AGREEMENT NO. 2025-2A
FIRST AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT
This First Amendment to Professional Services Agreement No. 2025-2 (Amendment) effective date of July 1, 2025, is entered into between the City of Camarillo, a general law city (City) and Kennedy/Jenks Consultants, Inc., a California corporation (Consultant), collectively referred to as the Parties.
Recitals.
A. The parties have entered into a written agreement entitled “Professional Services Agreement Number 2025-2” having an effective date of January 22, 2025 (Agreement) to provide for certain professional services in the amount of $164,523.20 as outlined in Exhibit A of Agreement from Consultant.
B. All capitalized terms not defined in this Amendment have the meaning set forth in the Agreement.
C. The parties desire to modify the scope of work in pursuant to Section 3.3 of the Agreement and “Fee Schedule” pursuant to with Section 5.1.
Section 1. Amendment. The Agreement is amended to add the following:
1. Additional “Scope of Services” of the Agreement is
amended to add the following:
Provide additional professional services in the amount of $167,842 as included in the proposal dated August 25,
2025, to provide additional engineering services to perform inspection, evaluation, and cleaning of six water reservoirs required to support a seismic hazard mitigation funding application and to prepare preliminary (60%) design
drawings and specifications for two replacement
prestressed concrete Reservoir No. 1 (4 MG) and
Reservoir No. 2 (1 MG) for the existing welded steel tanks at Reservoir No. 1 (3 MG) and Reservoir No. 2 (1 MG). See attached Exhibit A, Scope of Services.
2. “Fee Schedule” of the Agreement is amended. See
attached Exhibit B, Fee Schedule.
Section 2. Compensation and Payment. First Amendment to Professional Services Agreement is for a not-to-exceed amount of $167,842 for services provided in proposal dated August 25, 2025, for a total agreement amount of $332,365.20.
Section 3. Continuation of Terms of Agreement. Except as expressly modified by the terms and provisions of this document, the remaining terms and provisions of the Agreement remain in full force and effect.
THE AUTHORIZED REPRESENTATIVES of the Parties have caused this First Amendment to Agreement No. 2025-2 to be executed as of the Effective Date.
CITY OF CAMARILLO
Greg Ramirez, City Manager
ATTEST:
Carrie Weal, City Clerk
KENNEDY/JENKS CONSULTANTS, INC., a California corporation Jeff Savard, Vice President
Edward Yang, Vice President
022430 10/31/2025
Camarillo Business Tax Certificate Number Expiration Date Attachments: Exhibit A, Scope of Services
F:\Departments\Public Works\Capital Projects\Reference\_CIP\Agenda Items\CIP 2025 Agenda Items\CIP 9-10-25 Agenda Items\WT-5044 KJ Amendment\KJ\Scope of Work_60% only.docx Amendment No. 1 to the Contract for Professional Services between the City of Camarillo and Kennedy/Jenks Consultants, Inc. to perform inspection, evaluation, and cleaning of six water reservoirs (Project No. WT-5044).
Description of Additional Services / Scope of Work
The following scope of work is provided in response to a City request to have engineering support services to support a seismic hazard mitigation funding application and to prepare preliminary (60%) design drawings and specifications for two replacement prestressed concrete Reservoir No. 1 (4 MG) and Reservoir No. 2 (1 MG) for the existing welded steel tanks at Reservoir No. 1 (3 MG) and Reservoir No. 2 (1 MG).
The services to be performed by the Kennedy Jenks (KJ) Team are as follows:
Task 1 (per original agreement)
Task 2 – Inspection, Condition Assessment and Cleaning:
Subtask 2.1 – Reservoir Condition Assessment: KJ will coordinate and provide the services of its subcontractor, CSI Services, to perform two (2) additional days of vacuum cleaning of additional sediment observed at Reservoir No. 5 before performing underwater inspections.
Tasks 3 and 4 (per original agreement)
Task 5 – Additional Project Management and QA/QC:
The objective of Task 5 will be to continue to develop and implement the appropriate management procedures and actions to facilitate timely and cost-effective delivery of quality services and products to the City. This task shall consist of project monitoring and administration and project quality assurance/quality control (QA/QC) activities as identified in Task 1 of the original Contract for Professional Services for the additional work:
Subtask 5.1 – Project Set-Up: KJ will update the project within KJ’s accounting system to include the additional work and prepare amendments for subconsultant agreements.
Subtask 5.2 – Project Administration: KJ will provide project management services for execution of the additional work covered by this amendment. It is assumed the project duration is 2 months.
Subtask 5.3 – Meetings: Unless noted otherwise below, all meetings will be held virtually through Microsoft Teams. KJ will participate in one (1) meeting to review the draft seismic analysis report, one (1) meeting to review the preliminary/60% drawings, and up to four (4) progress meetings to discuss procedures, progress, problems, or outstanding issues.
KJ will prepare for, attend, and facilitate a draft seismic analysis report review meeting with the City, and appropriate team members. The meeting is anticipated to have a 1-hour duration and will be attended by up to 3 KJ staff. Findings and recommendations will be discussed. KJ will prepare and submit meeting minutes.
EXHIBIT A
CC Agreement 2025-2A
F:\Departments\Public Works\Capital Projects\Reference\_CIP\Agenda Items\CIP 2025 Agenda Items\CIP 9-10-25 Agenda Items\WT-5044 KJ Amendment\KJ\Scope of Work_60% only.docx KJ will prep
are for, attend, and facilitate a draft preliminary/60% drawings and performance specifications review meeting with the City, and appropriate team members. The meeting is anticipated to have a 1-hour duration and will be attended by up to 5 KJ staff. Findings and recommendations will be discussed. KJ will prepare and submit meeting minutes KJ will prepare for, attend, and conduct up to four (4) progress meetings that will include a review of progress, discussion of items requiring feedback, list of outstanding issues requiring resolution, status of scope, schedule and budget, and review of risks. KJ will participate in meetings via Microsoft Teams. The meetings are anticipated to have a 1-hour duration and will be attended by the KJ Project Manager.
Subtask 5.4 – QA/QC: KJ will provide QA/QC reviews of draft and final deliverables, the draft and final seismic analysis report, the drawings, specifications, costs estimates, and other deliverables included in the amended scope of work.
Subtask 5.5 – Health and Safety: The previously prepared project-specific health and safety plan (HASP) will be reviewed and updated by the health and safety officer with the project team prior to initiating any field activities.
Task 5 Deliverables:
1. Monthly invoices assumed through the completion of preliminary design in September 2025 (2 months) (electronic, Adobe Acrobat PDF format).
2. Update to the Draft and Final project-specific health and safety plan for any site visits (electronic, Adobe Acrobat PDF format).
3. Detailed Data Request (electronic, Adobe Acrobat PDF format).
4. Draft Seismic Analysis Report Review Meeting Notes and Draft Preliminary/60% Drawings and Performance Specifications Review Meeting Notes (elect ronic, Adobe Acrobat PDF
format).
T
ask 6 – Seismic Analysis to Support Seismic Hazard Mitigation Funding Application:
KJ will coordinate with the City and their funding consultant, Engineering Solutions Services (ESI), to develop and provide a seismic analysis letter report to support ESI’s submitted Benefit Cost Analysis (BCA) seismic hazard mitigation to the State of California Office of Emergency Services (CalOES). The seismic analysis report will need to provide a description of the existing seismic conditions versus the project conditions following seismic rehabilitation/replacement.
The report will address the following items:
1. Document earthquake history in the local area related to Reservoir Nos. 1, 2, 3 and 4 sites.
2. Identify the trigger event for the seismic event that will be used for risk that needs to be managed.
3. Identify structure recurrence interval(s) (50-year, 200-year, 475-year, 2,475-year return period) both
before and after seismic rehabilitation/replacement.
4. Identify the failure mode(s)/mechanism(s).
5. Estimate the damages to help identify avoidance of damages for the BCA.
EXHIBIT A
CC Agreement 2025-2A
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6. Identify the reservoirs/structures existing peak ground acceleration capacity versus the peak ground acce
leration following seismic rehabilitation/replacement.
7. Identify earthquake magnitude assurance before and after seismic rehabilitation or replacement.
8. Identify and prepare the conceptual design of several pre-mitigation measures.
9. Estimate the loss of service due to an earthquake.
10. Identify the impact of failure modes.
11. Provide construction cost estimates of pre-mitigation measures.
12. Complete the seismic assessment/analysis and document the findings of the potential failure of Re
servoir Nos. 1, 2, 3, and 4 (welded steel tanks).
Critical elements for structural analysis will be limited to overturning ratio, hoop tensile stress in the shell, compression stress in the shell, sliding, and freeboard. Critical elements omitted from the structural analysis would include the roof framing and columns supporting the roof because insufficient information is available to assess these elements.
The seismic analysis report will not identify all pre-mitigation measures or prepare conceptual design and cost estimates for all the pre-mitigation measures.
Task 6 Deliverables:
Draft and Final Seismic Analysis Letter Report to Support BCA (electronic, Word and Adobe Acrobat PDF format).
Task 7 – Topographic Survey Review and Coordination:
KJ will review and coordinate with the City’s topographic survey consultant Encompass Consultant Group (ECG) to provide criteria for land surveying for obtaining AutoCAD drawings files suitable for the construction drawings for Reservoir Nos. 1 and 2. KJ will review the proposal with scope of work for topographic base mapping and record boundary survey and provide input to the City for the mapping requirements. Once topographic base mapping is completed, KJ will review the provided AutoCAD drawing file to identify and make sure all of the required information for design and construction of the reservoirs has been documented. KJ will provide review comments on the AutoCAD drawing files to the City so that the survey consultant may edit and revise the drawing file.
Task 7 Deliverables:
Letter or e-mail with written review comments and marked up drawing file (electronic, Word and Adobe Acrobat PDF format).
Task 8 – Geotechnical Services:
This task includes geotechnical services and consultation relevant to the geologic and geotechnical data needed to support the seismic analysis of the two replacement reservoirs by KJ's specialty subconsultant, Yeh and Associates, Inc. (Y&A). The work would include
EXHIBIT A
CC Agreement 2025-2A
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the 50-year and 200-year return period events or scaling from 475-year and 2,475- year return period events previously provided, identifying the earthquake or seismic parameters including the seismic factors SS and S1, the site specific response parameters, SMS and SM1, and the design spectral acceleration parameters, SDS and SD1, plus the deaggregated mean earthquake magnitude MW, and the mapped MCEr peak ground acceleration PGAm for the 50- year, 200-year, 475-year, and 2,475 year return period events. The work will include documenting earthquake history in the local area related to Reservoir Nos. 1 and 2 sites.
Task 8 Deliverables:
Letter with geotechnical data for hazard mitigation funding application (electronic, Adobe Acrobat PDF format).
Task 9 – Preliminary/60% Design Services for Replacement of Reservoir Nos. 1 and 2 The design scope is based on initially preparing preliminary/60% documents for replacing the two reservoirs at the same locations with the volume and types of reservoir construction as documented in this Amendment No. 1. The scope also includes improvements spanning approximately 15 feet outside the reservoirs for new inlet pipelines and reconnecting the outlet pipelines, drain/overflow pipelines, and electrical/ instrumentation equipment. This scope of work does not include any improvements to the existing access roads, slopes, or any other site modifications that extend beyond 15 feet from Reservoir Nos. 1 and 2. The anticipated drawing list for the proposed improvements and the 60% design submittal is provided at the end of this scope of work.
Subtask 9.1 – Review Background Documents: KJ will collect and review available data and record drawings of the Reservoir Nos. 1 and 2 facilities provided by the City.
Subtask 9.2 – Site Visit: Prior to the submittal of the funding application, KJ will conduct one site visit before developing the drawings and specifications. The project manager, civil design lead engineer, and electrical design lead engineer will attend the site visit. The engineering team will consult with the City representatives at the two reservoir sites to coordinate the elements of the facilities for replacement of the two reservoirs.
Subtask 9.3 – Basis of Structural Design and Structural Design Criteria: KJ will develop the design criteria for the replacement reservoirs that will be the basis for preliminary plans and performance based technical specifications for the two reservoirs. The basis of design and design criteria will be documented in a technical memorandum for review and approval before proceeding with the preparation of drawings and technical specifications.
Subtask 9.4 – Preliminary/60% Drawings and Specifications: KJ will develop a limited number of preliminary/60% drawings and provide a preliminary level prestressed concrete reservoir site layout plan and typical reservoir section for each of the replacement Reservoir Nos. 1 and 2 which when combined with a reservoir performance-based technical specification will permit the City to be able to submit the project for sub application funding by CalOES/FEMA/DHS for the design and construction. The reservoir structural design will require bidding constructors to prepare project designs and specifications and to construct the reservoirs according to the design also known as a design-construct project. KJ will develop and provide one (1) performance based technical specification for the reservoirs only so the City will be able to obtain construction bid(s) for the reservoir final design and construction based on the City’s preference for two (2) AWWA D110 circular strand-wound prestressed concrete water
EXHIBIT A
CC Agreement 2025-2A
F:\Departments\Public Works\Capital Projects\Reference\_CIP\Agenda Items\CIP 2025 Agenda Items\CIP 9-10-25 Agenda Items\WT-5044 KJ Amendment\KJ\Scope of Work_60% only.docx storage tanks with concr
ete flat slab column supported roofs. KJ will also prepare an OPCC that conforms to AACE Class 2.
Task 9 Deliverables:
1. Basis of Design and Design Criteria Technical Memorandum (Microsoft Word or Adobe Acrobat PDF format).
2. Draft and Final Preliminary/60% Drawings and one performance technical specification for prestressed
concrete water reservoirs and appurtenances (22”x 34” Adobe Acrobat PDF format for drawings, Microsoft Word
or Adobe Acrobat PDF format for specifications).
3. Class 2 OPCC (electronic, Adobe Acrobat PDF format).
Responsibilities of the City:
The scope o
f work is based on the City being responsible for the following items:
1. All background information and record drawings to be reviewed for this Project.
2. City operations and maintenance personnel shall be available for site access for KJ or its subcontract
ors and provide right-of-entry for KJ personnel. The scope of work assumes the reservoir
s will be accessible during normal work hours. The City will provide access to the site and any permits and permit fees for all work.
3. The City will provide topographic survey files suitable for preparation of the drawings.
4. Participate in decision-making and provide a best-faith effort to make key decisions in a timely manner.
5. The City will provide timely reviews of submittals. The City will provide resolved and consolidated review comments on preliminary/60% design deliverables within 1 working day of receipt of deliverables.
6. The City is responsible for all environmental review and requirements and compliance with the State of Californ
ia Environmental Quality Act for the project. It is anticipated that a NEPA review of the project will be
part of the funding application process. The City
anticipate
s the project is eligible for a Class 2 Categorical Exemption (Replacement and Reconstruction) from CEQA due to the fact that Reservoir No. 1 expansion in capacity is considered “
negligible” to “none” because the City would be taking Reservoir Nos. 3 and 4 at other sit
es out of service, resulting in no net increase in capacity across the system even though Reservoir No. 1 will increase in capacity. The NEPA review typically requires no
ground disturbing activities prior to project acceptance.
7. KJ CAD Standards, front-end drawings, standard details, and template files will be used where City CAD Standa
rds are not provided.
8. City front-end documents (Division 0 and 1 in CSI format).
9. Desired control strategy, programming, and software for SCADA. Design of instrumentation and controls, SCADA network block diagrams, or system integration is not required.
EXHIBIT A
CC Agreement 2025-2A
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10. The City will coordinate with the State of California Department of Water Resources Division of
Drinking Water for permitting the replacement reservoirs. The scope of work does not include preparing materials for submittal to DDW for permitting new or replacement reservoirs.
Assumptions and Exclusions:
The scope o
f work is based on the following assumptions and exclusions:
1. KJ’s schedule and compensation are based on providing the above scope of services for a period of t
wo (2) months.
2. KJ is not responsible for schedule delays if the work of others including the topographic base mapping of the reservoir sites is not completed in a timely manner.
3. As-built information for the project site, waterlines, electrical equipment, and drainage facilit
ies is available and will be provided by the City. The City will locate utilities within the exist
ing facilities prior to survey and geotechnical exploration. KJ is not responsible for subsurface utility research, measurements, locations, mapping, or potholing services for the preliminary design for replacement reservoirs.
4. KJ will coordinate with the City for specifications related to reservoir accessories, including
inlet and outlet piping, valves, drain and overflow piping, washdown piping, and water qualit
y sampling.
5. It is assumed that additional drawings and technical specifications for general, demolition,
civil, structural, electrical, and instrumentation and controls will be completed following the
submittal of preliminary/60% documents for the funding application.
6. KJ is not responsible for testing of hazardous materials for the demolition of the reservoirs.
7. KJ will manage work hours between tasks and employee classifications, and/or utilize other employee classifications, provided the project total fee is not exceeded without
prior approval of the City.
8. Drawings will be produced in 2D and submitted in AutoCAD 2014 format. The technical specifi
cations will be prepared utilizing the Construction Specification Institute (CSI) format.
9. Final design is not included in this scope of work.
10. Construction support, construction management, and construction inspection are not included in this scope of work.
11. It is assumed that site disturbance will be less than an acre at each site, and a Storm Water Pollut
ion Protection Plan (SWPPP) will not be required. If a SWPPP is required it will be prep
ared by the Contractor. KJ will provide plan notes and address requirements for the Contractor to develop the SWPPP in Spe
cification Section 01140 Environmental
Protection.
EXHIBIT A
CC Agreement 2025-2A
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12. The scope of this project includes maintaining the original purpose of the facilities and falls under the definition of “Routine Maintenance” per the Ventura County Technical Guidance Manual for Stormwater
Quality Control Measures and is therefore exempt
from post-construction
stormwater control measures requirements.
13. Replacement of the existing reservoir sites service transformers or other coordination with SCE is not included.
14. The scope of electrical work does not include providing new power circuits for equipment, devices
or instruments that are being replaced. Existing circuit breakers and new wiring will be util
ized for new equipment or instruments.
15. New enclosed structures or canopies are not included. Designing retaining walls is not required. Design of stor
m drains is not required. Designing new site lighting is not required. Design or optimization of improvement
s to the existing slopes, access roads,
offsite pip
ing and access gates are not required.
16. KJ will not have any input on property acquisition, easements or rights-of-way for the reservoirs or
pipelines.
17. Landscaping and irrigation design services for the reservoirs sites are not included.
Schedule:
The KJ Team will perform the scope of work and complete the project following 2 months from the Notice to Proceed.
Anticipated Drawing List
Sheet
No.
Drawing
No.
Drawing Title 60% 90% /
100%
General
1 G-001 Cover, Location and Vicinity Maps X X
2 G-002 Drawing Index X X
3 G-003 General Abbreviations X X
4 G-004 General Notes and Legend X X
5 G-005 Title 22 Reservoir Regulations X
Demolition X
6 D-101 Existing Conditions and Demolition Plan - Reservoir No. 1
X
7 D-201 Existing Conditions and Demolition Plan - Reservoir No. 2
X
Civil X
8 C-001 Civil Abbreviations and Notes X X
9 C-002 Civil Legend X X
10 C-003 Civil Standard Details X
11 C-101 Overall Site Plan - Reservoir No. 1 X X
12 C-102 Horizontal Control and Paving Plan - Reservoir No. 1 X
EXHIBIT A
CC Agreement 2025-2A
F:\Departments\Public Works\Capital Projects\Reference\_CIP\Agenda Items\CIP 2025 Agenda Items\CIP 9-10-25 Agenda Items\WT-5044 KJ Amendment\KJ\Scope of Work_60% only.docx 13 C-103
Grading and Drainage Plan - Reservoir No. 1 X
14 C-104 Yard Piping Plan - Reservoir No. 1 X
15 C-201 Overall Site Plan - Reservoir No. 2 X X
16 C-202 Horizontal Control and Paving Plan - Reservoir No. 2 X 17 C-203 Grading and Drainage Plan - Reservoir No. 2 X
18 C-204 Yard Piping Plan - Reservoir No. 2 X
19 C-901 Details – 1 X
20 C-902 Details - 2 X
Structural
21 S-001 Structural General Notes X
22 S-002 Structural Special Inspection and Testing Schedules X 23 S-101 Foundation and Roof Plans – Reservoir No. 1 X X 24 S-102 Typical Reservoir Cross Section – Reservoir No. 1 X X 25 S-201 Foundation and Roof Plans – Reservoir No. 2 X X 26 S-202 Typical Reservoir Cross Section – Reservoir No. 2 X X Electrical
27 E-001 Electrical Notes and Abbreviations X
28 E-002 Electrical Legend – 1 X
29 E-003 Electrical Legend – 2 X
30 E-004 Electrical Standard Details X
31 E-101 Overall Site Plan - Reservoir No. 1 X
32 E-102 Single Line Diagram/Panelboard Schedule – Resv.
No. 1
X
33 E-103 Conduit Block Diagram & Cable Schedule - Resv. No. 1 X
34 E-104 Equipment Plan - Reservoir No. 1 X
35 E-201 Overall Site Plan - Reservoir No. 2 X
36 E-202 Single Line Diagram/Panelboard Schedule – Resv.
No. 2
X
37 E-203 Conduit Block Diagram & Cable Schedule - Resv. No. 2 X
38 E-204 Equipment Plan - Reservoir No. 2 X
Instrumentation
39 I-001 Instrumentation Notes and Legend X
40 I-002 Instrumentation Standard Details X
41 I-101 P&ID - Reservoir No. 1 X
42 I-201 P&ID - Reservoir No. 2 X
EXHIBIT A
CC Agreement 2025-2A
Proposal Fee Estimate
CLIENT Name:
PROJECT Description:
Proposal/Job Number: Date:
Savard Barraza Bourdaniotis Mohr Devlin Tarbell Tran Cuevas Koweluk Name Cad Name PA City of Camarillo
8/25/2025
CC/CSD Agreement No. 2022-71 (Rates 7/1/2025 - 12/31/2025) 2544204*00
CC/CSD Agreement No. 2022-71 (Rates 7/1/2025 - 12/31/2025) KJ Sub Sub KJ KJ KJ Classification:
Eng-Sci-9
PIC
Savard
Eng-Sci-8
PM Barraza
Eng-Sci-8 Structural Bourdaniotis
Eng-Sci-8
Electrial/I&C QC
Mohr
Eng-Sci-8
Electrial
Devlin
Eng-Sci-7 Structural QC Tarbell
Eng-Sci-5
Civil QC
Tran
Eng-Sci-7
Civil/OPCC
Cuevas/Hoffman
Eng-Sci-3
I&C
Koweluk
Eng-Sci-3 Elec/I&C CAD
Sr. CAD-Design
CAD-Tech
Project AssistantTotal
Labor
Yeh & Associates Geotechnical
CSI
Cleaning
Sub-Markup
ODCs
ODCs
Markup
Total
Labor
Total
Subs
Total
ExpensesTotal Labor + Subs + Expenses
Hourly Rate: $330 $320 $320 $320 $320 $300 $245 $300 $210 $210 $195 $150 $145 Hours Fees Fees Fees 10% Fees 10% Fees Task 2 - Inspection, Condition Assessment and Cleaning
Subtask 2.1 - Reservoir Condition Assessment (Cleaning) 11 2 $650 $10,000 $1,000 $0 $650 $11,000 $0 $11,650 Task 2 - Subtotal 1100000000000 2 $650 $0 $10,000 $1,000 $0 $0 $650 $11,000 $0 $11,650 Task 5 - Additional Project Management and QA/QC (PM & QC) Subtask 5.1 - Project Setup (01 PM) 0300000200004 9 $ 2 , 1 4 0 $ 0 $ 0 $ 0 $ 2 , 1 4 0 $ 0 $ 0 $ 2 , 1 4 0 Subtask 5.2 - Project Administration (02 PM) 0600000800000 1 4 $ 4 , 3 2 0 $ 0 $ 0 $ 0 $ 4 , 3 2 0 $ 0 $ 0 $ 4 , 3 2 0 Subtask 5.3 - Meetings 2 1 020100100000 1 6 $ 5 , 1 2 0 $ 0 $ 0 $ 0 $ 5 , 1 2 0 $ 0 $ 0 $ 5 , 1 2 0 Subtask 5.4 - QA/QC (01 Quality Management & 02 Milestone Reviews) 4440184410000 3 0 $ 8 , 9 9 0 $ 0 $ 0 $ 0 $ 8 , 9 9 0 $ 0 $ 0 $ 8 , 9 9 0 Subtask 5.5 - Health and Safety 1 1 $320 $0 $0 $320 $0 $0 $320 Task 5 - Subtotal 6 2 460284 1 510004 7 0 $20,890 $0 $0 $0 $0 $0 $20,890 $0 $0 $20,890 Task 6 - Seismic Analysis to Support Seismic Hazard Mitigation Funding Application Subtask 6.1 - Draft and Final Seismic Analysis Letter Report to Support BCA 1 1 80 16 1 99 $31,195 $0 $0 $31,195 $0 $0 $31,195 Task 6 - Subtotal 11 8 000 1 60000001 9 9 $31,195 $0 $0 $0 $0 $0 $31,195 $0 $0 $31,195 Task 7 - Topographic Survey Review and Coordination
Subtask 7.1 -Topographic Survey Review and Coordination 1 1 4 2 1 9 $2,385 $0 $0 $2,385 $0 $0 $2,385 Task 7 - Subtotal 1100000400201 9 $ 2 , 3 8 5 $ 0 $ 0 $ 0 $ 0 $ 0 $ 2 , 3 8 5 $ 0 $ 0 $ 2 , 3 8 5 Task 8 - Geotechnical Services
Subtask 8.1 - Geotechnical Services for HMGP Funding Application 112 4 $1,290 $5,000 $500 $0 $1,290 $5,500 $0 $6,790 Task 8 - Subtotal 1120000000000 4 $ 1 , 2 9 0 $ 5 , 0 0 0 $ 0 $500 $0 $0 $1,290 $5,500 $0 $6,790 Task 9 - Preliminary/60% Design Services for Replacement of Reservoir Nos. 1 and 2
Subtask 9.1 - Review Background Documents 4 2 4 10 $3,080 $0 $0 $3,080 $0 $0 $3,080 Subtask 9.2 - Site Visit 8 8 8 24 $7,520 $0 $1,500 $150 $7,520 $0 $1,650 $9,170 Subtask 9.3 - Basis of Structural Design and Structural Design Criteria 248 2 16 $5,100 $0 $0 $5,100 $0 $0 $5,100 Subtask 9.4 - Preliminary Drawings / 60% Design (02 FD) 6 24 62 0 2 21 6 76 1 0 52 47 0 295 $77,582 $0 $0 $0 $77,582 $0 $0 $77,582 Task 9 - Subtotal 8 36 74 0 10 25 6 88 1 0 52 47 0 345 $93,282 $0 $0 $0 $1,500 $150 $93,282 $0 $1,650 $94,932 All Phases Total 18 64 162 0 12 49 10 107 2 0 54 47 6 529 $149,692 $5,000 $10,000 $1,500 $1,500 $150 $149,692 $16,500 $1,650 $167,842 G:\MARKET\PRO\Camarillo\Tank Seismic Evaluation\Amendment\Fee Estimate Template_Preliminary Design Only © 2008 Kennedy/Jenks Consultants, Inc.
EXHIBIT A
CC Agreement 2025-2A
Client/Address: City of Camarillo/Camarillo Sanitary District 601 Carmen Drive
Camarillo, CA 93010
Schedule of Charges (July 1, 2025 through December 31, 2025) Personnel Compensation
Office Classification Hourly Rate
CAD-Techni cian .................................................................................................. $150 Senior CAD-Technician ....................................................................................... $ 165 CAD-Designer ..................................................................................................... $180 Senior CAD -Designer .......................................................................................... $195 Engineer-Scientist- Specialist 1 ............................................................................ $ 160 Engineer -Scientist- Specialist 2 ............................................................................ $ 185 Engineer-Scientist- Specialist 3 ............................................................................ $ 210 Engineer-Scientist- Specialist 4 ............................................................................ $ 225 Engineer-Scientist- Specialist 5 ............................................................................ $ 245 Engineer-Scientist- Specialist 6 ............................................................................ $ 270 Engineer-Scientist- Specialist 7 ............................................................................ $ 300 Engineer-Scientist- Specialist 8 ............................................................................ $ 320 Engineer -Scientist- Specialist 9 ............................................................................ $ 330 Project A ssistant ................................................................................................ . $145 Administrative Assistant ...................................................................................... $130 Field Classification Rates Hourly Rate
Constr uction Inspector ........................................................................................ $210 Senior Construction Inspector ............................................................................. $220 Construction Manager ......................................................................................... $2 40 Senior Construction Manager .............................................................................. $ 255 Routine of
fice costs such as computer usage, telephone charges, office equipment and supplies, travel, incidental postage, copying, faxes, etc. are included in the hourly rates.
Direct Expenses
Reimbursement for direct expenses, as listed below, incurred in connection with the work, will be at cost for items such as:
a. Maps, photographs, 3rd party reproductions, 3rd party printing, equipment rental, and special supplies related to the work.
b. Rented vehicles, local public transportation and taxis, travel and subsistence. c. S pecial fees, insurance, permits, and licenses applicable to the work. d. Outside computer processing, computation, and proprietary programs purchased for the work.
Reimbursement for vehicles used in connection with the work will be at the federally approved mileage rates.
Overtime for Construction Inspectors and non-exempt employees will be billed at 1.3 times the Hourly Rates specified above.
Rates for professional staff for legal proceedings or as expert witnesses will be at rates one and one-half times the Hourly Rates specified above.
Subconsultant services will be at cost plus ten percent.
The foregoing Schedule of Charges is incorporated into the agreement for the services provided, effective July 1, 2025
through December 31, 2025.
EXHIBIT B
CC Agreement 2025-2A