Beverly Hills City Council
November 12, 2025

AGENDA REPORT
Meeting Date: November 12, 2025
Item Number:

To: Honorable Mayor & City Council
From: Daren Grilley, Assistant Director of Public Works/City Engineer Samer Elayyan, Engineering Services Manager
Subject: AMENDMENT NO. 2 TO THE AGREEMENT BETWEEN THE CITY

OF BEVERLY HILLS AND KENNEDY/JENKS CONSULTANTS,
INC. TO PROVIDE DESIGN SERVICES FOR THE CABRILLO
RESERVOIR REPLACEMENT; AND

APPROVAL OF A CHANGE PURCHASE ORDER IN THE AMOUNT
OF $1,467,025 FOR A TOTAL NOT TO EXCEED AMOUNT OF
$3,088,025
Attachments: 1. Amendment No. 2

RECOMMENDATION
Staff recommends that City Council approve Amendment No. 2 to the Agreement with Kennedy/Jenks Consultants, Inc. (KJ) to provide professional design services for a total not-to-exceed amount of $3,088,025 for the Cabrillo Reservoir Replacement project and approval of a change purchase in the amount of $1,467,025.

INTRODUCTION
This report is a request for City Council approval of Amendment No. 2 to an agreement between the City of Beverly Hills and KJ to continue engineering design and construction support services related to the Cabrillo Forebay and Pump Station project, Reservoir Management Systems (RMS) project and the Greystone junction structure improvements.

DISCUSSION
On June 1, 2021, City Council approved a purchase order in the not-to-exceed amount of $1,621,000 to KJ for an agreement to provide design services for the demolition of the existing Cabrillo Reservoir (Reservoir 3B), originally constructed in 1918, and its replacement with a new 4.3-million-gallon reservoir. KJ subsequently conducted preliminary engineering services, including topographic survey, geotechnical investigation, and hydraulic analysis, culminating in the completion of a Basis of Design Report (BODR) in October 2021.

BEVERL
HILLS
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Meeting Date: November 12, 2025

The BODR presented two alternatives for the replacement reservoir with associated probable construction costs:
 Alternative 1: Two circular pre-stressed concrete reservoirs – estimated cost of $30 million
 Alternative 2: One trapezoidal reservoir – estimated cost of $32 million These cost estimates significantly exceeded a 2020 preliminary estimate of $12 million prepared by a previous consultant. The variance was attributed to substantial increases in materials, labor, dewatering, and shoring costs, in addition to the piling cost that was not accounted for in the previous estimate.

Given insufficient funding for the larger reservoir project, City Council directed staff to identify cost-reduction alternatives that would maximize emergency water storage and improve system reliability. Two options were identified and supported by City Council:

1. Installation of RMS at the City’s three largest water reservoirs (Coldwater, Sunset, and Greystone), which would help maintain higher operational levels (60% to full operational capacity instead of 35% to full operational capacity), thereby adding

8.45 million gallons (25%) to available emergency storage.

2. Construction of an approximately 200,000-gallon underground forebay and aboveground pump station at the Cabrillo Reservoir site to improve system reliability for Zones 8 and 9.

To expedite the RMS project design, staff authorized KJ an amount of $800,795 to proceed under the existing Cabrillo Reservoir agreement and purchase order. Design was completed in September 2023 with the construction contract awarded by City Council on November 21, 2023 to R2BUILD. Construction was completed in June 2025, and the system is currently undergoing startup and commissioning.

Concurrently, KJ completed preliminary engineering design for the Cabrillo Forebay and Pump Station project, conducted additional geotechnical investigations, completed a Class 32 Categorical Exemption Report, and finalized the BODR in May 2025.

The proposed agreement amendment in the additional amount of $1,467,025 will enable KJ to complete the design for the forebay and pump station and continue the construction support services for the RMS project throughout the closeout of the project. In addition, KJ’s amended scope will include improvements to the aged Greystone Reservoir junction structure constructed in 1967.

FISCAL IMPACT
The fee for the services described above in Amendment No. 2 is $1,467,025 (including a contingency in the amount $142,766) for a total contract not-to-exceed amount of $3,088,025. Funds for this amendment are available in CIP 00972.

Shana Epstein,
Director of Public Works
Approved By
Attachment 1
-1-
B0785-0001\3179437v3.doc
AMENDMENT NO. 2 TO THE AGREEMENT BETWEEN THE CITY

OF BEVERLY HILLS AND KENNEDY/JENKS CONSULTANTS,
INC. TO PROVIDE DESIGN SERVICES FOR THE CABRILLO

RESERVOIR REPLACEMENT
NAME OF CONSULTANT: Kennedy/Jenks Consultants, Inc.

RESPONSIBLE PRINCIPAL Jeff Savard, P.E., Vice President OF CONSULTANT:

CONSULTANT'S ADDRESS: 300 N. Lake Avenue, Suite 1020
Pasadena, CA 91101
CONSULTANT’S E.I.N./TAX I.D. NO.: 94-2147007
CITY'S ADDRESS: City of Beverly Hills
345 Foothill Road
Beverly Hills, CA 90210
Attention: Director of Public Works
COMMENCEMENT DATE: June 2, 2021
TERMINATION DATE: Upon satisfactory completion of all work as required under this Agreement as determined by CITY
CONSIDERATION: Original Agreement: Not to exceed $ 1,473,421, contingency for additional services not to exceed
$147,579, Total not to exceed: $1,621,000 as
further described in Exhibit B
Amendment No. 1: No additional consideration
Amendment No. 2: Additional professional services
not to exceed $1,324,259; additional contingency
not to exceed $142,766
Total Not to Exceed: $3,088,025, as described in
Exhibit B
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 -2-
B0785-0001\3179437v3.doc
AMENDMENT NO. 2 TO THE AGREEMENT BETWEEN THE CITY

OF BEVERLY HILLS AND KENNEDY/JENKS CONSULTANTS,
INC. TO PROVIDE DESIGN SERVICES FOR THE CABRILLO

RESERVOIR REPLACEMENT
This Amendment No. 2 is to that certain Agreement between the City of Beverly Hills (hereinafter called "CITY"), and Kennedy/Jenks Consultants, Inc. (hereinafter called "CONSULTANT") dated June 1, 2021, and identified as Contract No. 176-21, as amended by Amendment No. 1, dated January 19, 2022, and identified as Contract No. 66-22 (“Agreement”).

RECITALS
A. CITY and CONSULTANT entered into an Agreement for engineering design and construction support services related to the Cabrillo forebay and pump station project, Reservoir Management Systems (RMS) project, and the Greystone junction structure improvements, which was previously amended.

B. CITY and CONSULTANT desire to further amend the Agreement to expand the Scope of Work, increase the Consideration for the additional support, include a prevailing wage requirement, and revise the Schedule of Payment to compensate CONSULTANT for its continued services.

NOW, THEREFORE, the parties agree as follows:

Section 1. The Consideration shall be amended as set forth above.

Section 2. Section 24, “Prevailing Wage,” shall be incorporated here as follows:
“Section 24. Prevailing Wage: CITY and CONSULTANT acknowledge that this project is a public work to which prevailing wages apply. CONSULTANT shall comply in all respects with all applicable provisions of the California Labor Code, including those set forth in Exhibit D, attached hereto and incorporated herein by this reference.” Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 -3-
B0785-0001\3179437v3.doc
Section 3. Exhibit A, “Scope of Work,” shall be restated and amended as attached hereto and incorporated herein.

Section 4. Exhibit B, “Schedule of Payment and Rates,” shall be amended as attached hereto and incorporated herein.

Section 5. Exhibit D, “Terms for Compliance with California Labor Law Requirements,” shall be attached hereto and incorporated herein.

Section 6. Except as specifically amended by this Amendment No. 2 and prior amendments, the remaining provisions of the Agreement shall remain in full force and effect.

EXECUTED the _____ day of __________________, 20___, at Beverly Hills, California.

CITY OF BEVERLY HILLS
A Municipal Corporation
____________________________
SHARONA R. NAZARIAN, PsyD
Mayor
ATTEST:
______________________(SEAL)

HUMA AHMED
City Clerk
CONSULTANT: Kennedy/Jenks
Consultants, Inc.

JEFF SAVARD
Vice President
GERARD P. CAVALUZZI
Corporate Secretary
[Signatures Continue]
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 F Sau@rl
-4-
B0785-0001\3179437v3.doc
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
_______________________ ____________________________
LAURENCE S. WIENER NANCY HUNT-COFFEY
City Attorney City Manager
____________________________
SHANA E. EPSTEIN
Director of Public Works
____________________________

DAREN GRILLEY
Assistant Director of Public Works/
City Engineer
____________________________
SHARON L’HEUREUX DRESSEL
Risk Manager
____________________________

ANTHONY RODSTEIN
Purchasing Services Manager
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc

EXHIBIT A

SCOPE OF WORK
Original Agreement
I. SCOPE OF WORK
CONSULTANT shall perform the services in connection to the following major facilities known as the Cabrillo Reservoir:

CITY’s major facilities consist specifically of the following:
 Two prestressed concrete reservoirs, each 2.15 MG for a total emergency storage capacity of 4.3 MG.
 1,650 gpm pump station
 Long-term site dewatering wells, drainage vault with pump, and connections to CITY storm drain.
 Reservoir Management System (RMS) to maintain the optimal chloramination residual, consisting of reservoir mixers, on-line analyzers, and disinfection chemicals (bulk sodium hypochlorite and 40% Liquid Ammonium Sulfate).

Task 1. Preliminary Engineering Services
This task consists of preliminary design services for the facilities described above.

1.1 As-Built Research, Investigation, and Review
CONSULTANT will meet with CITY staff after the kickoff meeting to identify relevant background information, CONSULTANT will review CITY provided record drawings, record plans of CITY owned utilities within the project limits. Review of CITY provided previous planning, engineering studies and technical analyses will also be performed. Specific review of record drawing review of the existing Cabrillo Reservoir, Reservoir 3A and Reservoir 3A Pump Station, and the local distribution system pipelines in Zone 6 and Zone 8.

1.2 Utility Research and Notification
CONSULTANT will conduct research to identify utilities within the project limits. Anticipated utilities within the project limits are water, sanitary sewer, storm sewer, power, gas, telephone/telecom, and cable television. Utilities will be contacted to solicit information and mapping for existing underground lines which may affect piping alignments and other elements of design.

1.3 CEQA Compliance
CONSULTANT’s subconsultant, Rincon Consultants (Rincon) will assist the CITY in California Environmental Quality Act (CEQA) compliance, including public notice and outreach, and preparation of full CEQA documentation. A full EIR is anticipated for this project.

The scope of work assumes that the EIR will focus on the issues of Aesthetics, Air Quality, Biological Resources, Cultural Resources (particularly historic resources), Greenhouse Gas Emissions, Noise, and Transportation/Traffic. It is assumed that all other environmental issues Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
can be dismissed from further analysis in the Initial Study (IS) based on a determination that impacts would be less than significant. Major tasks and deliverables include Initial Study/Scoping Meeting, Administrative Draft EIR, Draft EIR, and Final EIR. The project schedule has Final EIR completed during Final Design.

1.4 Geotechnical/Soils Investigation
Ninyo & Moore as a subconsultant to, and in coordination with, CONSULTANT, will perform a geotechnical investigation and report in accordance with following:

Data Review, Project Coordination, Field Exploration and Soil Testing  Project coordination activities (e.g., permits, mark outs) and review of readily available background materials, including information provided by the client. Perform a site reconnaissance, boring mark out, utility mark out coordination and geologic mapping of the site and provide traffic control as needed in accordance with the WATCH manual for boring locations within CITY streets.
 Perform a subsurface exploration consisting of truck-mounted test borings, logging, and sampling of four (4) small diameter borings drilled to depths of up to approximately 50 feet below existing grades or to refusal, whichever is shallower. The borings will be backfilled with soil cuttings and bentonite grout at the completion of logging and sampling. Excess soil cuttings may be spread in suitable areas of the site. Ninyo and Moore’s Laboratory will test of representative soil and bedrock samples to determine geotechnical characteristics, as appropriate to the design.

Geotechnical Evaluation and Reporting
 The engineering analyses and report will include:
° Description of the site geology, geotechnical suitability and on-site soils anticipated during construction, including soil and bedrock classification, physical description of soil and bedrock materials encountered, including evaluation of the corrosion potential of on-site soils.
° Evaluation of site seismicity and geologic hazards that may impact the project improvements. Seismic hazards to be evaluated will include potential for fault rupture and soil liquefaction. Depending on the results of the liquefaction hazard analyses, Ninyo & Moore will evaluate mitigation measures, including design recommendations. ° Evaluation of the depth to groundwater, uplift issues, and dewatering considerations based on the subsurface exploration and review of local and regional groundwater data.
° Excavation stability and appropriate shoring systems with respect to existing structures and underground utilities. Shoring design criteria will include allowable lateral earth pressures, allowable passive pressures, and allowable settlement. Fill material and compaction requirements, structure subgrade preparation, suitability of on-site soil for structural fill, wall backfill, pipe bedding and trench backfill. ° Foundation engineering and geotechnical constructability for the new reservoir and pump station structures and walls, including allowable bearing capacities, lateral earth loads and estimated total and differential settlement.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Deliverables:
 Draft and Final Geotechnical Evaluation Report (PDF)

1.5 Hydraulic Analyses/Modeling
CONSULTANT will coordinate with Civiltec to determine design parameters, points of connections, system pressures, hydraulic equipment sizing, and other parameters needed to support the preliminary and final design of the Cabrillo reservoir and pump station. CITY will perform all hydraulic model runs on an as-needed basis and provide the results to CONSULTANT’s team.

1.6 Field Survey
Hunsaker & Associates, as sub-consultant to CONSULTANT, will perform topographic survey for the proposed project within the site property line. A Field Survey will be performed to measure the above ground features and topography within the project site which are accessible.

Items to be measured include buildings, structures, trees (4” diameter and greater), mature bushes, walls, fences, exposed utilities, hardscape and landscape features, elevations throughout, and other pertinent site culture.

It is assumed that no unforeseen circumstances exist which would require an extraordinary effort to establish the locations of the property lines. The mitigation of complex boundary issues, errors, or disputes is not included herein. Horizontal control will be based upon Zone 5 State Plane coordinates and the vertical control will be based upon an NAVD88 datum.

Deliverables:
 Site topography map in AutoCAD Format

1.7 Technical Basis of Design Report – Draft and Final
In coordination with CITY staff, CONSULTANT will establish the project design criteria and preliminary design requirements. CONSULTANT will review design criteria, key issues, project site constraints and recommend design criteria and concepts for the project. CONSULTANT will prepare a Draft Basis of Design Report (BODR). The BODR is anticipated to contain the following information:
 Background and Project description
 Design Criteria Establishment
 Assumptions and constraints
 Two (2) Conceptual alternative reservoir site layouts, concepts and other options.  Class 5 Cost estimate
A Draft BOD report will be developed and provided to CITY for review and comments followed by a 1/2 -day Workshop format meeting where CITY comments will be addressed and resolved.

It is assumed that CONSULTANT’s technical leads and project manager will attend in person with technical support attending via Teleconference. Upon approval of the BODR, CONSULTANT will incorporate reconciled comments and resolutions and prepare a Final BODR. The completed BODR will finalize the reservoir alternative selected.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Deliverables:
 Tabulated comment responses for Draft BODR review form (Electronic, Adobe PDF format).
 Draft and Final BODR (Electronic, Adobe PDF format).

Task 2. Final Engineering Design

2.1 30% Design
CONSULTANT will prepare 30% design level drawings of the selected alternative for CITY’s review and comment. For budgetary purposes, a list of design drawings that will be provided at the 30% design is provided in Appendix A, attached hereto and incorporated herein by this reference.

Responses to CITY’s compiled and reconciled comments on the 30% submittal will be provided. Comments received will be addressed and incorporated as applicable into the final design submittals.

Deliverables:
 30% design drawings (Electronic, Adobe PDF format). Half-size hardcopies can be delivered on request.
 Class 4 Cost estimate

2.2 60% Design
CONSULTANT will prepare 60%-level design drawings, based on the 30% design submittal.

The preliminary list of drawings is provided in Appendix A. CITY’s comments on the 60% deliverables will be addressed in the 90% design (i.e., not separate draft and final 60% products).

A list of proposed technical specifications will be provided. CITY’s boilerplate front-end documents (Divisions 0 and 1) will be reviewed, and proposed revisions will be provided.

A Class 3 Opinion of Probable Construction Cost (OPCC) will be provided based on the draft 60% design documents.

Deliverables
 60% design drawings (Electronic, Adobe PDF format). Half-size hardcopies can be delivered on request.
 Class 3 Cost estimate

2.3 90% Design
CONSULTANT will prepare 90%-level design drawings based on the 60% design documents and CITY’s comments received at the 60% design level. The preliminary list of drawings is provided in Appendix A. 90% design will expand on the 60% design and make minor refinements in the design, without the need for substantial changes in layout or project facilities.

CITY’s comments on the 90% deliverables will be addressed in the 100% design (i.e., not separate draft and final 90% products).

CONSULTANT will provide 90%-level technical specifications in CSI format, including revisions to Divisions 0 and 1. We propose using CONSULTANT’s CSI specifications so that our Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
developed technical specifications library can be seamlessly utilized for this project.

A Class 2 Opinion of Probable Construction Cost (OPCC) will be provided based on the draft 90% design documents.

Deliverables
 90% Design Drawings, Specifications, Cost Estimate (PDF, Word files)  Class 2 Cost estimate

2.4 100% Design
CONSULTANT will prepare 100%-level design drawings based on the 90% design documents and CITY’s comments received at the 90% design level. The preliminary list of drawings is provided in Appendix A. The final bid set will be stamped and sealed by CONSULTANT. 100% design will expand on the 90% design and make minor refinements in the design, without the need for substantial changes in layout or project facilities. One submittal of the 100% design documents will be provided.
100%-level technical specifications will be provided, based on the 90% technical specification lists and CITY’s comments. The technical specifications will be stamped and sealed by the CONSULTANT Team and will include CITY’s boiler plate front-end bidding documents.

A Class 2 Opinion of Probable Construction Cost (OPCC) will be provided based on the draft 100% design documents.

Deliverables
 100% Bid Set, Cost Estimate (PDF, Word files, 5 hard copies). Three sets of hard copies of drawings will be printed 22”x34” size. AutoCAD files will be provided.  Class 2 Cost estimate

2.5 Landscaping
NUVIS, as a subconsultant to CONSULTANT, will prepare two draft alternatives for the project conceptual landscaping design, prior to the 60% design submittal. Each alternative will include two (2) computer generated perspectives, plant exhibit, and preliminary cost statement.

Based on CITY’s comments and selection of one alternative, NUVIS will refine the conceptual plan to a Final Preferred Conceptual Plan, inclusive of final perspectives, plant exhibit, and computer-generated perspectives.

For the final conceptual landscaping plan, nine (9) computers generated “before & after” exhibits will be prepared to demonstrate potential tree and landscape growth. This will consist of three (3) illustrative viewpoints each demonstrating growth over three (3) time periods.

Construction design documents will be prepared based on the final conceptual plans and will be incorporated to the 90% and 100% Cabrillo Reservoir Replacement design documents.

Deliverables
 Draft conceptual landscaping plans (PDF)
 Final conceptual landscaping plan (PDF)
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Task 3. Engineering Support During Bidding
This task consists of bidding support for the Cabrillo Reservoir construction bid. It is anticipated that 2 months will be allowed for Contractor bidding and 14 months for construction.

3.1 Contract Document Interpretation and Bidding Assistance CONSULTANT will support with bid evaluations and tabulations, construction bid document interpretation and consultation during the bidding phase of the project. CONSULTANT will prepare responses to questions and requests for clarifications and the addenda, as required and/or directed by CITY. This scope assumes a total of two (2) addenda and pre-bid meeting and field site walk.

Deliverables:
 Respond to contractor RFIs and Request for Comments (RFCs). Provide electronic files, MS Word, and Adobe Acrobat PDF.
 Addenda (2). Provide Stamped and signed electronic files: MS Word and Adobe Acrobat PDF file.

3.2 Construction Support and Shop Drawing Review
CONSULTANT will provide Construction Support and Shop Drawing Review which includes coordination with CITY and CONSULTANT’s project team during project construction through construction contract closeout, for a total assumed duration of 14 months.

Submittals
Base activities of CONSULTANT’s team during construction under this task will consist of distribution of submittals to the appropriate CONSULTANT team members for response. CONSULTANT will maintain a submittal log to track location and progress on each item within the CONSULTANT team only. It is assumed that CITY (or CITY’s Construction Manager) will maintain the official submittals and that CONSULTANT will have access to those.

Following team review, CONSULTANT will return responses to CITY for their submittal to the Contractor.

CONSULTANT will review submittals and shop drawings and provide review comments to CITY. It is assumed that submittals will be furnished to CONSULTANT by CITY. CONSULTANT will review submittals and provide written comments and recommended submittal review disposition within an average of 10 working days of receipt of a submittal. The term submittal used herein includes technical submittals, shop drawings, samples, operations and maintenance manuals, and product data required to be submitted by the Contractor. It is assumed that up to 125 submittals, including resubmittals, will be reviewed by CONSULTANT.

Deliverables:
 Reviewed submittals with indicated disposition (Adobe PDF format).

Request for Information (RFIs)
CONSULTANT will provide responses to the Contractor’s RFIs. It is assumed that RFIs will be furnished to CONSULTANT by CITY, and written responses, prepared by CONSULTANT, will be provided to CITY for dissemination to the Contractor within an average of 10 working days of receipt of an RFI. It is assumed that up to 90 RFIs will be reviewed by CONSULTANT.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Deliverables:
 Reviewed RFIs with indicated responses (Adobe PDF format).

Site Visits / Construction Meetings
A total of 14 site visits/meetings, assumed to be up to 2-hr duration, will be attended by up to two (2) CONSULTANT staff. It is assumed that meeting agenda and minutes will be prepared by the Construction Manager. Site visits can be made to observe construction activities, but formal construction inspection is not covered under this scope.

Change Order Review
CONSULTANT will support CITY, as requested, with evaluation of change orders or potential change orders. As requested, CONSULTANT will review notices and correspondence issued by the Contractor and provide a written opinion of the validity of Contractor request. It is assumed that CITY’s construction manager will have primary responsibility for evaluation of and responses to Contractor-issues notices and correspondence. This task provides as-needed support for up to five (5) change order or potential change order reviews.

Deliverables:
 Review and provide written responses for change order-related issues (Adobe PDF format).

3.3 Record Drawing Preparation
CONSULTANT will prepare Record Drawings for the Project using the drawing markups of construction changes provided by the Contractor. CONSULTANT will provide one electronic copy of the Record Drawing set.

Deliverables:
 Record Drawings (hard copy and Electronic - AutoCAD and Adobe PDF formats).

Task 4. Meetings and Reports

4.1 Project Kick-off, Coordination, and Design Progress Meetings CONSULTANT will conduct a project kick-off and bi-weekly design progress and coordination meetings.

Project Kick-Off Meeting
Upon receipt of a written Notice-to-Proceed, CONSULTANT will conduct a kickoff meeting to review the scope of work, confirm the project schedule, and identify information needs. A data request list will be provided prior to the kickoff meeting with the intent that the meeting will be used to review and discuss the available data and assessment to advance the BODR during the meeting. A 2-hour kickoff meeting will also be used to review and discuss regulatory permitting requirements. One kick-off meeting is planned at the Public Works building with CONSULTANT’s PIC, Project Manager, Design Managers and CITY staff. Teleconference will be utilized to connect with other team members.

One site visit will be conducted at the beginning of the project and attended by up to seven (7) Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
CONSULTANT team members, including subconsultants.

Coordination and Design Progress Meetings
CONSULTANT’s Project Manager and Design Managers will hold 24 bi-weekly 30-minute conference calls with CITY to review project status, including work completed during the latest report period, work anticipated to be completed during the next reporting period, identified problems/issues that could affect project budget or schedule, outstanding issues to be resolved, and action items. A running list of significant issues and action items will be prepared and distributed to CITY.

In addition, CONSULTANT will conduct five (5) virtual meetings via teleconference. The anticipated 2-hour meetings with the Project Manager and Design Leads consist of:
 Basis of Design Review Meeting
 30% Design Review Meeting
 60% Design Review Meeting
 90% Design Review Meeting
 Pre-construction Meeting

4.2 Monthly Reports
CONSULTANT will prepare monthly summary reports indicating design job status, schedule update and current project costs. It is assumed that there will be twelve (12) monthly summary reports.

4.3 Meeting Minutes
CONSULTANT will prepare design review meeting minutes and distribute to attendees for comment prior to finalizing.

Deliverables:
 Monthly Reports
 Meeting Minutes
Task 5. Community Outreach

5.1 Public Outreach Support
CONSULTANT will provide public outreach support as requested by CITY staff during the project CEQA planning and design phase. This work may include:
 Preparing content for CITY’s Public Information Officer such as exhibits, mailers, brochures, notices, maps, and presentation materials. 32 hours have been budgeted for support.
 CONSULTANT’s Project Manager will prepare for and participate in public relation and/or town hall meetings including presenting project overview, description, project Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
impact and mitigation measures and assisting CITY with addressing questions from the public. Three (3) 2-hour public outreach meetings have been budgeted.  CONSULTANT’s Project Manager will attend and assist staff at Commission and CITY Council meetings to repent the project overview and provide progress on the planning and design phases of the project. This task is budgeted for four (4) 2-hour meetings.

Deliverable:
 Public Information Officer requested content.
 Public Outreach Meeting participation.
 Commission/City Council Meeting participation
Task 6. Schedule

6.1 CPM Schedule
The CONSULTANT Project Manager will prepare and maintain a CPP schedule which shall be updated after each draft review and design milestone as part of the monthly progress reports.

Task 7. Project Management and QA/QC
This task consists of project management and coordination activities as well as quality control/assurance, and meetings with the project team.

7.1 Project Management
Project coordination and administration will be provided, consisting of invoicing, schedule and budget monitoring, team coordination, and contract administration. It is assumed that the project duration is 33 months.

7.2 Quality Control (QA/QC)
Project deliverables will undergo quality reviews prior to submittal to CITY in accordance with CONSULTANT’ Quality Control Program. An internal team project initiation review meeting and concept & criteria review meeting will be conducted to review project approach and methodology early in the process. CITY’s Project Manager will be invited to these meetings. As the project is executed, other QC reviews are performed at appropriate milestones, which are generally associated with submittals to CITY; internal QC review will occur prior to submission of a submittal.

General Assumptions
 Assumed area of disturbance is less than 1-acre and SWPPP will not be required.  SWPPP preparation if required are by the Contractor.
 All required permits and permit costs not specified in this proposal are by CITY.  Site electrical design will incorporate future security cameras to be provided and Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
installed by others.
 Existing site fencing will be replaced to fit and match the perimeter improvements, including new ingress and egress locations.
 Estimate does not include design of additional auxiliary systems (PA, fire, security, etc.).  Reservoirs are to be AWWA D110 tanks.
 RMS system will be housed in the chemical room within the proposed Pump Station/CMS Building.
 Traffic control plans will be specified for the construction contractor to prepare. The contractor will also be responsible for providing parking for their own workforce.  It is assumed that the technical specifications will follow CSI 16-Division format. It is also assumed that CITY will develop the front-end documents (Divisions 0 and 1 in CSI format) with input from CONSULTANT.
 CONSULTANT’s schedule and compensation are based on providing the above services for a period of 12 months. This schedule provides for 12 months of design and 2 month of bidding services.
 CONSULTANT will manage work hours between tasks and employee classifications, and/or utilize other employee classifications, provided that the project total fee is not exceeded without prior approval of CITY.
 CONSULTANT will use our standard CAD standards and technical specifications.  Estimate assumes electrical drawings produced will be 2D and in AutoCAD format.

CONSULTANT may use 3D tools to model and deliver the drawings, but no deliverable of 3D models will be provided.
 The level of effort assumes that significant design changes are not required in progressing the design from 60% to 90% and 90% to 100% design submittals.  Assessments and design mitigations for environmental hazards, such as asbestos or lead, are not included.
 Site access for a track mounted drilling equipment will be granted with drilling activity between 7:00AM and 5:00 PM.
 CITY will provide any required encroachment permits needed to perform exploratory borings.
 Construction Management and Construction Inspection is not included in this scope.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Amendment No. 2
The following additional Scope of Work shall be considered additional services to the original Agreement. CONSULTANT shall provide engineering and construction support services for the Cabrillo Pump Station and Forebay Project and the Greystone Reservoir Junction Structure.

CITY will be replacing the abandoned Cabrillo Reservoir with a new pump station and forebay.

Water will enter the forebay from Pressure Zone (Zone) 6, which is fed from Greystone Reservoir, via a 12-inch pipeline. The pump station will then convey water from the forebay for distribution to Zone 8 and Zone 9.

The Cabrillo Pump Station and Forebay project will consist of the following work and major facilities:
• Demolition of the abandoned Cabrillo Reservoir
• Construction of a new 200,000-gallon buried concrete forebay • New 12-inch Zone 6 inlet pipeline and inlet valve vault • Construction of a new dual-zone (Zone 8 and Zone 9) booster pump station and concrete masonry building with parapet walls
• Three (3) Zone 8 (two duty and one standby) fixed-speed vertical turbine pumps, with the following design criteria, and 10-inch discharge header o 825 gallons per minute (gpm)
o 200 ft total dynamic head (TDH)
o 75 horsepower (HP)
• Two (2) Zone 9 vertical turbine pumps (one duty and one standby) with variable frequency drives (VFDs) as well as a fixed-speed vertical turbine high-service pump, with the following design criteria, and 12-inch discharge header Zone 9 pumps
- 150 gpm
- 450 ft TDH
- 30 HP
Zone 9 high service pump
- 1 ,250 gpm
- 425 ft TDH
- 200 HP
• Installation of an emergency standby power generator
• Installation of long-term site dewatering system and piping to existing drainage vault with existing connection to the storm drain in Coldwater Cañon Drive • Associated site work, including landscaping and fencing.

The Greystone Reservoir Junction Structure is located near 905 Loma Vista Drive. It is located amongst foliage within a residential neighborhood, across the street from the Greystone Mansion Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
and Gardens. The Greystone Reservoir Junction Structure is located on a hillside with soil overtopping it.

The Greystone Reservoir Junction Structure is a cast-in-place concrete vault with aluminum grated access cover and is equipped with an egress pole ladder located along the northeast wall.

It has dimensions of 9 feet wide, 11 feet long, and approximately 8.5 feet deep. The Greystone Reservoir Junction Structure houses various appurtenances on the 24-inch inlet/outlet pipeline, including a 24-inch motor-actuated butterfly valve, a 2-inch combination air valve, a 6-inch gate valve, an 8-inch bypass line, two 8-inch bypass gate valves, and a 20-inch access manhole. In addition to the inlet/outlet pipeline, a 20-inch drain pipeline and three 6-inch underdrain collector pipelines terminate in the Greystone Reservoir Junction Structure.

The Greystone Reservoir Junction Structure was originally constructed in 1967, and there have been several modifications made since then, including installations of the motorized actuation on the existing 24-inch butterfly valve and the 8-inch bypass line on the existing 24-inch inlet/outlet pipe. Piping, valves, appurtenances, and electrical conduits are corroded due to drain water flowing through the Greystone Reservoir Junction Structure.

The inlet/outlet pipeline is steel and delivers water from the 19.4 million gallon (MG) Greystone Reservoir to the Greystone Pump Station located downhill of the Greystone Reservoir Junction Structure. From there water is pumped to Zone 6 and Zone 8. The pipeline also serves to fill the Greystone Reservoir from Reservoir A, and it is imperative that the pipeline remains active during construction.

The Greystone Reservoir Junction Structure rehabilitation will include the following work:
• Remove and replace mechanical equipment
o Includes the motor-actuated butterfly valve, combination air valve, gate valves, check valve, access manhole, and flap gate on the 20-inch incoming drainpipe • Vault piping improvements
o Remove and replace the inlet/outlet pipeline, air valve vent line, and inlet/outlet bypass line
o Sand blast the pipe face of the Reservoir Footing Underdrain Collection Line o Pressure wash the pipe face, inspect the buried portion of pipe, and confirm the condition of the drainpipe during construction for the East Basin Underdrain Collector Line, West Basin Underdrain Collector Line, Incoming drainpipe, and outgoing drainpipes
• Structural improvements
o Raise the top of the Greystone Reservoir Junction Structure by 18-24 inches using a precast extension
o Perform concrete repairs where necessary on the walls o Remove and replace the existing grated access cover
o Remove and replace the existing ladder
• Electrical improvements
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
o Limited to in-vault electrical wiring pertaining to the new motor-actuated butterfly valve • Stormwater control
o Install a concrete swale, approximately 2-4 foot wide, to divert stormwater to the east and west of the Greystone Reservoir Junction Structure Task 1. Engineering Services to Support Final Design
This task consists of engineering services to support the final design of the facilities described above.

1.1 Field Survey
Hunsaker & Associates, as sub-consultant to CONSULTANT, performed topographic survey for the proposed project within the site property line. A Field Survey was performed to measure the above ground features and topography within the project site that were accessible. Items measured included buildings, structures, trees (4” diameter and greater), mature bushes, walls, fences, exposed utilities, hardscape and landscape features, elevations throughout, and other pertinent site culture.

Horizontal control is based upon Zone 5 State Plane coordinates and the vertical control was based upon an NAVD88 datum.

Hunsaker & Associates will provide two days of field survey to supplement the existing survey at the Cabrillo Pump Station and Forebay site and perform new survey at the Greystone Reservoir Junction Structure site under this Scope of Work.

Deliverables:
• Site topography map in Civil 3D Format

1.2 Landscaping
NUVIS, as a subconsultant to CONSULTANT, will attend a kick-off meeting to confirm design direction and deliverables. NUVIS will conduct site inventory and review existing documents.

NUVIS will provide up to 12 additional hours of interface and coordination with CITY, CONSULTANT, and governing agencies, and City Arborist.

NUVIS, as a subconsultant to CONSULTANT, will prepare conceptual site plan with two alternatives for Cabrillo Drive and Coldwater Cañon Drive, prior to the 60% design submittal. Each alternative will include two (2) computer generated perspectives, plant exhibit, and preliminary cost statement. Based on CITY’s comments and selection of one alternative, NUVIS will refine the conceptual plan to a Final Preferred Conceptual Plan, inclusive of final perspectives, plant exhibit, and computer-generated perspectives.

For the final conceptual landscaping plan, nine (9) computer-generated “before & after” exhibits will be prepared to demonstrate potential tree and landscape growth. This will consist of three (3) illustrative viewpoints, each demonstrating growth over three (3) time periods.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Deliverables:
• Draft conceptual landscaping site plans (electronic, PDF) • Final conceptual landscaping site plan (electronic, PDF) • Nine (9) exhibits demonstrating potential tree and landscape growth (electronic, PDF) Task 2. 30% Design

2.1 30% Drawings
In the Spring and Summer of 2025, CONSULTANT worked with CITY and Ninyo and Moore to prepare an alternatives analysis to evaluate and select a pump station and forebay configuration and location for these facilities on the project site. CONSULTANT will prepare 30% level Design Drawings of the selected alternative from the alternatives analysis for CITY’s review and comment. For budgetary purposes, a list of drawings that will be provided at the 30% design is provided in Appendix B.

Responses to CITY’s compiled and reconciled comments on the 30% submittal will be provided.

Comments received will be addressed and incorporated as applicable into the final design submittals.

Deliverables:
• 30% Design Drawings (electronic, PDF). Full-size hardcopies can be delivered on request.

2.2 30% Technical Specifications List
CONSULTANT will prepare a table of contents of proposed Technical Specifications to be included in subsequent design submittals for CITY’s review and comment.

Deliverables:
• Technical Specifications table of contents (electronic, PDF).

2.3 30% Opinion of Probable Construction Cost (OPCC)
CONSULTANT will prepare a Class 4 OPCC in accordance with Association for the Advancement of Cost Engineering (AACE) International Standards for CITY’s review and comment.

Deliverables:
• Class 4 OPCC (Electronic, PDF).

2.4 30% Design Submittal Preparation
CONSULTANT will prepare a 30% design package of the Drawings, Technical Specifications table of contents, and OPCC for submittal to CITY.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Deliverables:
• Compiled 30% Design Submittal (electronic, PDF).

2.5 30% Visualization Services
The Terrazas Group, as a subconsultant to CONSULTANT, will create 3D computer models to produce photo-realistic renderings of the proposed Cabrillo Pump Station and Forebay project.

The area surrounding the site will be modeled to a sufficient level of detail so the 3D model can be viewed from perspectives around the facility, and it will appear to be virtually constructed.

Deliverables:
• Six (6) Computer Generated Images (CGI). Final images will be delivered at a resolution of 3840x2160 pixels, in JPG format
Task 3. 60% Design

3.1 60% Drawings
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 30% Design Drawings and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 30% design, advance the design, and prepare 60% level Design Drawings for CITY’s review and comment. For budgetary purposes, a list of drawings that will be provided at the 60% design is provided in Appendix B.

NUVIS will prepare landscape plans, specifications, and statements of probable construction costs for site improvements. NUVIS’ effort for the 60% design (PS&E) is captured under this Drawings task.

Deliverables:
• 60% Design Drawings (electronic, PDF). Full-size hardcopies can be delivered on request.

3.2 60% Technical Specifications and Calculations
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 30% table of contents of proposed Technical Specifications and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 30% design, advance the design, and prepare 60% level Technical Specifications in CSI format, using CONSULTANT’s standard technical specifications, for CITY’s review and comment.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
CITY’s boilerplate front-end documents (Divisions 0 and 1) will be reviewed, and proposed revisions will be provided.

Deliverables:
• 60% Technical Specifications (electronic, PDF).

3.3 60% Opinion of Probable Construction Cost (OPCC)
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 30% OPCC and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 30% design, advance the design, and prepare a Class 3 OPCC in accordance with AACE International Standards for CITY’s review and comment.

Deliverables:
• Class 3 OPCC (electronic, PDF).

3.4 60% Design Submittal Preparation
CONSULTANT will prepare a 60% design package of the Drawings, Technical Specifications, and OPCC for submittal to CITY.

Deliverables:
• Compiled 60% Design Submittal (electronic, PDF).

3.5 Surge Analysis
Scott Foster Engineering, Inc. (Scott Foster), as a subconsultant to CONSULTANT, will perform a surge analysis for the Cabrillo Forebay and Pump Station using Bentley’s HAMMER surge analysis software. The surge analysis will be performed for sudden loss of power and startup of the Cabrillo Pump Station under maximum demand and reservoir fill flow conditions for high and low water surface elevations in the suction and discharge side reservoirs.

Scott Foster will perform an information review of pump station plans, sections, pump curves, valving, operations, and the provided hydraulic model, which should be provided in Bentley software format or converted to EPANET. Scott Foster will use the provided hydraulic model as a base to create a surge analysis model of the system under maximum demand and reservoir fill flow conditions. Scott Foster will perform surge analyses simulations for sudden pump trip and pump startup of the pump station under maximum demand and reservoir fill flow conditions. Based on the results of the analyses, if necessary, surge protection measures necessary to protect the system will be determined.

Scott Foster will prepare and submit a Draft Technical Memorandum summarizing the results and recommendations of the analysis. A Final Technical Memorandum will be prepared and submitted upon receipt and incorporation of comments on the Draft Technical Memorandum.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Deliverables:
• Draft Technical Memorandum (Electronic, PDF)
• Final Technical Memorandum (Electronic, PDF)
Task 4. 90% Design

4.1 90% Drawings
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 60% Design Drawings and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 60% design, advance the design through minor refinements without the need for substantial changes in layout or project facilities, and prepare 90% level Design Drawings for CITY’s review and comment. For budgetary purposes, a list of drawings that will be provided at the 90% design is provided in Appendix B.

NUVIS will prepare landscape plans, specifications, and statements of probable construction costs for site improvements. NUVIS’ effort for the 90% design (PS&E) is captured under this Drawings task.

Deliverables:
• 90% Design Drawings (electronic, PDF). Full-size hardcopies can be delivered on request

4.2 90% Technical Specifications and Calculations
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 60% Technical Specifications and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 60% design, advance the design through minor refinements without the need for substantial changes in layout or project facilities, and prepare 90% level Technical Specifications in CSI format for CITY’s review and comment.

Proposed revisions to CITY’s front-end documents (Divisions 0 and 1) will be provided.

Deliverables:
• 90% Technical Specifications (electronic, PDF).

4.3 90% OPCC
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 60% OPCC and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
CONSULTANT will incorporate agreed upon edits from the 60% design, advance the design through minor refinements without the need for substantial changes in layout or project facilities, and prepare a Class 2 OPCC in accordance with AACE International Standards for CITY’s review and comment.

Deliverables:
• Class 2 OPCC (Electronic, PDF).

4.4 90% Design Submittal Preparation
CONSULTANT will prepare a 90% design package of the Drawings, Technical Specifications, and OPCC for submittal to CITY.

Deliverables:
• Compiled 90% Design Submittal (Electronic, PDF).

4.5 90% Visualization Services
The Terrazas Group, as a subconsultant to CONSULTANT, will create 3D computer models to produce photo-realistic renderings of the proposed Cabrillo Pump Station and Forebay project.

The area surrounding the site will be modeled to a sufficient level of detail so the 3D model can be viewed from perspectives around the facility, and it will appear to be virtually constructed.

Deliverables:
• Six (6) Computer Generated Images (CGI). Final images will be delivered at a resolution of 3840x2160 pixels, in JPG format
Task 5. Final Design

5.1 Final Drawings
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 90% Design Drawings and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 90% design, advance the design through minor refinements without the need for substantial changes in layout or project facilities, and prepare Final Level Design Drawings. For budgetary purposes, a list of drawings that will be provided at the Final design is provided in Appendix B. One submittal of the Final Design Drawings will be provided. The Final Design Drawings will be stamped and sealed by CONSULTANT.

NUVIS will prepare landscape plans, specifications, and statements of probable construction costs for site improvements. NUVIS’ effort for the Final design (PS&E) is captured under this Drawings task.

Deliverables:

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
• Final Design Drawings (electronic, PDF). Five (5) sets of hard copies of drawings will be printed with three (3) sets 22”x34” size and two (2) sets full size. AutoCAD files will be provided.

5.2 Final Technical Specifications and Calculations
CONSULTANT will respond to CITY’s compiled and reconciled comments on the 90% Technical Specifications and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 90% design, advance the design through minor refinements without the need for substantial changes in layout or project facilities, and prepare Final level Technical Specifications in CSI format. One submittal of the Final Technical Specifications will be provided. The Final Technical Specifications will be stamped and sealed by CONSULTANT and will include CITY’s boiler plate front-end bidding documents.

Deliverables:
• Final Technical Specifications (electronic, PDF).

5.3 Final OPCC
CONSULTANT will respond to the City’s compiled and reconciled comments on the 90% OPCC and return a comment log to CITY. CONSULTANT will meet with CITY via a teleconference to discuss the comments in a workshop format.

CONSULTANT will incorporate agreed upon edits from the 90% design, advance the design through minor refinements without the need for substantial changes in layout or project facilities, and prepare a Class 2 OPCC in accordance with AACE International Standards.

Deliverables:
• Class 2 OPCC (electronic, PDF).

5.4 Final Design Submittal Preparation
CONSULTANT will prepare a Final Bid Set of the Drawings and Technical Specifications. The Final Bid Set will be stamped and sealed by CONSULTANT. The Final Class 2 OPCC will also be provided.

Deliverables:
• Compiled Final Design Submittal (Electronic, PDF).

Task 6. Engineering Support During Bidding and Construction This task consists of engineering support during the bidding process and engineering support during construction. It is anticipated that three (3) months will be allowed for contractor bidding and award and 20 months for construction.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc

6.1 Pre-Bid Meeting/Site Visit
CONSULTANT will attend one pre-bid meeting/site visit to be conducted by CITY for prospective bidders during the bidding process. This pre-bid meeting is to be conducted so that prospective bidders can become acquainted with the Cabrillo Pump Station and Forebay and Greystone Reservoir Junction Structure sites, nearby point(s) of discharge, equipment laydown/staging areas, and other key logistical issues. This meeting will be attended by two (2) CONSULTANT staff. It is assumed that CITY will prepare the agenda, presentation, and minutes for this meeting.

It is assumed that one (1) pre-bid meeting will occur and last no longer than two (2) hours.

6.2 Response to Bidders’ Questions and Addenda
CONSULTANT will provide answers to written questions submitted to CITY by bidders and provided in writing to CONSULTANT. CONSULTANT will prepare addenda during the bid period to clarify the contract documents with distribution of all addenda by CITY. Contract requirements that are changed as a result of questions and answers will be included in the issued addenda. It is assumed that CONSULTANT will prepare up to two (2) addenda for two rounds of bidders’ questions. A total of 50 hours has been allocated for this task.

Deliverables:
• Written answers to bidders’ questions (electronic, PDF) • Up to two (2) addenda (electronic, PDF)

6.3 Bid Analysis
At the direction of CITY, CONSULTANT will review the received bids from contractors for responsiveness, completeness, whether the contractor(s) are responsible, and the bid amounts, and will advise CITY of identified discrepancies by the bidders. CONSULTANT will provide written feedback to CITY on the items listed above for consideration by CITY concerning award of the construction contract.

Bid analysis support will be provided on an as-needed basis, and 16 hours have been budgeted for this task.

Deliverables:
• Written Bid Analysis (electronic, PDF)

6.4 Conformed Documents
CONSULTANT will produce one set of draft Conformed Documents based on the addenda produced during the bidding process. One set of Final Conformed Documents will be developed based on CITY’s comments on the Draft Conformed Documents. It is assumed a total of 40 hours, divided amongst engineering and CAD staff, is sufficient to encapsulate plan and specification conformance efforts for both deliverables.

Deliverables:
• Draft Conformed Documents (electronic, PDF)
• Final Conformed Documents (electronic, PDF)
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc

6.5 Preconstruction Meeting
CONSULTANT will attend one preconstruction meeting to be conducted by CITY with the selected contractor. This meeting will be attended by two (2) CONSULTANT staff. It is assumed that CITY will prepare the agenda, presentation, and minutes for this meeting. It is assumed that one (1) preconstruction meeting will occur and last no longer than two (2) hours.

6.6 Submittal Reviews
Base activities of CONSULTANT’s team during construction under this task will consist of distribution of submittals to the appropriate CONSULTANT team members for response.

CONSULTANT will maintain a submittal log to track location and progress on each item within the CONSULTANT team only. It is assumed that CITY (or CITY’s construction manager) will maintain the official submittals and that CONSULTANT will have access to those. Following team review, CONSULTANT will return responses to CITY for submittal to the contractor.

CONSULTANT will review submittals and shop drawings and provide review comments to CITY.

It is assumed that submittals will be furnished to CONSULTANT by CITY. CONSULTANT will review submittals and provide written comments and recommend submittal review disposition within an average of 10 working days of receipt of a submittal. The term “submittal” used herein includes technical submittals, shop drawings, samples, operations and maintenance manuals, and product data required to be submitted by the contractor. A total of 250 hours has been allocated to this task by CONSULTANT.

Ninyo & Moore, as a subconsultant to CONSULTANT, will provide geotechnical consulting support services during construction. Ninyo & Moore will review up to 10 contractor submittals for conformance with the project geotechnical report. Ninyo & Moore will review the contractor’s responses to review comments provided in a second submittal.

NUVIS will provide administrative support services during the bid and construction phases, including responding to requests for information (RFIs), reviewing submittals, minor corrections, and attendance at preconstruction meeting and site visits. NUVIS’ effort for these administrative support services is captured under this Submittal Reviews task.

Deliverables:
• Reviewed submittals with indicated disposition (electronic, PDF).

6.7 Request for Information Reviews
CONSULTANT will provide responses to the contractor’s Request for Information (RFIs). It is assumed that RFIs will be furnished to CONSULTANT by CITY, and written responses, prepared by CONSULTANT, will be provided to CITY for dissemination to the contractor within an average of 10 working days of receipt of an RFI. A total of 100 hours has been allocated to this task by CONSULTANT.

Ninyo & Moore will provide geotechnical consulting support services during construction. Ninyo & Moore will provide responses for up to five (5) RFIs related to the geotechnical aspects of the project.

Deliverables:

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
• Reviewed RFIs with indicated responses (electronic, PDF).

6.8 Site Visits & Construction Meetings
A total of 10 site visits, assumed to be up to 2-hour duration, will be attended by up to two (2) CONSULTANT staff. It is assumed that meeting agenda and minutes will be prepared by the construction manager. Site visits can be made to observe construction activities, but structural observations and special inspection are not covered under this scope.

Bi-weekly construction meetings, assumed to be up to 0.5-hour duration, will be attended by one (1) CONSULTANT staff. It is assumed that meeting agenda and minutes will be prepared by the construction manager. This task assumes 42 bi-weekly construction meetings will be held over 20 months.

6.9 Change Order Reviews
CONSULTANT will support CITY, upon request by CITY, with evaluation of change orders or potential change orders. At CITY’s request, CONSULTANT will review notices and correspondence issued by the contractor and provide a written opinion of the validity of contractor request. It is assumed that CITY’s construction manager will have primary responsibility for evaluation of and responses to contractor-issued notices and correspondence. This task provides as-needed support for up to ten (10) change order or potential change order reviews.

Deliverables:
• Review and provide written responses for change order-related issues (electronic, PDF).

6.10 Startup and Commissioning Support
CONSULTANT will provide CITY with support during startup and commissioning of the project.

CONSULTANT will provide this support as it relates to the design of the project facilities and equipment. Startup and commissioning of the project facilities and equipment will be led by the contractor, and it is the contractor’s sole responsibility. It is assumed that equipment vendors will provide startup and commissioning support to the contractor and CITY for their supplied equipment, and it is assumed that the equipment vendors will provide the required onsite training to the contractor and CITY to operate and maintain the supplied equipment.

Startup and commissioning support will be provided on an as-needed basis, and 40 hours have been budgeted for this task.

6.11 Record Drawing Preparation
CONSULTANT will prepare Record Drawings for the Project using the drawing markups of construction changes provided by the contractor. CONSULTANT will provide one electronic copy of the Record Drawing set. A total of 50 hours has been allocated for this task.

Deliverables:
• Record Drawings (electronic, PDF and AutoCAD).

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Task 7. Meetings and Reports

7.1 Project Kick-off Meeting
Upon receipt of a written Notice to Proceed, CONSULTANT will conduct a kick-off meeting to review the scope of work, confirm the project schedule, and identify information needs. A data request list will be provided prior to the kick-off meeting with the intent that the meeting will be used to review and discuss the available data and assessment to advance the Basis of Design (BODR) during the meeting. A 2-hour kickoff meeting will also be used to review and discuss regulatory permitting requirements. One kick-off meeting is planned at the CITY’s Public Works building with CONSULTANT’s Project Manager, Design Managers and CITY staff.

Teleconference will be utilized to connect with other team members.

As performed for the Cabrillo Reservoir Replacement Project, one site visit will be conducted at the beginning of the Pump Station and Forebay Project and attended by up to five (5) CONSULTANT team members, including subconsultants.

7.2 Coordination Meetings With CITY
CONSULTANT’s Project Manager and Project Technical Lead will hold 26 bi-weekly 30-minute conference calls with CITY during the 12-month design period. The calls will review project status, including work completed during the latest reporting period, work anticipated to be completed during the next reporting period, identified problems/issues that could affect project budget or schedule, outstanding issues to be resolved, and action items. A running list of significant issues and action items will be prepared and distributed to CITY.

7.3 Design Review Meetings
CONSULTANT will conduct three (3) virtual design review meetings via teleconference. The anticipated two-hour meetings with CONSULTANT’s Project Manager and selected Design Leads consist of:
• 30% Design Review Meeting
• 60% Design Review Meeting
• 90% Design Review Meeting
CONSULTANT will prepare meeting agendas and notes for the three (3) design review meetings and distribute to CITY for comments prior to finalizing.

Deliverables:
• Draft design review meeting agendas and meeting notes (electronic, Microsoft Word). • Final design review meeting agendas and meeting notes (electronic, PDF)

7.4 Internal Coordination Meetings (NOT USED)

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc

7.5 Monthly Reports
CONSULTANT will prepare monthly summary reports indicating job status, schedule update, and current project costs. It is assumed that there will be thirty-five (35) monthly summary reports throughout the final design, bid assistance and award, and construction.

7.6 Project Schedule
CONSULTANT will prepare and maintain a project schedule which shall be updated monthly as part of the monthly reports. It is assumed there will be a baseline schedule and twelve (12) schedule updates made through the design phase.

Task 8. Community Outreach Support

8.1 Presentation Support
CONSULTANT will provide public outreach support as requested by CITY staff during the project California Environmental Quality Act (CEQA) planning and design phase. This work may include:
• Preparing content for CITY’s Public Information Officer such as exhibits, mailers, brochures, notices, maps, and presentation materials. 12 hours have been budgeted for support.
• Preparing for and participating in public relation and/or town hall meetings, including presenting project overview, description, project impact and mitigation measures and assisting CITY with addressing questions from the public. Two (2) 2-hour public outreach meetings have been budgeted. 12 hours have been budgeted for this participation. • Attending and assisting CITY staff at Commission and City Council meetings to present the project overview and provide progress on the planning and design phases of the project. This task is budgeted for two (2) 2-hour meetings. 12 hours have been budgeted for this participation.

NUVIS will attend up to two community meetings to present the landscape conceptual plans alternatives/exhibits, receive feedback, and answer landscape related questions.

Deliverables:
• Public Information Officer requested content, as needed • Public Outreach Meeting participation, as needed
• Commission/City Council Meeting participation, as needed Task 9. Project Management and Quality Control/Assurance (QA/QC) This task consists of project management and coordination activities as well as quality control/assurance.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc

9.1 Project Management
Project coordination and administration will be provided, consisting of invoicing, schedule and budget monitoring, team coordination, and contract administration. It is assumed that the project duration is 35 months including 12 months for final design, three (3) months for bid assistance and award, and 20 months for construction.

9.2 Quality Control (QA/QC)
Project deliverables will undergo quality reviews prior to submittal to CITY in accordance with CONSULTANT’s Quality Control Program. As the project is executed, other QC reviews are performed at appropriate milestones, which are generally associated with submittals to CITY; internal QC review will occur prior to submission of a submittal.

CONSULTANT will conduct an internal team project initiation review (PIR). The purpose of this meeting is to review the Project Work Plan (PWP) with the PM, PIC, and internal CONSULTANT leadership.

CONSULTANT will conduct an internal concept and criteria review (C&CR) meeting to confirm the fundamental assumptions and design basis of the project as well as identify opportunities for improved planning concepts, project approaches, or design premises. CONSULTANT will engage reviewers who are not directly involved in the project to utilize independent, experienced staff that can provide feedback and recommendations regarding the project and planned approach. The C&CR will be held prior to or during the development of the 30% design to allow for feedback and recommendations to be communicated to CITY and incorporated into the design as applicable.

General Assumptions
• Further as-built research, investigation, and review for the Cabrillo Pump Station and Forebay and the Greystone Reservoir Junction Structure are not included in this scope of work.
• Further utility research and notification for the Cabrillo Pump Station and Forebay and the Greystone Reservoir Junction Structure are not included in this scope of work. • CONSULTANT’s subconsultant, Rincon Consultants (Rincon), completed a Class 32 Categorical Exemption Report for the Pump Station and Forebay project and prepared a Notice of Exemption. Additional CEQA compliance effort is not included in this scope of work.
• Ninyo & Moore performed supplemental geotechnical investigations and updated their Geotechnical Evaluation in the Spring and Summer of 2025. Additional geotechnical investigations and updates to the Geotechnical Evaluation are not included in this scope of work.
• CONSULTANT previously coordinated with Civiltec and CITY regarding the hydraulic analyses/modeling to support the final design of Cabrillo Pump Station and Forebay.

Further effort related to hydraulic analyses/modeling for CONSULTANT’s team is not included in this Scope of Work.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
• A Draft BODR for the Cabrillo Pump Station and Forebay project was prepared in September 2024, and a Draft Technical Memorandum for the Greystone Reservoir Junction Structure Improvements was prepared in May 2024. Updates to this Draft BODR and Draft Technical Memorandum are not included in this scope of work. • Assumed area of disturbance is less than 1-acre and Stormwater Pollution Prevention Plan (SWPPP) will not be required.
• SWPPP preparation, if required, is by the contractor. • All required permits and permit costs not specified in this proposal are by CITY. • CITY will lead permitting efforts with the California Division of Drinking Water (DDW) related to separation requirements, and CONSULTANT will support CITY by providing project documents and input on DDW questions or comments. • Site electrical design will incorporate future security cameras to be provided and installed by others. Work will include conduit only to locations agreed upon with CITY. • Existing site fencing will be replaced to fit and match the perimeter improvements, including new ingress and egress locations.
• Scope of Work includes the design of an auxiliary fire system in the pump room but not in the electrical or generator rooms. Scope of Work does not include design of additional auxiliary systems (PA, security, etc.).
• Traffic control plans will be specified for the construction contractor to prepare. The contractor will also be responsible for providing parking for their own workforce. • Field verification or potholing to determine the horizontal and vertical locations of existing underground utilities is not included in this Scope of Work. • It is assumed that the technical specifications will follow CSI 50-Division format. It is also assumed that CITY will develop the front-end documents (Divisions 0 and 1 in CSI format) with input from CONSULTANT.
• CONSULTANT’s schedule and compensation are based on providing the above services for a period of 35 months. This schedule provides for 12 months of final design three (3) months of bidding services, and 20 months of engineering support during construction. • CONSULTANT will manage work hours between tasks and employee classifications, and/or utilize other employee classifications, provided that the project total fee is not exceeded without prior written approval of CITY.
• CONSULTANT will use its standard CAD standards and technical specifications. • Scope of Work assumes electrical drawings produced will be 2D and in AutoCAD 2024 format. CONSULTANT may use 3D tools to model and deliver the drawings, but no deliverable of 3D models will be provided.
• The level of effort assumes that significant design changes are not required in progressing the design from 60% to 90% and 90% to Final design submittals. • CITY will provide timely reviews of deliverables from CONSULTANT. CITY will provide adjudicated and consolidated review comments on deliverables within 10 working days of receipt of a deliverable.
• CITY will provide access to the sites, as required, for site visits, meetings, and investigations identified in this Scope of Work.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
• The structural design assumes all new structures will be supported on a mat foundation system with the ability to meet CBC and ASCE 7 threshold requirements for liquefaction induced settlement and lateral spreading to avoid the need for deep foundations or ground improvements. Any considerations for deep foundations or ground improvements are not part of this Scope of Work.
• The structural design does not include any strengthening or evaluation of the Greystone Reservoir Junction Structure.
• Structural design does not include any retaining walls. • Valve vaults will be precast concrete structures.
• New electrical installation at the Greystone Reservoir Junction Structure will be limited to the reuse of in-vault electrical wiring pertaining to the new motor-actuated butterfly valve, and the remaining existing electrical elements.
• Assessments and design mitigations for environmental hazards, such as asbestos or lead, are not included.
• Replacement of existing electrical service and equipment at the sites and other coordination with Southern California Edison (SCE) is not included in this Scope of Work and is the responsibility of CITY.
• CITY will provide construction management services. CITY uses Virtual PM for tracking submittals and RFIs and will provide access to CONSULTANT to use during ESDC. • The electrical design does not include a Power System Study. Power system study will be developed and provided by the contractor.
• Generator fuel system does not include a fuel polishing system. • Task 6.2 is limited to 50 hours of CONSULTANT effort. • Task 6.4 is limited to 40 hours of CONSULTANT effort. • Task 6.6 is limited to 250 hours of CONSULTANT effort. • Task 6.7 is limited to 100 hours of CONSULTANT effort. • Task 6.11 is limited to 50 hours of CONSULTANT effort.

General Exclusions
• Coordination of construction notifications
• Effort associated with obtaining easements or real property • Structural observation
• Geotechnical observation and materials testing services • Evaluation of formal claims by the contractor
• Review of contractor’s certified payrolls
• Risk management review of CITY’s front-end bidding documents • Warrant assistance
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
• Preparation and transmittal of notices of completion
• Construction management and construction inspection, including special inspections in accordance with the building code
• Preparation of Daily Inspection Reports
• Factory inspections or factory testing
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc

APPENDIX A

PRELIMINARY LIST OF DRAWINGS
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 Cabrillo Reservoir Sheet Count
l , . I

GENER L
1 G1- Title Sheet X X X X
2 G2 - Location, Vicinity Maps, Sheet Index X X X X
3 G3 - General Notes Symbology X X X
4 G4 - Piping Schedule X X X
5 G5 - Hydraulic Profile X X X
6 G6- Process Flow Diagram X X X X
CIVIL
7 C1- Civil Abbreviation and Notes X X X X
8 C2 - Civil Legend X X X
9 C3 - Civil Overall Site Plan X X X X
10 C4 - Existing Conditions and Demolition Plan 1 X X X 11 C5 - Horizontal Control and Paving Plan 1 X X X
12 C6 - Detailed Horizontal Control and Paving Plan X X X 13 C7- Grading Plan 1 X X X
14 C8 - Onsite Yard Piping Plan 1 X X X X
15 C9- Detailed Yard Piping Plan X X X
16 C10 - Zone 8 Discharge Pipe X X X
17 C11- Details 1 X X X
18 C12- Details 2 X X X
19 C13 - Details 3 X X
20 C14 - Details 4 X X

ARCHITECTURAL
21 A1- Code Summary, Schedule, Notes, and Floor Plan X X X 22 A2-Pump Station/RMS Building and Elevations X X X X
23 A3 - Pump Station/RMS Building Section and Details 1 X X X 24 A4- Pump Station/RMS Building Section and Details 2 X X STRUCTURAL (1-22) X X X
25 S1- Structural General Notes X X X X
26 S2 - Special Inspection Schedule X X X X
27 S3 - Structural Observation and Special Inspection X X X X 28 S4-Typical Concrete Details X X X
29 S5 - Typical Concrete Details X X X
30 S101 - Retaining Wall Plans X X X X
31 S102 - Retaining Wall Sections X X X
32 S111-Pump Station/RMS Building Plan X X X
33 S112- Pump Sation/RMS Building Sections X X X
34 S201 - Reservoir 1 Foundation Plan X X X X
35 S202 - Reservoir 1 Roof Plan X X X X

CITY OF BEVERLY HILLS
CABRILLO RESERVOIR REPLACEMENT 12021
KENNEDY/JENKS CONSULTANTS, INC.

B0785-0001\3179437v3.doc
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 36 S203 - Reservoir 1 Roof Reinforcing X X X
37 S204 - Reservoir 1 Wall and Footing Details X X X
38 S211- Reservoir 2 Foundation Plan X X X X
39 S212 - Reservoir 2 Roof Plan X X X X
40 S213 - Reservoir 2 Roof Reinforcing X X X
41 S214 - Reservoir 2 Wall and Footing Details X X X
42 S230 - Reservoir Appurtenances and Details I X X
43 S231 - Reservoir Appurtenances and Details II X X
44 S240 - Drain and Overflow Vault Reservoir 1 X X X X
45 S241 - Drain and Overflow Vault Reservoir 2 X X X
46 S243 - Valve Vault - Reservoir area X X

MECHANICAL
47 M1 - Equipment/Valve Schedules X X X
48 M2 - Mechanical Standard Detail - 1 X X
49 M3 - Mechanical Standard Detail -2 X X
50 M4 - Mechanical Key Plan X X X
51 M5 - Sodium Hypochlorite Feed System Plan X X X X
52 M6 - Sodium Hypochlorite Feed System Sections and Details X X X 53 M7 - Liquid Ammonium Sulfate Feed Plan X X X X
54 M8 - Liquid Ammonium Sulfate Feed Sections and Details X X X 55 M9- Pump Station/RMS Enlarged Plan X X X X
56 M10- Pump Station/RMS Sections X X X
57 M11-Pump Station/RMS Sections and Details X X
58 M12 - Reservoir 1 Plan X X X X
59 M13 - Reservoir 1 Piping (Inlet, outlet, overflow, drain) X X X 60 M14 - Reservoir 1 Underdrain X X X
61 M15- Reservoir 2 Plan X X X X
62 M16 - Reservoir 2 Piping (Inlet, outlet, overflow, drain) X X X 63 M17- Reservoir 2 Underdrain X X X
64 M18 - Valve Vault Plan and Sections X X X

ELECTRICAL
65 E1- Electrical Symbols, Notes and Abbreviations X X X X 66 E2 - Electrical Details - 1 X X
67 E3 - Electrical Details - 2 X X
68 E4- Overall Electrical Site Plan X X X X
69 E5 - Enlarged Electrical Site Plan - 1 X X X
70 E6 - Enlarged Electrical Site Plan - 2 X X X
74 E7- Manhole and Handhole Schedule and Sections X X X 72 E8- Single Line Diagram - Pump Station X X X X
73 E9- Single Line Diagram - Chemical Systems & RMS X X X X 74 E10- Single Line Diagram - Emergency Generator & ATS X X X X 75 E11- Electrical Equipment Elevations X X X
76 E12- Panelboard Schedules - 1 X X X

CITY OF BEVERLY HILLS
CABRILLO RESERVOIR REPLACEMENT I 2021
KENNEDY/JENKS CONSULTANTS, INC.

B0785-0001\3179437v3.doc
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 77 E13 - Panelboard Schedules -2 X X X
78 E14 - Luminaire Schedule X X X
79 E15 - Control Schematic - 1 X X X
80 E16 - Control Schematic - 2 X X X
81 E17 - Conduit Block Diagram - 1 X X X
82 E18- Conduit Block Diagram -2 X X X
83 E19 - Conduit and Cable Schedule - 1 X X X
84 E20 - Conduit and Cable Schedule - 2 X X X
85 E21 - Reservoir 1 Electrical Plan X X X X
86 E22 - Reservoir 2 Electrical Plan X X X X
87 E23 - Miscelaneous Electrical Plans X X

INSTRUMENTATION & CONTROLS
88 I1- Legend - Piping and Process X X X
89 12 - Legend - Instrumentation X X X
90 I3 - Instrumentation Details - 1 X X
91 I4 - Instrumentation Details -2 X X
92 I5 - Network Architecture Diagram X X
93 I6-P&ID - Reservoir - Inlet Piping X X X X
94 I7 -P&ID - Reservoir - Outlet Piping and Pump Suction X X X X 95 18 - P&ID - Pump Station and Discharge Piping to Zone 8 X X X X 96 19 - P&ID - Reservoir Mixers and RMS X X X X
97 I10 -P&ID - Sodium Hypochlorite Storage and Feed System X X X X 98 I11- P&ID - LAS Storage and Feed System X X X X
99 112 - P&ID - Reservoir Drains, Underdrains, Site Drainage X X X

LANDSCAPING PLAN
100 L-1 - Irrigation Legend, Notes, and Details X X X
101 L-2 - Irrigation Plan X X X
102 L-3-Planting Legend, Notes, and Details X X X X
103 L-4-Planting Plan X X X

CITY OF BEVERLY HILLS
CABRILLO RESERVOIR REPLACEMENT ] 2021
KENNEDY/JENKS CONSULTANTS, INC.

B0785-0001\3179437v3.doc

APPENDIX B

CABRILLO PUMP STATION AND FOREBAY AND

GREYSTONE RESERVOIR JUNCTION STRUCTURE DRAWINGS LIST
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 . . 1,
. . ,

GENERAL
1 G-001: COVER, LOCATION AND VICINITY MAPS X X X X
2 G-002: DRAWING INDEX X X X X
3 G-003. GENERAL ABBREVIATIONS X X X
4 G-004: GENERAL NOTES AND LEGEND X X X
G-005: GENERAL EQUIPMENT DESIGNATIONS AND PROCESS
5 IDENTIFICATION CODES X X X
6 G-006. GENERAL PROCESS SYMBOLS X X X
7 G-007. PROCESS FLOW DIAGRAM X X X X
8 G-008. HYDRAULIC PROFILE X X X
9 G-009 CONTRACTOR LA YD OWN AREAS X X X
CIVIL
10 C-001: CIVIL ABBREVIATIONS AND NOTES X X X X
11 C-002. CIVIL LEGEND X X X
12 C-003. OVERALL SITE PLAN AND KEY MAP X X X X
13 C-004. CIVIL STANDARD DETAILS-I X X X
14 C-005. CIVIL STANDARD DETAILS- II X X X
15 C-006. CIVIL STANDARD DETAILS - I X X X
16 C-007 CIVIL STANDARD DETAILS-IV X X X
17 C-008. EXISTING CONDITIONS AND DEMOLITION PLAN - I X X X X 18 C-009. EXISTING CONDITIONS AND DEMOLITION PLAN - II X X X X C-010: EXISTING CONDITIONS AND DEMOLITION PLAN GREYSTONE 19 VAULT X X X X
20 C-101. HORIZONTAL CONTROL AND PAVING PLAN X X X X
C-102: HORIZONTAL CONTROL, PAVING AND GRADING PLAN
21 GREYSTONE VAULT X X X X
22 C-201. GRADING AND DRAINAGE PLAN X X X X
23 C-250. SITE SECTION X X X
24 C-301. YARD PIPING PLAN X X X X
25 C-311: YARD PIPING PROFILE X X X
26 C-350. ZONE 8 DISCHARGE PIPING IN ALLEY AND CABRILLO X X X X 27 C-351. ZONE 9 DISCHARGE PIPING IN ALLEY X X X X
28 C-352 ZONE 9 DISCHARGE PIPING IN LAGO VISTA DRIVE X X X X 29 C-501. CIVIL PROJECT DETAILS-I X X X
30 C-502 CIVIL PROJECT DETAILS - I X X X

ARCHITECTURAL
31 A-001: CODE SUMMARY. SCHEDULES, AND NOTES X X X X
32 A-002. ARCHITECTURAL DETAILS -I X X
33 A-003. ARCHITECTURAL DETAILS - IL X X
34 A-004: PUMP STATION BUILDING FLOOR AND ROOF PLANS X X X X 35 A-005. PUMP STATION BUILDING EXTERIOR ELEVATIONS X X X X 36 A-006: PUMP STATION BUILDING SECTIONS X X X

STRUCTURAL
37 S-001. STRUCTURAL GENERAL NOTES AND ABBREVIATIONS -I X X X X 38 S-002. SPECIAL INSPECTION, TESTING NOTES. AND SCHEDULES-I X X X X 39 S-003. SPECIAL INSPECTION, TESTING NOTES. AND SCHEDULES- IL X X X X 40 S-004. SPECIAL INSPECTION, TESTING NOTES. AND SCHEDULES - I X X X X 41 S-005. STRUCTURAL STANDARD DETAILS -I X X X
42 S-0O6. STRUCTURAL STANDARD DETAILS - IL X X X
43 S-007. STRUCTURAL STANDARD DETAILS - 1I X X X
B0785-0001\3179437v3.doc
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 'e 15. I',
44 S-008. STRUCTURAL STANDARD DETAILS-IV X X X
45 S-100: PUMP STATION BUILDING FOUNDATION PLAN X X X X 46 S-101: PUMP STATION BUILDING ROOF FRAMING PLAN X X X X 47 S-102 PUMP STATION BUILDING SECTIONS AND DETAILS-I X X X 48 S-103. PUMP STATION BUILDING SECTIONS AND DETAILS - II X X X 49 S-200: FOREBAY FOUNDATION PLAN X X X X
50 S-201. FOR EBAY TOP PLAN X X X X
51 S-203. FOREBAY SECTIONS AND DETAILS-I X X X
52 S-204. FOREBAY SECTIONS AND DETAILS - I X X X
53 S-206. FOREBAY DETAILS-I X X
54 S-207. FOREBAY DETAILS- I X X
55 S-500. GREYSTONE VAULT PLANS X X X X
56 S-501. GREYSTONE VAULT SECTIONS AND DETAILS X X X

MECHANICAL
57 M-001. MECHANICAL ABBREVIATIONS AND NOTES X X X X
58 M-002: EQUIPMENT, VALVE SCHEDULES X X X
59 M-003: MECHANICAL STANDARD DETAILS -I X X X
60 M-004: MECHANICAL STANDARD DETAILS - II X X X
61 M-005: PUMP STATION ENLARGED PLAN X X X
62 M-006. PUMP STATION SECTIONS X X X
63 M-007: PUMP STATION SECTIONS AND DETAILS X X X
64 M-008 GENERATOR ROOM ENLARGED PLAN AND SECTIONS X X X 65 M-009: FORE BAY PLAN X X X X
66 M-010: FOREBAY PIPING DETAILS (INLET, PUMP CANS, DRAIN) X X X 67 M-011: FOREBAY UNDERDRAIN PLAN X X X
68 M-012: INLET ALTITUDE VALVE VAULT PLAN AND SECTIONS X X X 69 M-013: PUMP STATION DISCHARGE METER VAULT X X X
70 M-100. EXISTING GREYSTONE VAULT UPGRADE PLAN X X X X 71 M-101. GREYSTONE VAULT SECTIONS AND DETAILS X X X
72 M-500: DETAILS -I X X X
73 H-001 HVAC ABBREVIATIONS, NOTES, AND LEGEND X X X
74 H-002 HVAC SCHEDULES X X X
75 H-003 HVAC SCHEMATICS, DETAILS X X X
76 H-004 PUMP STATION HVAC PLAN X X X
77 H-005 PUMP STATION HVAC SECTIONS AND DETAILS X X X
78 P-001 PLUMBING ABBREVIATIONS, NOTES, AND LEGEND X X X 79 P-002 PLUMBING SCHEDULES AND DETAILS X X X
80 P-003 PUMP STATION PLUMBING PLAN X X X
81 P.004 PUMP STATION ISOMETRICS AND DETAILS X X

ELECTRICAL
82 E-001: ELECTRICAL NOTES AND ABBREVIATIONS X X X X
83 E-002: GENERAL ELECTRICAL SYMBOLS-I X X X X
84 E-003: GENERAL ELECTRICAL SYMBOLS- II X X X X
85 E-004: ELECTRICAL DETAILS -I X X
86 E-005: ELECTRICAL DETAILS - I X X
87 E-006. OVERALL ELECTRICAL SITE PLAN X X X X
88 E-007. SINGLE LINE DIAGRAM- PUMP STATION X X X X
89 E-008: ELECTRICAL EQUIPMENT ELEVATIONS X X X
90 E-009. ELECTRICAL CONTROL SCHEMATIC X X X
91 E-010: PANELBOARD AND LUMINAIRE SCHEDULES X X X
92 E-011: CONDUIT BLOCK DIAGRAM - I X X X
93 E-012. CONDUIT BLOCK DIAGRAM - II X X X
94 E-013: CONDUIT AND CABLE SCHEDULE X X X
95 E-014. FOREBAY ELECTRICAL PLAN X X X X
B0785-0001\3179437v3.doc
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 E-015. FOREBAY LIGHTING, RECEPTACLE AND GROUNDING PLAN X X X 97 E-016. METER VAULT ELECTRICAL PLAN X X X
98 E-017. MISCELLANEOUS ELECTRICAL PLANS X X
99 E-018: ELECTRICAUGENERATOR ROOM ELECTRICAL PLAN X X X X E-019: ELECTRICAUGENERATOR ROOM LIGHTING, RECEPTACLE AND 100 GROUNDING PLAN X X X
101 E-100. GREYSTONE VAULT ELECTRICAL SITE PLAN X X X

INSTRUMENTATION & CONTROLS
102 1-001: LEGEND/ABBREVIATIONS - PIPING AND PROCESS X X X X 103 1-002: LEGEND/ABBREVIATIONS - INSTRUMENTATION X X X X 104 1-003: INSTRUMENTATION DETAILS -I X X
105 1-004: INSTRUMENTATION DETAILS - II X X
106 1-005: NETWORK ARCHITECTURE DIAGRAM X X X X
107 1-006: P&ID - INLET ALTITUDE VALVE VAULT X X X X
108 1-007: P&ID - FOREBAY OUTLET/PUMP STATION X X X X
109 1-008: P&ID - PUMP STATION AND DISCHARGE PIPING TO ZONE 8 X X X X 110 1-009: P&ID - PUMP STATION AND DISCHARGE PIPING TO ZONE 9 X X X X 111 1-010: P&ID - FOREBAY DRAIN AND UNDERDRAINS X X X X 112 1-011 P&ID - GENERATOR AND OUTDOOR FUEL STORAGE SYSTEM X X X X 113 1-112: P&ID- GREYSTONE VAULT X X X X
B0785-0001\3179437v3.doc

EXHIBIT B

SCHEDULE OF PAYMENT AND RATES
CITY shall compensate CONSULTANT for the satisfactory performance of the work described in this Agreement in a total amount not to exceed Two Million Seven Hundred Ninety-Seven Thousand Six Hundred Eighty Dollars ($2,797,680), at the rates set forth in Attachment 1 to Exhibit B, including all labor, taxes, and expenses. In addition, CITY will reimburse CONSULTANT for direct expenses reasonably incurred in the performance of the Agreement as provided in Attachment 1 to this Exhibit.

In the event CITY requests Additional Services outside the scope set forth in Exhibit A, the fee shall be negotiated in advance and set forth in writing but shall not exceed Two Hundred Ninety Thousand Three Hundred Forty-Five Dollars ($290,345), at the rates set forth in Attachment 1 to Exhibit B.

In no event shall this Agreement total exceed Three Million Eighty-Eight Thousand Twenty-Five Dollars ($3,088,025).

CONSULTANT shall submit an itemized statement to CITY for its services performed monthly, which shall include documentation setting forth in detail a description of the services rendered.

CITY shall pay CONSULTANT the undisputed amount of such undisputed billing within thirty (30) days of receipt of same.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 Proposal Fee Estimate
January 1, 2024 Rates
Hourly Rate:

Phase 1 - Engineering Services to Support Final Design
12Landscapina
Phase 2-30% Design
2230% Technical Specifications List

2.330% 0PCC
2430% Desian Submittal Preparation
Phase 3.60% Desian

3.460% Desi0n Submittal Preparation

3.5Sure Analysis
Phase 4-.90% Desian
4190% Drawnus
4290% Technical Specifications & Calculations
4590% Visualization Services
Phase 5.Final Desian
52Final Technical Specifications & Calculations
54Final Desian Submittal Preparation
Phase 6.Enqinserine Support Durina Bidding & Construction

6.1Pre.Bid Meetina/Site Visit

6.2Response to Bidders' Questions and Addenda

6.3Bid Analysis

6.5reconstruction Meetin

6.6 Submittal Reviews (250 Hours Total)
67Reviews 100 Hours Total

6.8Site Visits 10' & Construction Meetinas (42

6.9Chane Order Reviews 10 @ 8 Hours each = 80 hrs

6.10 Startu and Commissionine Support

6.11 Record Drawing Preparation (50 Hours Total
Phase 6 - Subtotal
phase7.Meetings and Reports
71Proect Kick-off Meetina & Site Visit
72Coordination Meetinas with City (26 @ 0.5 Hour)
730esian Review Meetinus (3
$335
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$0 $22.300 $1.115 $c $23,415
$910 $0 $8.000 $0 $0 $0 $22.300 $1,515 $0 $0 $32.725
20 16 39 12 78 32 53 41 33 22 26 30 684 $144.725 $0 $c $144,725 $2.955 $0 $2.955
16 $5.,380 $0 $5.,380
18 $3,170 so $¢ $3,170
so $5.400 $270 $C $5,670
l l 14 25 17 7 10 16 40 12 79 39 55 41 35 22 28 30 10 20 $156.230 so $0 $0 $5.400 $0 $0 $270 so $0 $161,900 20 22 34 27 21 10 15 67 20 15 96 140 133 54 90 69 56 37 45 so 34 1162 $245.875 $3.500 $175 $249.,550 60 ! $36.675 so $C $36.,675
$11.,875 $0 $c $11,875
$4,465 $0 $ $4,465
10 $2.720 $20.000 $1,000 $¢ $23,720
45 32 29 14 18 30 128 25 17 0 102 70 93 7¥ 59 37 48 so 34 0 1f 1383 $301,610 $0 $0 so $0 $20.000 $3.500 $1.175 $0 $0 $326.285 20 32 26 20 63 19 14 90 88 132 125 51 84 65 52 35 42 47 32 1092 $231,130 $2,500 $125 $c $233.755 12 11 1SO 12 12 20 348 $92.025 $0 $92.025
$5.,380 $0 $c $5,380
£ 34 $5.500 $0 $€ $5.500
so $3.300 $165 $c $3,465
so 48 37 28 17 22 16 213 31 1sl 0 0 100 137 77 88 65 56 35 46 47 0 20 1494 $334.035 so $0 so $3.300 $0 $2.500 $290 sol $0 $340,125 14 11 38 S8 55 22 37 29 23 15 18 21 $101.,075 $1,800 $90 < $102.965 e 100 $24.640 $0 $c $24.640
$2.690 $0 $c $2.690
$5.240 $0 $1,000 $5¢ $6.290
21 15 8 36 12 14 S8 61 39 41 29 27 15 22 21 10 0 1.2 620 $133.,645 $0 $0 so so $0 $1,800 $90 $1.000 $SO $136.585 $1,530 $92 $0 $S00 $25 $2.147
so $11.210 $673 $0 $c $11,883
$2.280 $137 $0 $2417
$8.215 $493 $0 $c $8.708
$1.,530 $92 $0 $500 $2£ $2.147
12 10 24 20 60 24 60 24 250 $59.980 $3.599 $21,600 $2.000 $1,180 $c $88.359 16 12 12 16 16 100 $24.520 $1,471 $7.200 $360 $c $33.551 52 52 104 $26.520 $1.591 $0 $2.000 $10¢ $30.211
10 10 10 16 80 $21.020 $1,261 $0 $22.281
$9,480 $569 $0 $S00 $25 $10,574
50 $10.,560 $950 $0 $¢ $11,510
6 102 23 26 19 0 55 3S l 0 103 59 16 56 10 10 10 10 10 ol 0 736 $176,845 $10.928 so $28,800 $0 $0 $2,000 $1,540 $3.500 $175 $223.788 36 $9.,630 $0 $1.,500 $7 $11.205
26 26 52 $13.260 $0 $¢ $13.260
26 $26.710 $0 $c $26,710
B0785-0001\3179437v3.doc
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 $52.960
$76.175
$129,135
$c
$€
$0 $0
$375 $1,427,660
KJ I Kennedy Jenks

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$76.175 $0
$52.960 $0
$129.135 $0 $0 sol sol $0 $0
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76Project Schedule (12)

10.1 KJ Continaenc
754Month# Reports [35
January 1, 2024 Rates
Proposal Fee Estimate
Phas 9.Project Management and QA/QC
Phase 8-Community Outreach Support
Hourly Rate
B0785-0001\3179437v3.doc
Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 KJ I Kennedy Jenks
Client/Address: City of Beverly Hills
345 Foothill Road
Beverly Hills, CA 90210
Contract/Proposal Date: October 17, 2025
Custom Schedule of Charges

PERSONNEL COMPENSATION
Classification Hourly Rate
Engineer-Scientist-Specialist 1 .............•........•................................................... $160 Engineer-Scientist-Specialist 2 .............•..........................•................................. $190 Engineer-Scientist-Specialist 3 ..............•........•................................................... $210 Engineer-Scientist-Specialist 4 ..............•........•................................................... $230 Engineer-Scientist-Specialist 5 .......................••........•........•................................ $250 Engineer-Scientist-Specialist 6 ..............•........•................................................... $275 Engineer-Scientist-Specialist 7 ..............•............................................................ $300 Engineer-Scientist-Specialist 8 ..............•........•................................................... $320 Engineer-Scientist-Specialist 9 ..............••.......••........•........•................................ $335 Senior CAD-Designer $155
CAD-Designer ...............................................•................................................... $155 Senior CAD-Technician ...............•...................................•................................. $155 CAD-Technician ...................................•............................................................ $155 Project Assistant. .........................•........•.........•........•........•........•....................... $145 Administrative Assistant.. ...............................•................................................... $130 Direct Expenses
Reimbursement for direct expenses, as listed below, incurred in connection with the work, will be at cost plus five percent for items such as:
a. Maps, photographs, 3rd party reproductions, 3rd party printing, equipment rental, and special supplies related to the work.
b. Consultants, soils engineers, surveyors, contractors, and other outside services. c. Rented vehicles, local public transportation and taxis, travel and subsistence. d. Project specific telecommunications and delivery charges. e. Special fees, insurance, permits, and licenses applicable to the work. f. 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 or at a negotiated monthly rate.

If prevailing wage rates apply, the above billing rates will be adjusted as appropriate.

Overtime for non-exempt employees will be billed at one and a half 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.

Excise and gross receipts taxes, if any, will be added as a direct expense.

The foregoing Schedule of Charges is incorporated into the agreement for the services provided, effective December 1 2025 through June 30 2027. After this date, the Schedule of Charges is subject to change based on mutual agreement.

B0785-0001\3179437v3.doc

EXHIBIT D
Terms for Compliance with California Labor Law Requirements Section 1. CONSULTANT acknowledges that the project as defined in this Agreement between CONSULTANT and CITY, to which this Agreement to Comply with California Labor Law Requirements is attached and incorporated by reference, is a “public work” as defined in Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code (“Chapter 1”), and that this Agreement is subject to (a) Chapter 1, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. CONSULTANT shall perform all work on the project as a public work. CONSULTANT shall comply with and be bound by all the terms, rules and regulations described in 1(a) and 1(b) as though set forth in full herein.

Section 2. California law requires the inclusion of specific Labor Code provisions in certain contracts. The inclusion of such specific provisions below, whether or not required by California law, does not alter the meaning or scope of Section 1 above.

Section 3. CONSULTANT shall be registered with the Department of Industrial Relations in accordance with California Labor Code Section 1725.5, and has provided proof of registration to CITY prior to the effective date of this Agreement. CONSULTANT shall not perform work with any subconsultant that is not registered with DIR pursuant to Section 1725.5.

CONSULTANT and subconsultants shall maintain their registration with the DIR in effect throughout the duration of this Agreement. If CONSULTANT or any subconsultant cease to be registered with DIR at any time during the duration of the project, CONSULTANT shall immediately notify CITY.

Section 4. Pursuant to Labor Code Section 1771.4, CONSULTANT’s services are subject to compliance monitoring and enforcement by DIR. CONSULTANT shall post job site notices, as prescribed by DIR regulations.

Section 5. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Agreement are on file at City Hall and will be made available to any interested party on request.

CONSULTANT acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and CONSULTANT shall post such rates at each job site covered by this Agreement.

Section 6. CONSULTANT shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. CONSULTANT shall, as a penalty to the CITY, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by CONSULTANT or by any subconsultant.

Section 7. CONSULTANT shall comply with and be bound by the provisions of Labor Code Section 1776, which requires CONSULTANT and each subconsultant to (1) keep accurate payroll records and verify such records in writing under penalty of perjury, as specified Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
in Section 1776, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the CITY of the location of the records.

Section 8. CONSULTANT shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6 and 1777.7 and California Administrative Code title 8, section 200 et seq. concerning the employment of apprentices on public works projects.

CONSULTANT shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, CONSULTANT shall provide CITY with a copy of the information submitted to any applicable apprenticeship program. Within 60 days after concluding work pursuant to this Agreement, CONSULTANT and each of its subconsultants shall submit to the CITY a verified statement of the journeyman and apprentice hours performed under this Agreement.

Section 9. CONSULTANT acknowledges that eight hours labor constitutes a legal day’s work. CONSULTANT shall comply with and be bound by Labor Code Section 1810.

CONSULTANT shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. CONSULTANT shall, as a penalty to the CITY, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by CONSULTANT or by any subconsultant for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of CONSULTANT in excess of eight hours per day, and 40 hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight hours per day at not less than one and one-half times the basic rate of pay.

Section 10. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONSULTANT hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Section 11. For every subconsultant who will perform work on the project, CONSULTANT shall be responsible for such subconsultant’s compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and CONSULTANT shall include in the written contract between it and each subconsultant a copy of those statutory provisions and a requirement that each subconsultant shall comply with those statutory provisions. CONSULTANT shall be required to take all actions necessary to enforce such contractual provisions and ensure subconsultant’s compliance, including without limitation, conducting a periodic review of the certified payroll records of the subconsultant and upon becoming aware of the failure of the subconsultant to pay his or her workers the specified prevailing rate of wages. CONSULTANT shall diligently take corrective action to halt or rectify any failure.

Section 12. To the maximum extent permitted by law, CONSULTANT shall indemnify, hold harmless and defend (at CONSULTANT’s expense with counsel reasonably Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 B0785-0001\3179437v3.doc
acceptable to the CITY) the CITY, its officials, officers, employees, agents and independent contractors serving in the role of CITY officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed above by any person or entity (including CONSULTANT, its subconsultants, and each of their officials, officers, employees and agents) in connection with any work undertaken or in connection with the Agreement, including without limitation the payment of all consequential damages, attorneys’ fees, and other related costs and expenses. All duties of CONSULTANT under this Section shall survive termination of the Agreement.

Docusign Envelope ID: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 Certificate Of Completion
Envelope Id: EB2FB0DF-1ED8-4A5D-8532-6DE372378141 Status: Sent Subject: Complete with Docusign: Kennedy/Jenks Consultants, Inc. (176-21) Amendment No. 2 Source Envelope:

Document Pages: 45 Signatures: 7 Envelope Originator:

Certificate Pages: 3 Initials: 0 Erin Justus
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
455 N. Rexford Drive
Beverly Hills, CA 90210
[email protected]
IP Address: 198.245.189.169
Record Tracking
Status: Original
11/3/2025 11:49:55 AM
Holder: Erin Justus
[email protected]
Location: DocuSign
Signer Events Signature Timestamp
Gerard P. Cavaluzzi
[email protected]
Senior Lifeguard
Security Level: Email, Account Authentication
(None) Signature Adoption: Pre-selected Style
Using IP Address: 69.118.22.156
Sent: 11/3/2025 11:59:13 AM
Viewed: 11/3/2025 12:08:14 PM
Signed: 11/4/2025 6:13:14 AM
Electronic Record and Signature Disclosure:

Not Offered via Docusign
Jeff Savard
[email protected]
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 172.89.24.187
Sent: 11/3/2025 11:59:14 AM
Viewed: 11/3/2025 12:29:06 PM
Signed: 11/3/2025 4:53:40 PM
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Deborah R. Hakman for
[email protected]
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 208.87.233.201
Sent: 11/4/2025 6:13:16 AM
Viewed: 11/4/2025 8:37:43 AM
Signed: 11/4/2025 8:38:06 AM
Electronic Record and Signature Disclosure:

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Anthony Rodstein
[email protected]
Purchasing Services Manager
City of Beverly Hills (Finance Department)
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 198.245.189.181
Sent: 11/4/2025 8:38:09 AM
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? docusign
Signer Events Signature Timestamp
Sharon L'Heureux Dressel
[email protected]
Risk Manager
Sharon Dressel
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 198.245.189.166
Sent: 11/4/2025 9:53:55 AM
Viewed: 11/4/2025 10:41:48 AM
Signed: 11/4/2025 10:41:56 AM
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Daren Grilley
[email protected]
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(None)
Signature Adoption: Pre-selected Style
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Sent: 11/4/2025 10:41:58 AM
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Signed: 11/4/2025 11:52:18 AM
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Shana E. Epstein
[email protected]
Director of Public Works
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(None) Signature Adoption: Pre-selected Style
Using IP Address: 198.245.189.177
Sent: 11/4/2025 11:52:20 AM
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Signed: 11/4/2025 12:59:31 PM
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Anthony Rodstein
[email protected]
Purchasing Services Manager
City of Beverly Hills (Finance Department)
Security Level: Email, Account Authentication
(None)
Sent: 11/4/2025 12:59:34 PM
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Nancy Hunt-Coffey
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

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Sharona R. Nazarian
[email protected]
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:

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Huma Ahmed
[email protected]
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Jessika Vasquez
[email protected]
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Keith Sterling
[email protected]
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Jackie Galeas
[email protected]
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(None)
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