement Project - Plans, for the installation of approximately 1,360 linear feet (LF) of new 8" DIP to connect the existing 8" DIP in Sierra Madre Villa Avenue, just north of Windover Road, with the existing 8-inch DIP at the intersection of Villa Heights and Villa Heights Road.

LONG BEACH UTILITIES WATER DEPARTMENT
• Conducted utility research and preparation of plans for the Ximeno Ave. Water Main Improvement project which includes approximately 2,230 LF of 8" ductile iron water mains to improve the flow, pressure, and fire protection in the private property of the apartment complex at 1613 Ximeno Ave.

SECTION V: APPENDIX Page 3 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA A TES
• Conducted utility research and preparation of plans for the Queensway Drive Water Main Improvement project which includes approximately 510 LF of 12" ductile iron water mains to improve the flow, pressure, and fire protection by replacing the existing water mains in the 600 and 700 Queensway Drive area.

CITY OF LYNWOOD
• Conducted utilities research for Long Beach Meter Upgrade and Line Abandonment Project to design improvements to the existing water main located along the easterly side of Long Beach Boulevard, between Euclid Avenue on the south end and Josephine Street on the north end, for approximately 1,985 ft, The work also includes meter upgrades and tie-ins to adjacent water, any potential fire hydrants, water valves, others, such as to complete in place the improved water system. Provided Spanish translation of Right-of-Entry forms to be signed by non-English speaking residents.

CITY OF MONTEREY PARK
• Water Improvements Atlantic Boulevard - Plans for a 12"2,030 feet ductile iron main, replacement of laterals, new fire hydrants/services, valves, abandonment of existing mains, tie-in to existing system, pre/post CCTV videos, paving and striping restoration.

CITY OF NORWALK
• FY 2017/18 Sewer Main Repair Project - AutoCAD Designer, Engineering design services to repair or replace (based on current condition) numerous segments of existing 8-inch to 18-inch sewer mains throughout the City to improve the existing sewer system as identified from a detailed investigation as a part of the 2014 Sewer System Management Plan (SSMP). The investigation consisted of a citywide CCTV survey of the existing sewer system to identify segments with defects.

CITY OF ONTARIO
• Water Main Replacement - Plans for 25,430 linear ft. of 2" -12" water mains at 30 locations. The new mains will be 8" -12" in diameter. The scope also includes a new 450 linear ft. water main, along with replacement of service laterals, fire hydrants and related appurtenances.

CITY OF POMONA
• Currently providing design and surveying services for various water mains and topographic survey for sewers that will iater be used by the City to create drawings for sewer main projects. • Preparation of Written and Drawn Utility Construction Standards Manual related to the City's Water, Sewer, and Storm Water facilities (Project). This is a full update to the existing land development utility construction document, which will replace the current document that only includes standards for water construction.

SANTA CLARITA VALLEY WATER AGENCY
• Condcuted utilities research and preparing plans for Bouquet Tank Pipeline & Tank #3 - Replacement of 2,420 ft. of steel & PVS pipe
• Conducted utilities research and plans for Old Road Pipeline - Replacement of 4,670 ft. of PVC pipe.

CITY OF SIERRA MADRE
project also involved abandoning the existing main and laterals upon completion of the replacement facilities.

The water mains were replaced with the same diameter size, except for the existing 2-inch mains that were upsized to 4-inch.

CITY OF SOUTH GATE
• Conductied utility research and prepared plans for Water Main Replacements Project, Phase 1 for various street segments. The work includes 11,380 LF of 8" ductile iron pipe (DIP) and 5,750 LF of 12" DIP to replace existing cast iron pipe (CIP) water mains in street segments that have been identified as having deficiencies in pressure, reliability, velocity, and fire flow capacity.

CITY OF WHITTIER
• Sewer Main Phase 1 Project - AutoCAD Designer, Design services to replace a total of approximately 11,000 linear feet of existing 6-inch to 10-inch sewer main to new 8-inch to 16-inch diameter polyvinyl chloride sewer pipeline at various locations. Improvements address deficiencies in flow capacity and reduce the risk of overflows.

SECTION V: APPENDIX Page 4 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA ATES

ROBERT MARTINEZ
Surveyor
Mr. Martinez has over 30 years of experience in providing professional land surveying services to both public and private infrastructure projects in all areas relating to land development including:
• Infrastructure and improvement design for grading, streets, storm drains, utilities and associated matters.

Preliminary land planning, tentative and final map processing, land use and feasibility studies. EDUCATION:
• A.L.T.A., architectural, boundary and topographic survey, entitlement analysis, right- California State Polytechnic
of-way engineering and preparation of legal descriptions. University, Pomona - June • GPS Surveying. 1989
Civil Engineering (Survey Minor)

RELATED EXPERIENCE

EGISTRATION
egistered Civil Enginee
BOY SCOUTS OF AMERICA California
• Surveyor for Camp Trash Water System. Project scope is improvement and No. 54360 enhancement of an existing drinking water system in Monrovia Canyon. New construction will include a new 75,000-gallon steel bolted water tank, concrete pad Registered Land Surveyor, California
and related piping. No. 6966

KINNELOA IRRIGATION DISRTICT
• Surveyor for East West Tank Connector Pipeline Project. Scope included design of 2,800 ft of 12" DIP including connections to existing 4" steel tunnel line and two LA County Flood Control District channel crossing in a hilly area.

LONG BEACH UTILITIES DEPARTMENT
• Surveyor for the Ximeno Avenue Water Main Improvement project which includes approximately 1,790 LF of 8" ductile irons water mains
• Surveyor for the Queensway Drive Water Main Improvement project which includes approximately 1,050' of water mains.

CITY OF LYNWOOD
• Surveyor for Long Beach Water Meter Upgrade Topographic Project

CITY OF MANHATTAN BEACH
• Surveyor for Sewer Infrastructure Improvement Project for various sewer reaches throughout the City.

CITY OF MONTEREY PARK
• Surveyor for Water & Sewer Improvement along Atlantic Boulevard. Scope includes water and sewer main improvements of approximately 3,700 linear feet.

CITY OF ONTARIO
• Surveyor for Water main replacement of approximately 25,430 LF of water mains at 30 locations.

CITY OF POMONA
• Surveyor for Waterline Improvement Project

SANTA CLARITA VALLEY WATER AGENCY
• Surveyor for Bouquet Tank Pipeline & Tank #3 or replacement of 2,420 ft. of steel & PVS pipe and Old Road Pipeline for replacement of 4,670 ft. of PVC pipe.

CITY OF SIERRA MADRE
• Surveyor for the 2020 Water Main Design Program with an approximate length of 20,300 ft.

CITY OF SOUTH GATE
• Surveyor for Water Main Replacement, Phase 1, with an approximate length of 17,100 ft.

SECTION V: APPENDIX Page 5 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

ADAM ROESCH, PE, CPSWQ, QSD/QSP
Engineer
Mr. Roesch serves as an engineer for various projects, including water main, wells, sewer, storm, & street projects. Due to his knowledge of engineering principles, Mr.

Roesch provides valuable engineering assistance to SA Associates. Aiso, due to his past and part-time experience in environmental engineering/water quality, Mr.

Roesch provides valuable technical assistance, especially in areas related to NDES permitting.

PROJECT EXPERIENCE

CITY OF ALHAMBRA
• Westmont Drive Water Main Replacement - Engineering design and construction support services for the replacement of approximately 3,500 ft. of 4" and 14" water mains. EDUCATION:
alifornia State University, Lon
each, B.S. Civil Engineerin

CITY OF ANAHEIM
• Pepper Creek Way, Fern Haven Lane and Hadrians Crossing Water Main REGISTRATION:

Replacement - Plans, specifications and cost estimates for 1,500 linear feet of PVC Water Main Replacement from cast iron pipe.

Country Glen Way Water Main Replacement - Plans, specifications and cost CERTIFICATIONS:
estimates for 5,300 linear feet of 6" and 8" PVC C-900 pipe in multiple side Certified Professional in Storm Water Quality (CPSWQ)
streets. The project was located in a condominium complex. Certificate No. 1022 BOY SCOUTS OF AMERICA Qualified SWPPP Developer
• Trask Scout Camp Water System Rehabilitation and Enhancement Project - Design services for design-build project at the Boy Scouts camp in the city of Qualified SWPPP Practitioner Certificate No. 25508

CENTRAL BASIN MUNICIPAL WATER DISTRICT
• Recycled Water Pipeline System Extension in the City of South Gate - Plans and SOFTWARE:
specifications, and estimate of probable construction costs for 24,600 linear feet Microsoft Office of 8" - 20" recycled pipeline. Autodesk (AutoCAD

CITY OF CHINO
Prepared plans & specifications for the Quadrant I Water Main Replacement Project which consists of 10,940 ft. of 8" PVC pipe to improve the existing water system.

CITY OF CHINO HILLS
• Providing engineering design approximately 6,870 LF of recycled water line on English Road between Peyton Drive and Village Center Drive, 830 LF of recycled water line on Village Center Drive between English Springs Park and Country Springs Elementary School, and 1,130 LF of recycled water line on English Place between English Road and the end of the existing water easement to the south. The total construction length is approximately 8,830 LF

CITY OF HUNTINGTON BEACH
• Water Valves Replacement - Design services for water valve replacement in 50 locations throughout the City's water system. The in-line valves with no vaults range from 6: to 12".

CITY OF INGLEWOOD
• Water Main Projects - various projects which included plans and specifications for water main replacement on various street segments; 3,000 ft. of 8" ductile iron pipe water mains; and Phase V Water Main Replacement of 10,000 ft. of ductile iron pipe.
• Prepared plans and specifications for the upgrade/repair of segments of the existing 8" to 15" vitrified clay pipe throughout the City to improve the existing sewer system under the Sewer Main Replacement Program Phase I.

SECTION V: APPENDIX Page 6 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA *2S0CIA=E8

KINNELOA IRRIGATION DISTRICT
• East-West Irrigation District Pipeline Project - Plans, Specifications, cost estimates, design, and construction support services for 2,800 ft of 12" DIP, including connections to the existing main. Scope also included design of 960 ft. of 4" DIP, connections to an existing 4" steel tunnel line and two channel crossings.

LONG BEACH UTILITIES DEPARTMENT
Design of Avenue Water Main Improvement project which includes approximately 2,230 LF of 8" ductile iron water mains to improve the flow, pressure, and fire protection in the private property of the apartment complex at 1613 Ximeno Ave. The work included Caltrans encroachment permitting. • Design of Queensway Drive Water Main Improvement project which includes approximately 510 LF of 12" ductile iron water mains to improve the flow, pressure, and fire protection by replacing the existing water mains in the 600 and 700 Queensway Drive area.

Prepared plans and specification for the East 27 Street and Via Passilo Cast Iron Water Main Replacement Project which consisted of the replacement of approximately 4,000 feet of 6" & 8" cast iron & ductile pipe.

CITY OF LYNWOOD
Providing services for Long Beach Meter Upgrade and Line Abandonment Project to design improvements to the existing water main located along the easterly side of Long Beach Boulevard, between Euclid Avenue on the south end and Josephine Street on the north end, for approximately 1,985 ft, The work also includes meter upgrades and tie-ins to adjacent water, any potential fire hydrants, water valves, others, such as to complete in place the improved water system. It shall also be designed as per City, local, and federal standards, and as per any agency recommendations having jurisdiction.

CITY OF MONTEREY PARK
• Water and Sewer Improvements Atlantic Boulevard - Plans and specifications for a 12" 2,030 feet ductile iron main, replacement of laterals, new fire hydrants/services, valves, abandonment of existing mains, tie-in to existing system, pre/post CCTV videos, paving and striping restoration.

CITY OF MANHATTAN BEACH
• Cycle 3 Sewer Infrastructure Improvements to prepare plans and specifications for approximately 1,160 ft. of various sewer reaches throughout the City. Scope included replacing curb ramps to ADA compliance, replacing manholes, and sidewalks, and reviewing CCTV.
• Cycle 2 Sewer Infrastructure Improvements to Prepare plans and specifications for various sewer reaches throughout the City, including 2,150 ft. of 6" and 8" CIPP sewer rehabilitation, and 25 VC point repairs with lengths between 12 ft & 42 ft.

CITY OF ONTARIO
• Water Main Replacement - Plans and specifications for 25,430 ft. of 2" - 12" water mains at 30 locations. The new mains will be 8" -12" in diameter. The scope also includes a new 450 linear ft. water main, along with replacement of service laterals, fire hydrants and related appurtenances.

CITY OF POMONA
• Utility Pipeline Survey & Drawings Services - Providing engineering design and surveying services to rehabilitate and/or replace existing water mains in various streets throughout the City. The project also consists of providing topographic survey that will later be used by the City to create construction drawings for sewer main spot repair, cured-in-place pipe (CIPP) rehabilitation, and/or replacement in various streets throughout the City.

SANTA CLARITA VALLEY WATER AGENCY
• Currently preparing plans, specifications, and cost estimate for Bouquet Tank Pipeline & Tank #3 - Replacement of 2,420 ft. of steel & PVS pipe
• Currently preparing plans, spcifications, and cost estimees for Old Road Pipeline - Replacement of 4,670 ft. of PVC pipe.

CITY OF SOUTH GATE
• Currently preparing plans and specifications for Water Main Replacements Project, Phase 1 for various street segments. The work includes 11,380 LF of 8" ductile iron pip (DIP) and 5,750 LF of 12" DIP to replace existing cast iron pipe (CIP) water mains in street segments that have been identified as having deficiencies in pressure reliability, velocity, and fire flow capacity.

SECTION V: APPENDIX Page 7 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services ERIC SCHOENEN, P.E.

Engineer
Mr. Schoenen has over 30 years of experience with a mix of land surveying, design, plan check, conditions of approval, strategic planning, and capital improvement projects. He has over 16 years of experience working for a Water Utility Franchise. Experience includes budget estimating, scheduling, technical report writing, and City Council Agenda coordination with professional consultants and staff to implement CIP projects as a project manager.

PROJECT EXPERIENCE

CITY OF ALHAMBRA
Provided construction management and inspection services for the Valley Blvd/Almansor St. Sewer Replacement Project. The work included installation of approximately 1,380 ft. of 36" extra-strength VCP sewer along Almansor St. from San Marino Ave. to Valley Blvd. and approximately 1,830 ft of 30" extra-strength VCP , 1988 sewer along Valley Bivd. from Almansor St. to Garfield Ave. University of California, Riverside
• Westmont Water Main - Construction management and inspection services for Sai Excellence 1e replacement of 3,500 ft. of 4" and 14" mains.

REGISTRATION:

CITY OF GLENDORA Registered Civil Engineer,
• Lorraine Avenue Water Main Project - Provided construction inspection services. California, No. 52775 Project included the installation of approximately 6,715 lineal feet of 12" and approximately 4,090 ft. of 16" ductile iron pipe and appurtenances, new water services, new fire hydrants, and 27 tie-ins to existing water lines. • Laurel Avenue Water Main Replacement. - Provided construction inspection services Project included the installation of approximately 1,400 lineal feet of 8" ductile iron pipe and appurtenances, new water services, new fire hydrants, and 2 tie-ins to existing water lines.

LONG BEACH UTILITIE DEPARTMENT
Sewer Replacement - Provided construction management and inspection services for the rehabilitation of 10,600 ft. of sewer, including lining 4,971 ft. of sewer with 8" CIPP and multiple location-specific rehabilitation efforts for the District's Cement Sewer Rehabilitation/ Replacement Group 2 Project.

CITY OF MANHATTAN BEACH
• Sewer Infrastructure Improvements - Engineer, Plans and specifications for various sewer reaches throughout the City.
• Provided design services for spot and/or section repairs to the existing pipe as identified in the City's 2013 Storm Drain Condition Assessment Report. The segments to be repaired or replaced have been identified as having high risk structural defects. Designed the removal of an existing catch basin and construction of a new catch basin at 2912 Laurel Avenue to prevent flooding. The existing catch basin was found to be under capacity due to its narrow opening and shallow depth.

CITY OF MONTEREY PARK
• Sewer Replacement - Provided construction management services for repair or replacement of defective sewer sections utilizing the Cured-In-Place-Pipe (CIPP) method at 25 locations throughout the City.

CITY OF NORWALK
• FY 2017/18 Sewer Main Repair Project - Engineer, Engineering design services to repair or replace (based on current condition) numerous segments of existing 8-inch to 18-inch sewer mains throughout the City to improve the existing sewer system as identified from a detailed investigation as a part of the 2014 Sewer System Management Plan (SSMP). The investigation consisted of a citywide CCTV survey of the existing sewer system to identify segments with defects. As a result, the City has identified 60 sewer reaches deemed as high priority for repair/replacement. Where there are short sections of pipe that have broken and/or missing pipe walls, trenchless technology may be employed to prepare the existing pipe to be acceptable to serve as a host pipe for CIPP lining.

SECTION V: APPENDIX Page 8 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

MEL SUKOW, PE
Engineer
Mr. Sukow has over forty years of professional engineering experience in project planning, project analysis, project expediting and project design including surveying, mapping, planning, civil and structural aspects. He has provided consulting services for the preparation of plans and maps for subdivision, institutional, commercial and infrastructure projects to land developers, agencies, architects and engineering firms. The plans have included street, sewer, storm drain, grading and structural.

Other functions have been surveying and mapping functions such s design surveys, construction surveys, legal descriptions, right-of-way maps etc.

PROJECT EXPERIENCE

CITY OF MANHATTAN BEACH
• Sewer Infrastructure Improvements -Plans and specifications for various sewer reaches throughout the City. Cousia State Universily.
• Cycle 3 Sewer Main Improvements - 1,160 linear feet of 6" and 8" VCP design over six sites in the City. E's Civil Engineering
• Cycle 2 Sewer Main Improvements - Design of 2,150 linear feet of 6 and 8" CIPP and VCP. Project scope included spot repairs, sewer segment EGISTRATIO replacement, pavement restoration, proper traffic control for arterial streets and Cation Civil . PE accurate construction ready bidding.

Merican Council of

CITY OF ANAHEIM
• Designed the widening of the portion of Dale Street adjacent to the properties at 517, 519, The work involved widening the (ACEC-CA), State Director roadway just in front of the properties from 30 feet to 45 foot right-of way in order to implement and maintain the City's Master Plan of Arterial Highways.

CITY OF GARDENA
• Construction Management Services for the Vermont Avenue Street Improvement Project.

CITY OF IRVINE
• Prepared a traffic study/intersection analysis and infrastructure plans, including traffic signal modification plans, intersection improvement plans, construction details, street light modification plans, traffic striping and signing plans, landscaping irrigation plans, utility coordination/mapping, specifications, and construction cost estimates for the following improvements necessary for improving the traffic circulation at the Culver- Alton and Culver- Main intersections
Prepared infrastructure plans, including street improvement plans, right-of-way engineering, grading plans, landscape planting/irrigation plans, permitting, specifications, and construction cost estimate for Barranca Parkway from the I-5 Freeway to Alton Parkway.

CITY OF LAWNDALE
• Construction management services for the Redondo Beach Boulevard Street Improvement Project

CITY OF LOS ANGELES, BUREAU OF ENGINEERING, LOS ANGELES, CA - DESIGN ENGINEER Worked in the following design areas:
• Street Design-Prepared designs for new and widening type projects. Projects included associated storm drain, sewer and utility design.
• Subdivision Development-The tasks included survey, mapping, planning and civil engineering aspects of projects. • Structural Engineering-The work included bridge designs, building designs and wall designs. • Construction Engineering-During the construction phase of projects provided engineering support by reviewing shop drawing submittals, responding to request for information and modifying plans to deal with field conditions. • Transportation Engineering - Served as the liaison between Caltrans and the City's Bureau of Engineering on all Caltrans' projects.

SECTION V: APPENDIX Page 9 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

ASSOCIA
JOHN ROBINSON, E.I.T., John Robinson Consulting, Inc.

Engineer
Mr. Robinson's 25 years of environmental engineering experience has focused exclusively on water reclamation planning and infrastructure design projects for municipalities in southern California. He has been involved in over 35 recycled water feasibility/master studies and plans, 12 booster pump stations and over 300 miles of recycled water pipeline design. He has converted over 400 customers to utilize recycled water including cemeteries, medians, parkways, schools, parks and industries. He has deep roots with the State Water Resource Control Board Division of Drinking Water as well as the County of Los Angeles Department of Public Health in order to coordinate the recycled water design and recycled water conversion of customers to utilize recycled water for irrigation and industrial purposes.

PROJECT EXPERIENCE
EDUCATION:

3.S., Civil Engineering, Californ!
Project Coordinator, Crescenta Valley Water District, La Crescenta, CA - State University. Long Beach, 199 Mr. Robinson served as the Project Coordinator for the District for Well No. 2 at Ordunio Reservoir which consisted of a new submersible pump and motor, onsite REGISTRATION piping, a chorine feed system, a nitrate removal treatment, upgrade of two existing Engineer-in-Training, California, Registration No. 109865, 1997
booster pumps, installation of a masonry or pre-fabricated operations building, installation of a building over concrete pad for the nitrate removal facility, water, MEMBER:
sewer, and gas services, electrical and telemetry system, pavement and other American Society of Civil SA Associates is also provided Construction Support Engineers California Water Environment
Services and is assisting the District for permitting of the well through the State Association Department of Drinking Water (DDW). This project will be awarded the Central Basin Water Association American Council of Engineering Companies Project of the Year Award in San Gabriel Valley Water Association
February, 2019. Southern California Water Utilities
Association
Project Manager, City of Monterey Park, CA - Provided Construction Oversight Vater Environmental Federatic Services for the design and construction of the Centralized Groundwater VateReuse Associatic Treatment System (CGTS) at the Delta Plant in Rosemead. The work included equipment procurement and installation, PRESENTATIONS:
site development, site utilities, 30 Presentations on water, permitting, and commissioning and startup of a new treatment system to replace wastewater, recycled water the existing individual wellhead treatment systems. The City was awarded 2015 infrastructure and treatment Prop 84 Integrated Regional Water Management grant funds to implement the projects Project. SA Associates is also assisting the City for permitting of the CGTS through DDW.
• Project Engineer, West Basin's Recycled Water Program, WBMWD, Carson, CA Mr. Robinson was part of the Program Management team who oversaw the design of approximately 50 miles of 4- to 60-inch recycled water pipelines from 1993 through 1997. In addition, John was the lead project engineer for the conversion of over 190 recycled water customers for West Basin during that same period. • Program Management Team Member Central Basin Municipal Water District Water Reclamation Program, CA - Provided various engineering services during the design of pump stations, distribution systems, and customer connections specifically to the City of Cerritos. In addition, assisted with the identifications of potential reclaimed water customers, developed on-site retrofit drawings, and prepared engineering reports for industrial user for approvals by the state and county health departments. Project included computer hydraulic model of the District's recycled water distribution system. • Project Engineer, Century Reclamation Program and Recycled Water Retrofits, Central Basin Municipal Water District - Mr. Robinson identified and converted 133 recycled water use customers include those located in the City of Cerritos, which included the design of on-site retrofits for reclaimed water irrigation systems and disconnection from potable water system. Worked closely with users and Los Angeles County DPH to maximize reclaimed water use.

SECTION V: APPENDIX Page 10 of 15
Proposal for On-Call Civil Engineering for Professional Consulting Services SA *SOCIATES
• Project Manager, Rose Hills Recycled Water Project Phase I -Pipeline and Conversion - Mr. Robinson was responsible for the expansion of the Upper San Gabriel Valley Municipal Water District's recycled water system to Rose Hills. The facilities for the project include 12,000 linear feet of pipeline and the recycled water conversion of approximately 600 acres of Rose Hills property to utilize recycled water while maintaining potable water in hose bibbs. Worked closely with Rose Hills, San Gabriel Valley Water Company and Los Angeles County DPH to maximize reclaimed water use for commercial/industrial applications.

Principal-in-Charge, Phase I - Northwest Area Recycled Water Facilities, Inland Empire Utilities Agency, Chino, CA Mr. Robinson served as principal-in-charge for the design of approximately 22,000 linear feet of the 6-inch, 8-inch and 12-inch pipeline in the cities of Ontario, Rancho Cucamonga, and Upland. The project involved crossing two railroad right-of-ways, crossing a 152-in diameter Metropolitan Water District feeder line, coordination with multiple municipalities, and integration of multiple design criteria into a single project. The Phase 1 facilities were preliminary designed, design, and constructed over a 6 year period with the final pipelines currently being installed in May 2012.
• Principal-In-Charge, RP-4 1158 and 1270 Pump Stations and Pipeline, IEUA, Chino, CA Mr. Robinson's responsibilities included the writing, and preparation of the preliminary and final design efforts for two pump stations and approximately 1,000-foot 36-inch diameter pipeline. In his role as project manager, Mr. Robinson was responsible for the revision and finalization of the design criteria for the two pump stations and pipeline through the preliminary and final design of the project. Additional duties included management for preliminary and final design development and client coordination. • Principal-in-Charge, Rosemead Extension, Upper San Gabriel Valley MWD, City of Rosemead, CA Mr. Robinson managed the preliminary and final design and construction services for 6000-LF of 18-inch CML&C Steel and Ductile Iron Pipe alternate recycled water pipeline. The project will serve approximately 510 AFY to three adjacent irrigation customers.
• Senior Manager, Hollydale Pump Station and Pipeline, Central Basin Municipal Water District and City of Vernon, CA
Management of the Hollydale Pump Station located in the City of South Gate and approximately 8,000 linear feet of 12-and 18-inch recycled water pipelinetoto supply Malburg Generation Station. The facilities were in partnership between Central Basin Municipal Water District and City of Vernon. . Phase | - Reclamation Expansion - Long Beach Water Department, Long Beach, CA.

Mr. Robinson served as project engineer and project manager to provide various engineering services, including developed on-site retrofit drawings; preliminary and final design of 4 miles of 8-inch recycled water pipeline and 4 miles of 6-inch recycled water pipeline; prepared industrial engineering reports; and, performed retrofit construction management. Project included computer hydraulic model of Long Beach's recycled water distribution system.
• Project Manager, Recycled Water System Expansion, Contract 1D, City of Long Beach, Long Beach, CA Mr. Robinson was responsible for the design and construction management for the submittal review and resident inspection of approximately four miles of 24-inch and 30-inch diameter welded steel recycled water main. In addition, an aged and deteriorated 12-inch cast iron water main was replaced by a one mile long section of new 12-inch ductile iron pipe.
• Project Manager, Irvine Ranch Water District Planning Area 9A, Irvine Boulevard and Jeffrey Road Pipeline Improvements, Irvine, CA
This proiect included design of domestic water, recycled water, and sewer pipelines to serve a new development. The recycled water pipelines included 7.500 feet of 12-inch and 2,600 feet of 30-inch diameter pipe. New water mains up to 54-inch diameter were required. All pipelines were constructed in existing streets and required careful consideration for existing facilities and traffic control. The design schedule was expedited to accommodate street improvements by the developer and was completed in four months.

John Robinson Consulting, Inc., 1055 East Colorado Blvd., Suite 500 Pasadena, CA 91106 JOHN
(626) 375-9389 ROBINSON
[email protected] Consulting, inc.

SECTION V: APPENDIX Page 11 of 15

SA WATER PIPELINE EXPERIENCE
Services Provided
Length: Construction Complete
Project Size (Inches) Material Site Cost Constr. Constr. Constr.

No. Agency (Feet) Cost (S) (Year) Design
Study Est Mngmt Eng. Inspec,
Santa Clarita Valley Water Bouquet Tank Pipeline and Tank 3 Pipeline Replacement 2,420 8, 14 & 16 Steel & PVC 2,680,000 2024 Assn.

Santa Clarita Valley Water Old Road Pipeline Replacement from McBean Pkwy to Pico 4,670 PVC 2,700,000 2024 Assn. Canyon Rd.

English Road Recycled Water Main 9,000 PVC 3,700,000 2024 City of Chino Hills
Long Beach Meter Upgrade and Line Abandonment Project 1,980 6, 8 & 12 DIP 1,108,000 2024 City of Lynwood
Utility Pipeline Survey and Drawing Services 7,500 DIP 3,890,000 2024 City of Pomona
Water Main Replcement Project, Phase I 17,130 8 & 12 DIP 4.486,000 2024 City of South Gate
Queensway Drive Water Main Improvement 510 DIP 299,000 2024 Long Beach Utilities Dept.
2,230 DIP 1,271,000 2024
Long Beach Utilities Dept. Ximeno Avenue Water Main Improvement Trask Scout Reservation Water System Rehabilitation and 230 4 & 6 Steel 1,900,000 2024 Boys Scouts of America Enhancement Project
Water Main Replacement, UT 1027 & UT 1043 26,480 8 & 12 DIP 10,405,000 2023 10 City of Ontario
Sierra Madre Villa and Villa Heights Water Main Improveme 1,360 DIP 400,000 2021 11 Kinneloa Irrigation District
12 City of Sierra Madre 2020 Water Main Replacement Project 20,300 4, 6, 8, & 10 [PVCO 7,706,600 2021 13 Water Improvements along Atlantic Boulevard 2,030 Ductile Iron 720,000 2020 City of Monterey Park
Huntington Beach Water Valve Replacements 6 to 12 New Valves 444,000 2019 14 Pepper Creek, Fern Haven, and Hadrians Crescent Water 1,450 4 & 8 PVC 405,000 2018 15 City of Anaheim Main Replacement
Recycled Water Pipeline System Extension in the City of 24,600 8 to 20 PVC 8,000,000 2017 16 Central Basin MWD
South Gate
City of Chino Quadrant / Water Main Replacement 11,000 PVC 3,400,000 2018 17 City of Whittier Beverly Boulevard Water Main Replacement 4,450 Ductile Iron 1,200,000 2017 18 19 City of Whittier Comstock Avenue Water Main Replacement 2,000 12 Ductile iron 600,000 2017 20 City of Anaheim 8" Water Main Replacement in Solomon and Baja Drives 1,560 PVC 370,000 2017 Replacement of 4" and 14" Water Main in Westmont Dr. 3,500 6, 8 PVC 1,483,000 2017 21 City of Alhambra between Sherwood & Norwich
City of Anaheim 8" Water Main Replacement in Country Glen Way 5,300 4,14 Ductile Iron 1,395,000 2016 City of Santa Monica Water Main Replacement/Upgrade Project 10,000 6 to 21 PVC 4,000,000 2015 Rose Hills Memorial Park Recycled Water Line 12,500 4,8 PVC 800,000 2015 E. 27th Street & Via Pasillo Cast Iron Water Main Cast Iron & 600,000 2015 25 Long Beach Utilities Dept. 4,000 6, 8
Replacement Ductile Iron
26 Long Beach Utilities Dept. Water Main Replacement Upgrade Project 10,000 6 to 21 PVC 3.500,000 2014 27 Kinneloa Irrigation District East-West Tank Connector Project 4,100 4.12 Ductie Iron 644,000 2014 Santa Monica 3rd Court Water Main Replacement Project 2,000 8, 12 CIP, DIP 900,000 2012 Westmont Service Lateral Replacement Project N/A N/A PE to Copper 390,000 2012 City of Pomona ****
City of Azusa W-265 Water Main Replacement Project 6,200 8, 12,18 Ductile Iron 1,430,000 2012 City of Commerce Camp Commerce Water Main 400 Ductile Iron 200,000 2012 District 6 Phase IV Water Main Replacement 7,300 10,12 Ductile iron 1,900,000 2012 City of Pomona
City of Pomona District 1, 2, & 5 Water Main Replacement 4,220 8, 10, 12 Ductile Iron 2,160,000 2012 As-Need Constr. Mgmnt Services FY08/09 Water & Sewer
City of Pomona CIP: Phillips Ranch Water Laterals, Pot. & Rec. Water Fire N/A N/A N/A 3,500,000 2011 Hydrants, and Flush/Lampholes Tanks Replacement
WATER PIPELINE TABLE Page 1 of 3

SA WATER PIPELINE EXPERIENCE
Services Provided
Length Construction Complete Constr. Constr.

Project Size (Inches) Material (Year) Site Costs Constr.

No. Agency (Feet) cost (s) Design Inspec
Study Esti Mngmt Eng.

Windover & Sierra Madre Villa Water Main Replacement 2,210 8, 10, 12, 16 Ductile Iron 517,000 2011 35 Kinneloa Irrigation District Project in the City of Pasadena District 4, Phase I Water Main Replacement 6,530 6,8 Ductile Iron 2,368,000 2010 36 City of Pomona
Water Main Inter-Ties Project (design of 3 interconnections between exist mains) 250,000 2009 City of Pico Rivera
38 WVF-243 Water Treatment Plant Water Main & Sewer Force 6,450 18,24 Ductile Iron 1,600,000 2009 City of Azusa
State Street & Tweedy Boulevard Water Main Replacement 2,900 8,12 Ductile Iron 1,400,000 2009 39 City of Lynwood
District 2 & 3, Phase II Water Main Replacement 2,640 co Ductile Iron 967,000 2009 40 City of Pomona
Katella Avenue 8" Water Main 1,700 6.8 Ductile Iron 320,000 2008 41 City of Anaheim
Kinneloa Mesa Pipeline Projects 2,900 Ductile Iron 152,000 2008 Kinneloa Irrigation District
Reservoir St. Water Service Laterals 100,000 2008
43 City of Pomona
Water System Security Updates 500,000 2008
44 City of Pomona
New Water 630,000 2007
45 Long Beach Water Dept. Two Alley Service Connection Conversion Projects Meters Water Main on New York Drive 1,000 6,10 Ductile Iron 154,000 2007 Kinneloa Irrigation District
Water Main Replacement Bonita & Towne 7,200 10, 12 Ductile Iron 1,200,000 City of Pomona
Anza Avenue Recycled Water Lateral at Sepulveda Bouleva 200 PVC 50,000 2007 48 West Basin MWD
W-178 Main Replacement Project in Sixth, Barbara, and 3,700 4,6,8 Ductile Iron 816,000 2007 49 City of Azusa
Virginia Streets
Construction of Waterlines at Various Locations 11,250 8, 10,12 PVC 950,000 2007 50 City of Thousand Oaks
1,350 Ductile Iron 250,000 2006
51 City of Anaheim Harding Water Users Project
Amberwood Water Main Replacement Project 4,600 PVC 735,000 2006 52 City of Anaheim
53 City of Pomona Districts 4, 5, & 6 Water Main Replacement Project 22,400 6, 8,10,12 Ductile Iron 2,700,000 2006 Northfield Ave. and Willamette Dr. Water Main Replacemen 1,210 PVC 312,500 2005 54 City of Anaheim
55 Katella Water Main Replacement Project 6,400 12 Ductile Iron 350,000 2005 x City of Anaheim
Water Main Replacement Projects 1,940 Ductile Iron 200,000 2005 56 City of Sierra Madre
57 Twin Peak Water Main Replacement Project 2,100 Ductile Iron/P 500,000 2004 City of Anaheim 22,540 6,8 Ductile Iron 2004
58 City of Torrance 1-25 Water Main Replacement Project, Phase I! 2,000,000 Rumsey Drive & University Drive Water Main Replacement 6,000 Ductile Iron 600,000 2004 59 City of Riverside
60 Two Mobile Home Park Rehabilitations 6,000 PVC 1,500,000 2004 City of La Habra 6, 8, 12 Ductile Iron 2003
61 Long Beach Water Dept. Cast Iron Main Replacement: Long Beach Bivd. Project 5,000 600,000 City of Torrance I-20 Water Main Replacement 1,500 6,8 Ductile Iron 130,000 2003 Dalton Avenue Water Main Replacement 6,300 Ductile Iron 1,000,000 2003 63 City of Azusa
Miscellaneous Pipeline Projects: Group 3 (Dist. 1 Ph. 2& 24,600 6, 8, 12, 16 Ductile Iron 2,000,000 2003 64 City of Pomona
Dist. 3 Ph. 2)
65 City of Pomona Miscellaneous Pipeline Projects: Five (5) Priority 1 Projects 24,000 6, 8, 10 Ductile Iron 2,000,000 2002 66 City of La Palma City Yard Pipeline 100 14,16 Steel 50,000 2002 67 City of Riverside Highgrove Water Main Replacement 9,600 Ductile Iron 900,000 2002 68 City of Riverside Arroyo Drive Water Main Replacement 5,800* 4,8 Ductile Iron 600,000 2002 69 30" Transmission Water Main 11,800 Steel 2,400,000 2002 City of Pomona 5,800 8, 12 [Ductile Iron 210,000 2002
70 City of Pomona 12" Water Main on San Antonio Avenue
WATER PIPELINE TABLE Page 2 of 3

WATER PIPELINE EXPERIENCE
Services Provided
Length Construction Complete Site Constr. Constr. Constr.

No: Project Size (Inches) Material Cost
Agency (Feet) Cost (S) (Year) Design Eng.

Study Mngmt Inspec.

Potable Water Pipelines for Commercial, Rebecca, & 5,600 8, 10 Ductile Iron 395,000 2001 City of Pomona
Myrtle Avenue
Water Main Replacement 2000-2001: Artesia Boulevard 16,700 6, 8, 10, 12 Ductile Iron 1,500,000 2001 72 City of Torrance
PVC/Ductile 2001
City of Torrance Recycled Water Distribution Pipeline 2000-2001: Artesia Bl 17,600 1,100,000 Iron
74 CM & Inspection Services for Five Pipeline Replacement 28,000 6, 8, 10, 12 Ductile Iron 2,000,000 2001 City of Pomona
Chino Avenue 20" Waterline Extension 1,900 Steel 200,000 2000 75 City of Chino Hills
Ductile Iron/ 500,000 2000
76 Elsinore Valley MWD Lakeshore 12" Waterline Replacement 6,000 12 PVC 20" Reclaimed Water Main Under the 71 Freeway 400 20 Ductile Iron 50,000 2000 City of Pomona
Replacement of 10" Asbestos Cement Pipe 1,000 10 PVC 33,000 1999 City of La Palma
27,000 14 HDPE 4,114,000 1999
West Basin MWD Carson Regional Recycling Water Plant: 14" Brine Line Hawthorne Place Water Main Replacement 600 Ductile Iron 20,000 1999 City of Pomona
West Basin MWD El Segundo Recycled Water Lateral 5,900 PVC 309,300 1998 Water Main Replacement: Prairie Avenue 2,100 4, 6, 8, 12 Ductile Iron 182,400 1998 City of Torrance
Ductile 1997
83 City of Arcadia Campus Drive Water Main Project 4,700 8,12 390,000 Iron/Steel
East Pasadena Water Co. Water Main on Oakdale Avenue & Woodward Boulevard 1,100 PVC 50,000 1997 4,600 6,8 PVC 294,000 1997
City of Torrance Water Main Replacement: 1997-98 19,000 6, 8, 12 Ductile Iron 1,276,000 1997 Potable Water Main in Carmenita Road 1,600 16 Ductile Iron 326,000 1997 4,800 6.8.10 Ductile Iron 365,000 1997
Well No. 28 Water Line Improvements 1,500 Ductile Iron 75,000 1997 12" Waterline on Colorado Boulevard 1,200 12 Ductile Iron 75,000 1996 City of Torrance Water Main Replacement - Torrance Boulevard 9,500 6, 8, 12, 16 Ductile iron 650,000 1996 Water Pipelines: ist Avenue & Foothill Boulevard 3,000 12 Ductile Iron 300,000 1995 Water Main Replacement - Phase I| 28,400 6, 8, 12 Ductile Iron 1,800,000 1995 City of Torrance
Water Main Replacement - Phase / 21,000 6, 8. 10,12 Ductile Iron 1.630,000 1994 City of Glendale Brand Park Reclaimed Water Project 20,000 8, 10, 12, 16 Steel/PVC 1,200,000 1994 96 CSU, San Luis Obispo Potable Water Mains 11,000 8, 10, 12, 16 PVC 500,000 1994 97 City of San Fernando Water Main Installation 14,700 8, 12 Ductile Iron 800,000 1994 98 City of Simi Valley Lilac Lane Tank Water Pipeline 1,000 Ductile Iron 20,000 1994 City of Cerritos Reclaimed Water Pipelines 7,700 PVC 400,000 1992 Water Pipelines 16,200 6.8,10 Ductile Iron 800,000 1992 100 City of Pomona
101 City of Pomona Water Pipelines 54,400 6, 8, 10, 12 Juctile Iron 3,100,000 1992 102 City of Azusa Water Main Improvements 8,500 8, 12 Ductile Iron 500,000 1992 City Yard Pipeline 100 14 Steel 20,000 1991
103 City of La Palma
Live Oak Water Facilities 1,000 24 Steel 100,000 1991
104 City of Arcadia
105 City of Whittier Well Nos. 15, 17, & 18 1,500 20,24 Steel 150,000 1991| 777440 Feet S134 822,800

TOTALS -
1474 Miles
WATER PIPELINE TABLE Page 3 of 3

SEWER EXPERIENCE
Services Provided
Length. Size Constr. Cost Complete
Agency Project: Material Site. Cost Constr. Constr. Constr. (Feet) (Inches) (Year) Study Design Eng. Inspec
City of Pomona Topographic Survey for Future Sewer Main Design Projects 2,710 2024 City of Garden Grove Sewer System Rehabilitation, Phase 1, Project 4 5,200 8 & 10 VCP 2,896,000 2024 1,160 6 & 8 CIPP & 1,069,000 2024
City of Manhattan Beach Cycle 3 Sewer Main Improvements City of Manhattan Beach Cycle 2 Sewer Main Improvements, including 25 point repairs 2,150 6 & 8 1,165,800 City of Whittier Sewer Main Phase 1 11,000 PVC 4,100,000 2020 4,020 12,16,181 HOFEE 1,780,000
City of Monterey Park Sewer Improvements along Allant Boulevard (Design & Construction Support) VCR.

City of Manhattan Beach Cyle 1 Sewer Main Replacement 430 CIPP 450,000 2019 City of Alhambra Main Street Sewer Replacement 1,860 VCP 1,113,500 2019 City of Norwalk FY 2017/18 Sewer Main Repair Project 13,630 8-15 CIPP 1,468,000 2019 City of Norwalk FY 2016/17 Sewer Rehabilitation Project 7,400 8-12 CIPP 700,000 2018 City of Norwalk FY 2015/16 Sewer Rehabilitation Project 8,900 CIPP 870,000 2017 X City of inglewood Sewer Main Replacement, Phase / 5,300 8-15 VCP 1,500,000 2017 City of Monterey Park Sewer Spot Repairs & CIPP Installation 9,370 CIPP 707,000 2017 City of Alhambra 3,210 30, 36 VCP 3,700,000 2016
Valley Blvd./Almansor St. Sewer Replacement Project
15 City of Santa Monica 2014 Annual Wastewater Improvement Citywide 5,500 VCP, 400,000 2015 16 | City of Sierra Madre Sewer Plan for West Grand View Avenue 400 8-10 VCP 241,000 2014 17 City of Pomona Sewer Pipeline Replacement Citywide (Phase I!) 840 VCP 370,000 2014 18 Long Beach Water District Cement Sewer Pipe Rehabilitation Replacement, Group 2 15,000 | CIPP 315,000 xx × 19 City of South Pasadena Sewer Improvements on Arroyo Dr., Huntington Dr., Marengo Ave., and Meridien Ave. 4,200 4,5.8,10 VCP 620,000 2012 20 City of Pomona Sewer Replacement D Project No. 586-86-18 800 VCP 204,000 2012 21 City of Arcadia Baldwin Avenue Sewer Capacity Improvement Project 900 VCP 500,000 2012 22 City of Irwindale Martin Road Sewer Lift Station 450,000 2010 23 City of Lynwood Sewer Main Replacement Project in the intersection of Imperial Hwy. & Long Beach Blvd. 400 VCP 230,800 24 City of Norwalk Replacement of the Pumps at the Curtis & King Sewer Lift-Station 150,000 2008 25 West Basin Municipal Water District Anza Avenue Recycled Water Lateral at Sepulveda Boulevard 200 PVC 66,000 2007 26 City of La Palma Sewer Master Plan for the City of La Palma NA 2005 27 City of Cypress Modification of Sewer System at the intersection of Lincoln Avenue and Moody Street 300 VCP 300,000 28 City of La Habra Rehabilitation of Two Mobile Home Parks 300 VCP 1.500,000 Reconstruction/Rehabilitation of Sewer on Pacific Coast Hichway between 24th Street and 1,000 VCP 1,200,000 x 29 City of Hermosa Beach Gould Avenue
30 City of Hermosa Beach Sewer Reconstruction for the City's Loma Area Improvements Project 2,700 | 6. 8. 12 VCP 570,000 31 City of Pomona Sewage Pump Station No. 3 Replacement 2,400 10,21 VCP 2,300,000 32 City of South Pasadena Sewer Repairs on Huntington Drive, Diamond Avenue, and Glendon Way 1,000 6,8 VCP 200,000 2000 33 City of South Pasadena Construction Engineering Services for Sewer System Improvement Phase I 1,500 6,8 VCP 300,000 34 West Basin Municipal Water District Design of Brine Line for the Carson Regional Recycling Water Piant 27,000 DIP 4,114,000 1999 35 West Basin Municipal Water District Design of PVC/Reclaimed Water Pipelines Water Mains for the El Segundo Lateral In the 5,900 PVC 309,300 1998 City of El Segundo
36 City of Arcadia Deficiency Study of the Sewer and Drainage System and Preparation of Hydraulic Model Various Various 1998 Data Base for Trunk Sewer Lines
37 City of Compton 8-inch through 15-inch Diameter Sewer Mains 7,700 8, 15 VCP 1,200,000 1992 38 City of Baldwin Park 8-inch Diameter Sewer from Merced Avenue along Ohio Street, Kenmore Avenue, and 800 VCP 200,000 1992 Private Property to Walnut Street
City of Compton Prioritized Sewer Improvement Program for the entire 150 miles of the City's sewer system. 792,000 Various Various 24,000,000 1991 Construction of 7,700 feet of 6-inch Diameter Reclaimed Water Pipelines in Three Different PVC 350,000 1991 City of Cerritos 7,700
Streets
TOTAL: TE 954,880 Feef $61,609,400
181 Miles
SEWER EXPERIENCE TABLE Page 1 of 1
EXHIBIT "B"
Payment Schedule (Hourly Payment)
A. Hourly Rate
CONSULTANT'S fees for such services shall be based upon the following hourly rate and cost schedule:

SEE ATTACHED EXHIBIT B
B. Irave! Charges for time during travel are not reimbursable.

C. Billing
All billing shall be done monthly in fifteen (15) minute increments and matched to an appropriate breakdown of the time that was taken to perform that work and who performed it.

2. Each month's bill should include a total to date. That total should provide, at a glance, the total fees and costs incurred to date for the project.

A copy of memoranda, letters, reports, calculations and other documentation prepared by CONSULTANT may be required to be submitted to CITY to demonstrate progress toward completion of tasks. In the event CITY rejects or has comments on any such product, CITY shall identify specific requirements for satisfactory completion.

CONSULTANT shall submit to CITY an invoice for each monthly payment due.

Such invoice shall:

A) Reference this Agreement;
B) Describe the services performed;
C) Show the total amount of the payment due;
D) Include a certification by a principal member of CONSULTANT's firm that the work has been performed in accordance with the provisions of this Agreement; and
E) For all payments include an estimate of the percentage of work completed.

Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is making satisfactory progress toward completion of tasks in accordance with this Agreement, CITY shall approve the invoice, in which event payment shall be made within thirty (30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the reasons for non-approval and the schedule of performance set forth in Exhibit "A" may at the option of CITY be suspended until the parties agree that past performance by CONSULTANT is in, or has been brought into compliance, or until this Agreement has expired or is terminated as provided herein.

5. Any billings for extra work or additional services authorized in advance and in writing by CITY shall be invoiced separately to CITY. Such invoice shall contain all of the information required above, and in addition shall list the hours expended and hourly rate charged for such time. Such invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred is accurate.

Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement.

ЕХНІВІТ "B"
Proposal for On-Call Civil Engineering for Professional Consulting Services SA

ASSOCIATES

CITY OF HUNTINGTON BEACH

ON-CALL ENGINEERING PROFESSIONAL CONSULTING SERVICES

COST PROPOSAL

HOURLY CHARGE RATE AND EXPENSE REIMBURSEMENT SCHEDULE
Hourly Rates
Position
2025 2026 2021
Principal-in-Charge $285 $295 $305
Project Manager $232 $240 $250
Engineer $180 $185 $190
Quality Assurance/Quality Control $232 $240 $250
AutoCAD Designer $125 $130 $135
Secretary $102 $105 $108
Surveyor (Two-Person Crew) $300 $310 $320
Reimbursable In-House Costs
Photo Copies $ 0.15/each
Blueprints $ 0.50/S.F
Vehicle mileage, between engineer's office and project site $ 0.70/mile and/or client offices, will be billed at
Other Reimbursables
Reproduction, special photograph, printing, and any other cost + 15% services performed by subcontractor will be billed at
Postage, Delivery Service, Express Mail cost + 15%
COST PROPOSAL/RATE SHEETS Page 1 of 13
Steven Andrews Engineering
www.sandrewsengineering.com
Sa

ENGINCEPING

RATE SCHEDULE
(Valid January 1, 2025 through December 31, 2025)*

PROFESSIONAL SERVICES HOURLY RATE
($)
Principal Engineer 250.00
Senior Engineer 240.00
Project Engineer 195.00
Senior Designer 140.00
Administrative Assistant 70.00

REIMBURSABLE EXPENSES RATE
Reproduction Cost + 15%
Consultant Services Cost + 15%
Commercial Travel & Subsistence Cost + 15%
Mileage per IRS guidelines
Agency Fees Cost
*Rates for subsequent years are subject to a 3% escalation rate RCS®

ASSOCIATES LLC

CONSULTING GROUNDWATER GEOLOGISTS

SCHEDULE OF CHARGES
Huntington Beach
March 2025 - December 2027
Professional Services Hourly Rates
Principal Groundwater Geologist $308.00
Senior Groundwater Geologist $260.00
Staff Groundwater Geologist $225.00
Field Groundwater Geologist $153.00
Administrative/Clerical $115.00
Field Equipment Charges
Pressure Transducers (water level & barometric $50.00/wk. pressure monitoring during pumping tests)
Electric Tape Water Level Probe $ 25.00/day
Field Water Quality Probe (T, pH, EC) $ 50.00/day
Litigation, Depositions and Testimony
Depositions and trial testimony are charged at twice the hourly rate (4-hour minimum/day).

Travel Time and Mileage
Travel time for meetings and/or to job sites will be charged at our standard hourly rates. Mileage is charged at the current IRS rate.

Administrative Fee
In-house costs for phone, e-mail, fax, regular postage, printing, copying, binding, and records retention, unless otherwise provided for in our project proposal Scope of Services, will be charged an Administrative Fee of total project labor charges multiplied by 2.5%.

Outside Services
Any services and materials not ordinarily furnished by RCS, including subcontracted services (i.e., water quality laboratory testing), delivery services, reproduction and printing, etc., are billed at cost + 15%. Reproduction costs for large format printing, and/or high volume reproduction and binding of hard copy reports performed in-house by RCS staff, will be billed at rates similar to comparable outside services.

Conditions
Invoices are issued at our option on a monthly basis or when the work is completed. A service charge of 1½% will be payable on any amount not paid within 30 days. Any attorney fees or other costs incurred in collecting delinquent charges shall be paid by the client.

Client will furnish rights-of-way to land as required for field visits and field operations, such as sampling or testing of water wells.
14051 BURBANK BLVD., SUITE 300, SHERMAN OAKS, CALIFORNIA 91401 SOUTHERN CALIFORNI (818) S06-0418 • NORTHERN CALIFORNIA (707) 963-3914 WWW.RCSLADE.COM
AKEL
ENGINEERING GROUP, INC.

LABOR RATES

PERSONNEL
Current Rates Effective Effective
Professional Services July 1, 2024 to July 1, 2025 to July 1, 2026 to June 30,2025 June 30, 2026 June 30, 2027
Engineering Assistant $131 $135 $139
Assistant Engineer $165 $170 $175
Associate Engineer $193 $199 $205
Senior Engineer $215 $221 $228
Principal Engineer $261 $269 $277
Senior Principal Engineer $289 $298 $307
echnical Staff
GIS Technician $142 $146 $150
Senior GIS Technician $171 $176 $181
Support Staff
Administrative $113 $116 $119

EXPENSES
Category
Subconsultant / Other Direct Costs Cost plus 5%

1. Software usage costs are included in hourly rates shown.

2. AKEL Billing Rates are subject to an annual increase at the end of the fiscal year, to reflect labor rates and related cost adjustments.

LINKTUREC

CONSULTING ENGINEERS

HOURLY CHARGE RATE &

EXPENSE REIMBURSEMENT SCHEDULE

PROFESSIONAL SERVICES
CLASSIFICATION/ TITLE HOURLY RATE: 2025 2026 2027
Principal... .$258.00 $265.00 $272.00
..... $ 243.00 $250.00 $257.00
Project Manager.. ....
..$ 243.00 $250.00 $257.00
Construction Manager.. .. . .

Quality Assurance/Quality Control... .$243.00 $250.00 $257.00 $229.00 $235.00 $242.00
Inspector.

Sr. Engineer $ 213.00 $219.00 $225.00
Engineer.. $ 194.00 $200.00 $206.00
Sr. Designer/Drafter $ 157.00 $162.00 $167.00
Designer/Drafter $ 157.00 $162.00 $167.00
Field Technician. $ 130.00 $134.00 $138.00
..$130.00 $134.00 $138.00
Drafter

ADMINISTRATIVE
$ 92.00 $95.00 $98.00
Administrative Clerk
Word Processor/Administration Support. $ 106.00 $109.00 $112.00 Graphic Designer/Survey Research... .$ 190.00 $196.00 $201.00 Reproduction, special photography, postage, delivery services, express mail, out-of-area telephone calls, printing, and any other services performed by subcontractors, will be billed at cost plus 15%.

REIMBURSABLE IN-HOUSE COSTS
Photo Copies (B&W 8.5"x11"). ..$ 0.28/Each
Photo Copies (B&W 11"x17") $ 0.51/Each
Color Copies (up to 8.5"x11"). $ 2.03 /Each
Color Copies (to 11"x17").. $3.38/Each
Large Format Copies .. $ 1.35/S.F.

Mileage... $ 0.72/Mile
Compact Disks $16.50/Each
The above hourly rate shall apply for invoicing for progress payments and for any authorized extra work for work associated with the enclosed proposal. 41250 Placer Lafite Temecula, California 92591
Phone: (949) 701-3923 Email: [email protected]
Geo-Advantec, Inc.

Geotechnical Engineering. Earthquake Engineering. Engineering Geology

ENGINEERING SERVICES

ENGINEERING AND PROFESSIONAL SERVICES
Principal Geotechnical Engineer/Principal Engineering Geologist $ 250.00 Per Hour Senior Hydrogeologist $ 250.00 Per Hour
Senior Geotechnical Engineer/ Senior Engineering Geologist/Senior Registered Engineer 195.00 Per Hour Registered Civil Engineer 150.00 Per Hour
Project Manager 145.00 Per Hour
Senior Field Engineer 165.00 Per Hour
Staff Engineer/Staff Geologist/Field Engineer 150.00 Per Hour Laboratory Manager $ 120.00 Per Hour
Administration $ 65.00 Per Hour
GIS Technician €A 6A 140.00 Per Hour
Drafter/CAD Technician 85.00 Per Hour
Principal Geologist Forensic/Field and Office $ 330.00 Per Hour Principal Geotechnical Engineer Forensic (Field and Office) $ 385.00 Per Hour Senior Engineer Forensic (Field and Office) $ 275.00 Per Hour Field Engineer Forensic $ 220.00 Per Hour
Principal Geotechnical Engineer and Geologist Expert Witness and Litigation Tasks $ 385.00 Per Hour Senior Geotechnical Engineer/Senior Registered Engineer Expert Witness and Litigation Tasks $ 330.00 Per Hour

GEOTECHNICAL INVESTIGATIVE/PRE-CONSTRUCTION PHASE

FIELD DRILLING AND TESTING
*Field Testing/Sampling Helper (Technician - Prevailing Wage) $ 130.00 Per Hour *Surcharge of $10 per/hr. for projects under PLA/CWA agreements Drilling - Hollow Stem Auger (6-8" diameter) (subject to adjustment) $ 6600.00 Per Day Drilling - Mud Rotary Wash Drilling (subject to adjustment) $ 7150.00 Per Day Drilling - Cone Penetration Test (subject to adjustment) $ 7700.00 Per Day Coring- Pavement (Crew + Equipment, including rapid set concrete or cold AC patching) $ 280.00 Each Core Saw-Cut - R-value Sampling (Crew + Equipment, including rapid set concrete or cold AC 390.00 Each Location $
patching)
Sample Pickup (truck + driver, within a 50-mile radius from GAl's office) $ 170.00 Per Round GPR Survey $ 3850.00 Per Day
Percolation Test (Falling Head Method - Max. depth 15') (Min. 2 tests, $9,900) $ 4950.00 Per Test

INSPECTION SERVICES

GEOTECHNICAL MONITORING

DURING CONSTRUCTION TESTING AND INSPECTION SERVICES
*Soil Technician / Field Engineer (Prevailing Wage) 140.00 Per Hour *Surcharge of $10 per/hr. for projects under PLA/CWA agreements $ 100.00 Per Hour
Soils/Materials Inspector (Regular Wage)
Technician / Field Engineer - Pile and Tieback Monitoring & Inspection $ 140.00 Per Hour Deputy Grading Inspector (City of LA) 170.00 Per Hour
$ 80.00 Per Day
Nuclear Gauge Equipment

MATERIALS SPECIAL INSPECTION
$ 140.00 Per Hour
*Inspector/Concrete, Batch Plant Inspection
*Inspector/Masonry $ 140.00 Per Hour
*Inspector/Welding/Steel/Tagging & Sampling $ 140.00 Per Hour 140.00 Per Hour
*Inspector/Post-Tension
*Inspector/Fireproofing $ 140.00 Per Hour
*Inspector/UT $ 150.00 Per Hour
*Inspector/Pull Test $ 150.00 Per Hour
*Surcharge of $10 per/hr. for projects under PLA/CWA agreements Per Diem Shop Inspection (if the shop is more than 50 miles from the project site) $ TBD

REPORTS
Soils (Geotechnical/Geohazard Evaluation) Report Varies - Lump Sum Effective: January 2025-December 2027 Geo-Advantec, Inc. Page A1 of A6 Proposal No. 25-1043 Master Fee Schedule
Geo-Advantec, Inc.

Geotechnical Engineering. Earthquake Engineering. Engineering Geology

REPORTS
DSA-293 Report $ 830.00 Ea. Cert.

DSA-291 Report $ 830.00 Ea. Cert.

Final Grading / Compaction Report (Comprehensive-Minimum) $ 3300.00 Each Pad Certificate Report/Letter $ 1650.00 Each
Utility Trench Compaction Report - (Length <4000 L.F.) $ 2750.00 Each Wall Backfill Report $ 2750.00 Each
Monthly Interim In-Grading Report $ 1650.00 Each
Pile/Shoring Monitoring Report (Final) $ Quote Each
Plan Review (Grading/ Foundation) $ 2750.00 Each
Materials Testing Final Verification Letter 1100.00 Each Project Laboratory Report Review Letter (Stamped) $ 830.00 Each

LABORATORY TESTING

SOIL AND AGGREGATE

CLASSIFICATION & PHYSICAL CHARACTERISTICS

ID ASTM
T101 D2937 CT212 Unit Weight $ 32.50 Each
T102 D4829 Expansion Index $ 155.00 Each
T103 C117, D1140 Finer than #200 Wash $ 65.00 Each
CT202 Sieve Analysis- Coarse & Fine Including wash $ 192.50 Each T104 D422, C136
CT202 Sieve Analysis- Coarse Aggregate $ 147.50 Each
T105 D422, C136
CT202 Sieve Analysis- Fine Including Wash $ 165.00 Each T106 D422, C136
CT203 Particle-Size Distribution - Sieve Analysis + $ 247.50 Each T107 D422 Hydrometer Combined
CT203 Hydrometer Analysis only $ 165.00 Each
T108 D422
T109 CT204 Atterberg Limits LL, PL, & Pl of Soils $ 155.00 Each D4318
Consolidation (without Time Rate) $ 237.50 Each
T110 D2435
CT217 Sand Equivalent Value of Soil and Fine Aggregate $ 137.50 Each Set T111 D2419 (Set of Three)
Specific Gravity and Absorption (Coarse $ 110.00 Each
T112 C127 CT206 Aggregate)
T113 CT206 Absorption Only, Coarse Aggregate $ 82.50 Each C127
T114 C128 CT207 Specific Gravity and Absorption (Fine Aggregate) $ 197.50 Each T115 C128 CT207 Absorption Only, Fine Aggregate $ 110.00 Each AASHTO CT209 Specific Gravity (Soil) by Hydrometer (Water 175.00 Each T116 T100 Pycnometer)
T117 D2216 CT226 Water Moisture Content $ 32.50 Each
T118 D3080 Direct Shear (3 Points) $ 330.00 Each
T119 D3080 Direct Shear Remolded sample (3 points) $ 375.00 Each Maximum Density 4 in. Mold Passing No.4 or 3/8 $ 192.50 Each T120 D1557-A, B in. Sieve
T121 D1557-C Maximum Density 6 in. Mold Passing 3/4 in. Sieve $ 202.50 Each T122 CT221 Unconfined Compressive Strength of Cohesive $ 175.00 Each D2166 Soil
T123 D2844 CT301 R-Value, Untreated Material (3 Points) $ 357.50 Each T124 D2844 CT301 R-Value, Treated Material $ 385.00 Each T125 D4791 CT235 Flat and Elongated Particles $ 275.00 Each T126 D3744 CT229 Durability Index (fine and coarse) in Aggregate $ 275.00 Each Effective: January 2025-December 2027 Geo-Advantec, Inc. Page A2 of A6 Proposal No. 25-1043 Master Fee Schedule
Geo-Advantec, Inc.

Geotechnical Engineering. Earthquake Engineering. Engineering Geology

SOIL AND AGGREGATE

CLASSIFICATION & PHYSICAL CHARACTERISTICS

ID ASTM CTM
T127 D3744 CT229 Durability Index (fine or coarse) in Aggregate $ 175.00 Each T128 C142 Clay Lumps and Friable Particles in Aggregate $ 165.00 Each T129 C40 CT213 Organic Impurities in Fine Aggregates for Concrete $ 92.50 Each T130 D5821 CT205 Percentage of Crushed Particles $ 197.50 Each T131 C131 CT211 Los Angeles Rattler Test, (Abrasion up to 1-1/2") $ 330.00 Each Los Angeles Rattler Test, (Abrasion Large-up to 2- $ 385.00 Each T132 C535 CT211
1/2")
Sodium/Magnesium Sulfate Soundness of $ 435.00 Each
T133 C88 CT214
Aggregate, 5-cycles
Relative Compaction of Soils & Aggregates using $ 265.00 Each T134 CT216
California Impact Apparatus
T135 CT227 Cleanness Value of Coarse Aggregate $ 247.50 Each Moisture-Density Relations of Soil-Cement $ 192.50 Each T136 D558 Mixtures
Compressive Strength of Molded Soil-Cement $ 72.50 Each T137 D1633-A Cylinders using 4 in. Mold
T138 D4546 One-Dimensional Swell or Collapse of Soils $ 165.00 Each Shelby Tube Cutting, Remolding or Trimming $ 32.50 Each T139 Specimens for testing
T140 California Bearing Ratio, Maximum Density test $ Quote Each D1883 separate charge
T141 D2435 Consolidation (with time rate for 2 loads) $ 307.50 Each T142 AASHTO CT234 Fine Aggregate Angularity $ 242.50 Each T143 D2850 Unconsolidated-Undrained Triaxial Compression $ 182.50 Each

CHEMICAL PROPERTIES OF SOILS
ID •CTM
T190 CT643 Resistivity $ 82.50 Each
T191 CT643 pH $ 72.50 Each
T192 EPA 300.0 Sulfate Content $ 100.00 Each
T193 EPA 300.0 Chloride Content $ 100.00 Each
CT643
T194 EPA 300.0 Corrosivity Series $ 305.00 Each
EPA 300.0

CONCRETE
ID ASTM :CTM
CT521 Compression Tests, 6x12 and/or 4x8 Cylinders, $ 42.50 Each T201 C39 including Holds
T202 C495 Compression, Lightweight Insulating Concrete $ 132.50 Each Concrete Cores Compression Test (excludes $ 87.50 Each
T203 C42, C39 sampling)
T204 C42 Drilling Cores from Shotcrete Panel (Lab) $ 137.50 Each T205 C109 C515 Compression, 2"x2"x2" Cube Specimen $ 60.00 Each T206 C496 Splitting Tensile Strength 6"x12" Cylinder $ 165.00 Each T207 C78 CT523 Flexural Strength Test (6"x6"x21" Beam) $ 166.00 Each T208 Drying Shrinkage (Set of 3 bars, 4 readings, up to $ 527.50 Each set C157 90-days)
T209 C39 Unit Weight of Concrete Cylinders $ 55.00 Each Effective: January 2025-December 2027 Geo-Advantec, Inc. Page A3 of A6 Proposal No. 25-1043 Master Fee Schedule
Geo-Advantec, Inc.

Geotechnical Engineering, Earthquake Engineering, Engineering Geology

CONCRETE

ID ASTM CTM
T210 Review Existing Mix Design $ 110.00 Each
T211 Drilling Cores from Shotcrete Panel (Field) $ 220.00 Each

MATERIALS TESTING

ID ASTM
Fireproofing Density Test $ 85.00 Each
T301 D2216 7-6
Mechanically Spliced Reinforcing Tensile Test up $ 360.00 Each T302
to size No.11
T303 A416 Pre-Stress Still Strand (7 wire) $ 385.00 Each T304 A615, A706 Reinforcing Tensile or Bend Up to No.8 $ 75.00 Each T305 A615, A706 Reinforcing Tensile or Bend No.9 to 11 $ 100.00 Each T306 A615, A706 Reinforcing Tensile or Bend No. 11 to 14 $ 200.00 Each T307 N/A Welding Procedure Review $ 110.00 Each
Anchor Bolts, Studs, or Threaded Rods Tensile $ 265.00 Each T308 F606 Test under 100,000 lbf
Bolt A325 or A490 Wedge Tensile and Hardness
T309 F606, F3125 p to ¾ $ 165.00 Each
Bolt A325 or A490 Wedge Tensile up to 1-1/8" ir $ 250.00 Each T310 F606, F3125 diameter, and Hardness
Bolt A325 or A490 Wedge Tensile up to 1-1/4" in $ 250.00 Each T311 F606, F3125 diameter, and Hardness
Bolt A325 or A490 Wedge Tensile up to 1-3/8" in $ 255.00 Each T312 F606, F3125 diameter, and Hardness
Bolt A325 or A490 Wedge Tensile up to 1-1/2" in $ 285.00 Each T313 F606, F3125 diameter, and Hardness
T314 F606, A194 Nut - Hardness and Proof Load under 100,000 Ibf $ 70.00 Each Nut- Hardness and Proof Load Test 100,000- $ 85.00 Each T315 F606, A194 120,000 Ibf
Washer- Hardness $ 55.00 Each
T316 436

HOT MIX ASPHALT TESTING

ID ASTM CTM
T401 CT304 Laboratory Test Maximum Density (LTMD), Hveem $ 310.00 Each D1561
T402 CT304, Stabilometer Value $ 360.00 Each
D1560 CT366
T403 CT305 Stability - Swell $ Quote Each
T404 CT308 Specific Gravity & Density of Core $ 110.00 Each Theoretical Maximum Specific Gravity & Density $ 260.00 Each T405 D2041 CT309 (Rice)
T406 CT370 Moisture Content by Microwave Oven $ 80.00 Each T407 D5444 CT202 Sieve Analysis of Extracted Aggregate Sample $ 190.00 Each T408 C136 CT202 Sieve Analysis of Bin Aggregate Sample, each $ 80.00 Each T409 C136 CT202 Sieve Analysis of Combined Aggregate Sample $ 250.00 Each CT382 Asphalt Content by Ignition Oven (Bitumen $ 260.00 Each T410 D6307 Content)
CT382 Asphalt Content by Ignition Oven (Correction $ 390.00 Each T411 D6307 Factor)
T412 D1188 CT308 Unit Weight - Coated, Molded Specimen or Cores $ 110.00 Each T413 D2726, Compacted Maximum Density - MARSHALL $ 260.00 Each D6926
T414 D2172 Extraction, % Asphalt (Reflux) including wash and $ 430.00 Each solvent charge
T415 D2216 CT226 Emulsion Moisture Content by Oven $ 70.00 Each T416 AASHTO T59 CT331 Residue by Evaporation $ 220.00 Each Effective: January 2025-December 2027 Geo-Advantec, Inc. Page A4 of A6 Proposal No. 25-1043 Master Fee Schedule
Geo-Advantee, Inc.

Geoteclinical Engineering. Eurthquake Engineering. Engineering Geology

HOT MIX ASPHALT TESTING

ID ASTM CTM
1417 D3910 Wet Track Abrasion Test (WTAT) $ Quote Each

MASONRY TESTING
'ID ASTM UBC
T501 C140 Compression Test of CMU Block (gross) $ 105.00 Each C140 Absorption & Moisture Content $ 90.00 Each
T502
T503 C426 Linear Shrinkage $ 270.00 Each
T504 C140 Unit Weight $ 90.00 Each
C140 Dimensional Measurements $ 60.00 Each
T505
T506 C140 Compression Test of Masonry Core $ 105.00 Each T507 C39, C780 21-16 Compression Test of 2" × 4" Mortar Cylinder $ 60.00 Each T508 C1314 21-17 Compression Test of Composite Prism $ 270.00 Each T509 21-18 Compression Test of 3" × 3"x 6" Grout $ 105.00 Each C1019
T510 CBC 2105A.4 Shear on Masonry Cores, 2 Faces, 4" or 6" Cores $ 195.00 Each Saw Cutting Coupons, or trimming from Masonry $ 45.00 Each T511 Unit
GPR Scanning for Reinforcement $ Quote Each
T512
T513 Masonry Wall Coring $ 330.00 Each
T514 Masonry Wall Coring above 5 feet from floor $ Quote Each T515 C482 Veneer Bond Strength Shear Test-Onsite $ Quote Each

MINIMUM CHARGES FOR CONSTRUCTION PHASE INSPECTIONS
• All technicians and inspectors are based on a minimum of four (4) hours. Over four hours shall be a minimum of eight (8) hours for inspectors or technicians. If an inspector or technician is scheduled to perform a service, shows up at the project site, and no work is performed, a four-hour (4) charge will apply and be referred to as a show-up charge.

TRAVEL & MILEAGE
• No travel time and mileage costs for engineering staff and materials/special inspection personnel. Per the regulations of Department of Industrial Relations (DIR-Public Works Manual 2016), for soils technicians performing construction inspection and testing carrying a nuclear gauge device travel time will be charged at contractual rate, from GAl's closest office and for round trip drive time (Portal to Portal). • For regular/non-prevailing jobs, a round-trip mileage cost equal to $0.75 per mile, calculated from GAl's office to the project site, will be charged.
• The travel time and mileage fee may be subject to change per the negotiation with the client and written approval.

SCHEDULING & CANCELLATIONS
• A 24-hour notice is required when scheduling an inspection or technician. For same day scheduling and for after 3:00 pm the preceding day, the inspector/technician will be deployed to the site if a technician is available.

PREVAILING WAGE
• Our rates will increase proportionally every July 1 in accordance with the wage listed by the Department of Industrial Relations which is tied to Operating Engineers Local 12 documented annual increases plus corresponding changes in our general administration and overhead expenses. These adjustments shall become agreed upon basis for charges by GAl to Client.

LABORATORY TESTING
• Material samples will be discarded after testing, unless notification by Client has been made to GAl's laboratory prior to testing. If Client requires samples be retrieved after testing or stored at GAl's laboratory for an extended duration of time, arrangements can be made at no additional cost to the client.

Effective: January 2025-December 2027 Geo-Advantec, Inc. Page A5 of A6 Master Fee Schedule
Proposal No. 25-1043
Geo-Advantec, Ine.

Geotechnical Engineering, Earthquake Engineering. Engineering Geology

TERMS OF PAYMENT
• Invoices shall be deemed delinquent if not paid within thirty (30) days from date of invoice and will be subject to an additional charge of 1.5% of the unpaid balance for each month of delay. GAl reserves the right to terminate its services to Client without notice if all invoices are not paid currently. In case of service termination, the entire amount accrued for all services performed shall immediately become due and payable. Client waives any, and all claims against GAl, its subsidiaries, affiliates, servants, and agents, for termination of work pursuant to this paragraph.

Effective: January 2025-December 2027 Geo-Advantec, Inc. Page A6 of A6 Master Fee Schedule
Proposal No. 25-1043
#: JMD

HOURLY RATE SCHEDULE
JMD Personnel Position/Title in Company FY 2025 FY 2026 FY 2027 Off-Site
Juan M. Diaz Principal/Rail/Transit $279.00 $287.00 $296.00 Peter Kim QA/QC Manager $260.00 $268.00 $276.00
Jack Shah QA/QC Manager $256.00 $264.00 $272.00
Lan Saadatnejadi Project Engineer - Highways $179.00 $184.00 $190.00 Algis Marciuska Sr. Project Manager/Technical Adv. $184.00 $190.00 $196.00 Steven Itagaki Sr. Project Manager - Traffic $205.00 $211.00 $217.00 Ivan Salvatierra Sr. Project Manager - Civil $205.00 $211.00 $217.00 Sherri Terrell Marketing Manager $118.00 $122.00 $126.00 Gilbert Figueroa Project Engineer $133.00 $137.00 $141.00 Luis Castañeda Assistant Project Manager $139.00 $143.00 $147.00 Deepak Solanki Project Manager $127.00 $131.00 $135.00
Greg Andrade Sr. Designer $102.00 $105.00 $108.00
Dana Dardoon Engineer I!! $97.00 $100.00 $103.00
Chapman Lee Engineer lI $93.00 $96.00 $99.00
Rafael Rincon Engineer I! $79.00 $81.00 $83.00
Albert Cisneros Engineer i $83.00 $85.00 $88.00
Gabriel Macias Engineer $83.00 $85.00 $88.00
Jasmine Felix Administrative/Clerical $77.00 $79.00 $81.00 On-Site
Mike Paieri Sr. Construction Inspector $121.00 $125.00 $129.00 Deepak Solanki PM/Plan Checker $136.00 $140.00 $144.00
Henry Completo Development Reviewer $131.00 $135.00 $139.00 Frank Sanchez Project/Construction Manager $135.00 $139.00 $143.00 Tom Geary Building Inspector $121.00 $125.00 $129.00
Rick Barajas Sr. Construction Inspector $126.00 $130.00 $134.00 Thomas Geary Sr. Construction Inspector $100.00 $103.00 $106.00 John Moon Construction Inspector l $88.00 $91.00 $94.00 Reimbursable Costs
Photo Copies (B&W) $O.12/Each
Photo Copies (Color) S0.39/Each
Bond Prings (24"×36") $3.00/Each
Mileage* $0.70/Mile
*Assumptions:

Rates are effective January 1, 2025 through December 31, 2027 as noted Mileage rate per IRS.

Hayward (Corporate) | Fresno | Los Angeles | Sacramento | F. (408) 988-0101 Utility Locating - Ground Penetrating Radar (GPR) - BESS Electromagnetic Pipe Locators Structural Concrete Scanning - Potholing Vacuum Excavation - CCTV Pipe Inspection Mobile LIDAR Scanning - 3D Scanning - 3D Utility Mapping - Gas Standy by - www.besstestlab.com UTILITY SOLUTIONS DBE 34267 - CSLB 817532 - DIR 1000007058 - MBE 1208095 - SBE 38052 - SLEB 18-00111 - ISN 400231830 BESS Utility Solutions Rate Schedule 2025-2027
Night/01 Emergency
Houlry Rate Rate Rate
Services
Project Management
Project Coordination
Utility Foreman
Licensed Professional (Civil / Surveyor )
LIDAR / UAV / Data Processing and Extraction
CAD Technician
Reports / Sketches / Clerical
Administrative Support
Data Processing and Extraction
Utility Location & Gas Transmission Standby BOSS BE CRENSE 1-Person Utility Designation w/ GPR & EM Pipe Locator $351 2-Person Utility Designation w/ Multi Antenna GPR $702
1-Person Gas Transmisson Stand by w/truck and equipment $369 Potholing and Vacuum Excavation
2-Person Utility Potholing w/ air vacuum truck $497
1-Person Utility Potholing w/ hydro vacuum truck $478
2-Person Utility Potholing w/ hydro vacuum truck $598
2-Person Utility Potholing w/ Air OX vacuum truck $669
2-Person Key Hole & Surface Restoration w/ equipment $483 1-Person Dump Truck Crew w/equipment $358
Traffic Control
1-Person Traffic Control w/ arrow truck $189 $246 $303
2-Person Traffic Control w/ arrow truck $301 $391 $481
1-Person Flagger / TC Helper $163 $212 $261
GPR Concrete Scanning and Coring
$225 $293 $360
1-Person GPR Concrete Scanning w/ equipment
1-Person GPR Concrete Scanning w/ equipment Prevailing Wage $302 $392 $483 1-Person Saw Cutting & Coring w/ equipment $180 $234 $288 1-Person Saw Cutting & Coring w/ equipment Prevailing Wage $197 $256 $315 CCTV Camera - Video Inspection
2-Person CCTV Pipe Inspection w/ Main Line Crawler Unit $387 $503 2-Person CCTV Pipe Inspection w/ Lateral Line Push Unit $375 $487 $460 $598
2-Person Hydro Flushing w/ hydro vacuum truck
Surveying and Mapping
1-Person Survey Crew - GPS / Robotic / 3D Scanner $228 $297 $366 2-Person Survey Crew - GPS / Robotic / 3D Scanner $325 $423 $520 $422 $549 $675
2-Person Survey Crew - Mobile LiDAR Scanner
$325 $423 $520
2-Person Survey Crew - UAV Data Collection
NOTE: Rates are portal to portal from our nearst office. Mobilization may apply for distances further than 50 miles from nearest office.

Additional Cost
1-Person Utility Support Truck $186 $241 $297
$163 $212 $173
1-Person General Labor Hourly Rate
$208 $271 $333
1-Person Operator Hourly Rate
1-Person Utility Truck Mobilization Rate $128
Air/hydrovac Utility Truck Mobilization Rate $337
Hydrovac Utility Truck Mobilization Rate $383
Large Specialty Utility Truck Mobilization Rate $429
Traffic Control Pians - non-stamped (per sheet) $450
$675
Traffic Control Plans - Stamped (per sheet)
Current IRS Rate
Mileage, if applicable
Current GSA Rate
Lodging and meals, applies when over 50 miles
Remote Hose Per 25' Section (3" 4" or 6" 10") $45/Each
Off site disposal of Non-Hazardous Material $1,500/Load Cost +10%
Off-Road Vehicle Rental
Cost +10%
Outside reproductions, shipping, services and consultants Cost of specialty field supplies, rental equipment, bridge tolls etc. Cost +10% Work site must be safe and prepared in advanced prior to scheduleing our crews (if managed by client) Show up cost is a 4 hour minimum per our houlry rates (Per National Pipe Line agreement) Over time applies after eight hours of work on site and weekends Emergencies and Sundays are double time Rates above apply to day shift (typical BESS day shift hours are 7:00 AM to 3:30 PM).

Night rate applies outside of normal shift hours.

Overtime after 8hrs on site up to 12hrs and Saturdays
Overtime after 12hrs, Emergency, Sundays and Holidays
3% escalation may apply for multi year contracts