Hemet City Council
August 13, 2024

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

documentation and assessment of cultural resources. The assessment findings will support the preparation of necessary reports to aid in the CEQA document and permitting process.

PAX will compile the findings into a Cultural Resources Assessment report, which will summarize the methods, results, and conclusions of the study, detailing observed resources and recommendations for mitigation or preservation measures.

Deliverables:
✓ Draft and Final Cultural Resources Assessment in electronic format Task 2.7 – Construction Traffic Analysis
Ganddini will prepare a construction traffic analysis for the project consisting of the following tasks:
✓ Document the proposed construction phasing, estimated trip generation, and roadway closures/detours based on information to be provided by the Client. ✓ Document existing study intersection traffic control devices and lane configurations, as well as bicycle, pedestrian, and transit facilities in the project vicinity. ✓ Develop a trip generation estimate for the project’s construction phase based on construction details, such as construction phases, number of workers per phase/shift, and materials/delivery/hauling trucks. ✓ Identify proposed truck delivery/haul routes and construction parking areas. ✓ Document conditions of approval requiring compliance with all applicable Federal/State standards for temporary traffic control devices per the California Manual on Uniform Traffic Control Devices. ✓ Prepare a technical memorandum that incorporates the methodology, findings, and all supporting calculations and assumptions. Review one compiled set of City of Hemet comments and make minor revisions, if necessary. The final report will be signed and stamped by a Professional Engineer registered in the State of California.

Deliverables:
✓ Draft and Final Construction Traffic Analysis in electronic format

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

Task 2.8 – Traffic Counts and Level of Service (LOS) Analysis (OPTIONAL) As an optional task, Ganddini can prepare traffic counts and a level of service (LOS) analysis for the project consisting of the following tasks:
✓ Traffic Counts and LOS Analysis [OPTIONAL]: Obtain new intersection turning movement counts on a typical weekday (Tuesday, Wednesday, or Thursday) during the peak commute periods (7:00 - 9:00 AM and 4:00 - 6:00 PM) and assess potential construction/detour impacts to Level of Service operations at up to nine (9) study intersections.

Deliverables:
✓ Draft and Final Traffic Counts and LOS Analysis in electronic format TASK 3 – Initial Study Preparation
Task 3.1 – Draft Initial Study/Mitigated Negative Declaration Task 3.1.1 – Administrative Draft IS/MND
MNS will prepare an Administrative Draft IS/MND for review by the city utilizing the current Project Description and Technical Studies. The IS/MND will address the latest CEQA Appendix G Checklist, including the following impact areas:
✓ Aesthetics ✓ Land Use / Planning
✓ Agriculture / Forestry Resources ✓ Mineral Resources
✓ Air Quality ✓ Noise
✓ Biological Resources ✓ Population / Housing
✓ Cultural Resources ✓ Public Services
✓ Energy ✓ Recreation
✓ Geology/Soils ✓ Transportation
✓ Greenhouse Gas Emissions ✓ Tribal Cultural Resources
✓ Hazards & Hazardous Materials ✓ Utilities / Service Systems ✓ Hydrology/Water Quality ✓ Wildfire
The IS will provide written responses to each question on the Environmental Checklist that describe and qualitatively and/or quantitatively evaluate the project’s impact related to each topic. Each response will include a conclusion regarding the significance of the project’s impact, which may be determined to be potentially significant, potentially significant unless mitigated, less than significant, or no impact.

Deliverables:
✓ Admin Draft IS/MND in electronic format
Task 3.1.2 – Draft IS/MND

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

Once reviewed by the city, JS&TM Team member, MNS will review and revise the IS/MND to be finalized for public review. MNS will schedule a conference call with City staff (if required) to review any substantive comments and finalize the IS/MND. Once finalized, MNS will work with the City to finalize the public release of the Draft IS/MND document, in accordance with Section 15073 of the State CEQA Guidelines. MNS assumes that the city will facilitate the public release and circulation of the Draft IS/MND. In the event that the city requests that MNS complete the noticing process, MNS can provide those services under a separate scope and fee.

Deliverables:
✓ Public Review Draft Initial Study in electronic format ✓ Three (3) hard copies of the Public Review Draft IS/MND, with appendices on a USB Drive Task 3.2 – Final Initial Study/Mitigated Negative Declaration Task 3.2.1 – Response to Comments
Once the public review period is complete, MNS will prepare the Response to Comments section of the Final Initial Study. The responses will address all environmental-based comments, pursuant to the CEQA Guidelines. An administrative draft version of the response to comments will be submitted to City Staff for review. Since it is infeasible to estimate the number of comments on the Draft IS/MND, MNS has preliminarily estimated 30 hours of staff time for the response to comments.

Deliverables:
✓ Draft Response to Comments in electronic format
✓ Final Response to Comments in electronic format
Task 3.2.2 – Mitigation Monitoring and Reporting Program JS&TM Team member, MNS will prepare a Mitigation Monitoring and Reporting Program (MMRP) for the project pursuant to Section 15097 of the CEQA Guidelines. MNS will submit an administrative version of the MMRP to City Staff for review and comment. Once reviewed, MNS will prepare a final MMRP document. Upon City adoption of the IS/MND, MNS will incorporate the MMRP into the final IS/MND.

Deliverables:
✓ Draft MMRP in electronic format
✓ Final MMRP in electronic format
Task 3.2.3 – Errata
Any changes to the text of the IS/MND will be summarized in an errata section of the Final IS/MND. MNS will identify the revisions to the Draft IS/MND in a strikeout/underline format. This task assumes that there will be no changes to the technical studies, in the event that changes to the technical studies are required MNS will coordinate those with the city.

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

Deliverables:
✓ Draft Errata in electronic format
✓ Final Errata in electronic format
Task 3.2.4 – Final IS/MND
An administrative draft of the Final IS/MND will be submitted to City Staff for review. MNS will make the appropriate revisions and submit a draft iteration of the response to comments to City Staff for final approval. Once approved, MNS will incorporate the responses into the Final IS/MND. MNS will provide an electronic submittal of the Final IS/MND, including response to comments and errata changes to the Draft IS/MND.

Deliverables:
✓ Draft Final IS/MND in electronic format
✓ Final IS/MND in electronic format
✓ Three (3) hard copies of the Final IS/MND, with appendices on a USB Drive Task 3.2.5 – Notice of Determination
JS&TM Team member, MNS will prepare a Notice of Determination in accordance with Section 15075 of the State CEQA Guidelines for the City to file with the County Clerk. We recommend that the Applicant file the Notice of Determination within 5 days of adopting the IS/MND to establish a 30-day statute of limitations. The Applicant would provide the applicable California Department of Fish and Wildlife and County filing fee.

Deliverables:
✓ Notice of Determination in electronic format

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

TASK 4 – Project Management, Meetings and Hearings
Task 4.1 – Project Management (T&M)
MNS’s assigned project manager will work closely with City Staff. This approach optimizes communication between the involved parties. Management activities include coordinating with the project team, ensuring the proposed timeline is met, monitoring the project budget and progress, and providing quality control review of all completed work products. As a preliminary estimate, MNS has allocated 20 hours of project management time for this effort.

Task 4.2 – Project Meetings (T&M)
MNS’s project manager will develop a regular meeting schedule with City staff to coordinate project status and action items throughout the project. It is assumed that these check-in meetings will be held remotely via Microsoft Teams. As a preliminary estimate, 24 hours of meeting time have been included.

Task 4.3 – Project Hearings (T&M)
JS&TM Team member, MNS will be available for project hearing support on an as-needed time and materials basis. MNS assumes attendance at three public hearings for the project, including two Planning Commission and one City Council Hearing. As a preliminary estimate, MNS has assumed 30 hours of project hearing support time.

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

Schedule
The durations below represent our average, anticipated time required for the preparation of an IS/MND.

The durations below do not include City review time. An average project , in our experience, requires approximately six months from notice to proceed to IS/MND approval. MNS will work with the city to develop a date specific schedule during project initiation and kick-off.

Task Duration
Task 1 – Project Initiation
Task 1.1 – Project Kickoff Meeting 1 Week
Task 1.2 - Project Description 2 Weeks
Project Initiation Duration 3 Weeks
Task 2 - Technical Studies
Task 2.1 - Air Quality and Greenhouse Gas Analysis 4 Weeks Task 2.2 - Energy Impact Analysis 4 Weeks
Task 2.3 - Biological Habitat Assessment 4 Weeks
Task 2.4 – Jurisdictional Delineation 4 Weeks
Task 2.5 – Permit Application Packages 12 Weeks
Task 2.6 – Cultural Resources Assessment 2 Weeks
Task 2.7 – Construction Traffic Analysis 4 Weeks
Task 2.8 – Traffic Counts and LOS Analysis (OPTIONAL) 4 Weeks Technical Studies Duration 12 Weeks
Task 3 - Initial Study Preparation
Task 3.1 - Draft Initial Study/Mitigated Negative Declaration Task 3.1.2 - Administrative Draft IS/MND 8 Weeks
Task 3.1.3 - Draft IS/MND 4 Weeks
Task 3.2 - Final Initial Study/Mitigated Negative Declaration Task 3.2.1 - Response to Comments 3 Weeks
Task 3.2.2 - Mitigation Monitoring and Reporting
Program
1 Week
Task 3.2.3 - Errata 1 Week
Task 3.2.4 - Final IS/MND 1 Week
Task 3.2.5 - Notice of Determination 1 Week
Initial Study Duration 12 Weeks
Task 4 - Project Management, Meetings and Hearings
Task 4.1 - Project Management (T&M) Continuous
Task 4.2 - Project Meetings (T&M) Continuous
Task 4.3 - Project Hearings (T&M) To be determined
Project Management, Meetings and Hearings Duration N/A

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

Consulting Fee
JS&TM has prepared the following fee estimate for the scope of services described above. Our fee estimate is predicated on the assumptions listed throughout this proposal.

The fee shown is to provide the prescribed Scope of Work for Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3. The project fee will be billed to the City of Hemet monthly on a percentage completion basis. The fee for our services is a Fixed Fee not-to-exceed $149,973.00.

Project Team Role: Principal
Engineer
Project
Engineer
Senior
Designer
Billable Rate : $165 $165 $165 Fee
1 Task 1 - Project Initiation
Task 1.1 - Project Kickoff Meeting 2 2 4 $ 660 $ 2,691 $ 160 $ 3,511 Task 1.2 - Project Description 2 2 $ 330 $ 4,324 $ 4,654 2 Task 2 - Technical Studies
Task 2.1 - Air Quality and Greenhouse Gas Analysis $ - $ 7,142 $ 7,142 Task 2.2 - Energy Impact Analysis $ - $ 1,472 $ 1,472
Task 2.3 - Biological Resources Assessment 2 4 6 $ 990 $ 11,023 $ 12,013 Task 2.4 - Jurisdictional Delineation 4 4 8 $ 1,320 $ 9,373 $ 10,693 Task 2.5 - Permit Application Packages $ - $ 7,878 $ 7,878 Task 2.6 - Cultural Resources Assessment $ - $ 5,825 $ 5,825 Task 2.7 - Construction Traffic Analysis $ - $ 5,986 $ 5,986 3 Task 3 - Initial Study Preparation
Task 3.1 - Draft Initial Study/Mitigated Negative Declaration Task 3.1.1 - Administrative Draft IS/MND $ - $ 33,109 $ 33,109 Task 3.1.2 - Draft IS/MND $ - $ 7,475 $ 7,475
Task 3.2 - Final Initial Study/Mitigated Negative Declaration Task 3.2.1 - Response to Comments 4 4 $ 660 $ 6,647 $ 7,307 Task 3.2.2 - Mitigation Monitoring and Reporting Program $ - $ 949 $ 949 Task 3.2.3 - Errata $ - $ 2,979 $ 2,979
Task 3.2.4 - Final IS/MND 1 1 $ 165 $ 3,554 $ 3,719
Task 3.2.5 - Notice of Determination $ - $ 1,271 $ 1,271 4 Task 4 - Project Management, Meetings and Hearings
Task 4.1 - Project Management (T&M) 24 24 $ 3,960 $ 5,175 $ 240 $ 9,375 Task 4.2 - Project Meetings (T&M) 8 4 12 $ 1,980 $ 5,589 $ 480 $ 8,049 Task 4.3 - Project Hearings (T&M) 4 4 8 $ 1,320 $ 7,245 $ 240 $ 8,805 QA/QC 4 8 12 $ 1,980 $ 2,450 $ 4,430
Subtotal 42 31 8 81 $ 13,365 $ 132,153 $ 1,120 $ 146,638 Reimbursable Expenses (Mileage, Repgrographics, Permit fees, $ - $ 3,335 $ 3,335 Subtotal Project Mgmt $ - $ - $ 3,335 $ 3,335
Total Hours and Fee 42 31 8 81 $ 13,365 $ 132,153 $ 4,455 $ 149,973 Tasks
Reimbursable Expenses
TOTAL
FEE
MNS, Ganddini,
PAX
Labor Hours and Rates
TOTAL
HOURS
JS&TM
LABOR
FEE
Subconsultants
OTHER
DIRECT
COSTS
(ODC's)

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Environmental Documentation and Permitting Services for West Hemet Master Drainage Plan Line C – Stage 3

If the City of Hemet would like to add the Optional Task 2.8 for Traffic Counts there will be an additional fee of $19,642.00.

Payment of Project Related Expenses and Fees
The Client will reimburse JS&TM for all agency related fees including, but not limited to permit fees, and submittal/plan check/review fees according to our Standard Schedule of Charges (see attached).

Clarifications and Assumptions
All services to be provided as a part of this contract agreement are explicitly stated in the scope of work of this proposal. No other services are included or implied. The following scope of work clarifications are provided to eliminate ambiguity and minimize misunderstandings.

2.8 Task 2.8 Traffic Counts $ - $ 19,642 $ 19,642
Total Optional Tasks $ - $ 19,642 $ - $ 19,642
Optional Tasks

THIS FEE IS FOR THE OPTIONAL TASK ONLY

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www.mbakerintl.com

SUBMITTED TO SUBMITTED BY
City of Hemet 445 E. Florida Avenue
Hemet, CA 92543
MAY 30, 2024

P R O P O S A L

WEST HEMET MASTER DRAINAGE
PLAN LINE C - STAGE 3

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May 30, 2024
City of Hemet
Attn: Procurement
445 E. Florida Ave.

Hemet, CA 92543
Re: Michael Baker International - Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3
Dear Members of the Selection Committee:

Michael Baker International, Inc. (Michael Baker) is pleased to present this proposal to the City of Hemet (City) to provide engineering design services for the West Hemet Master Drainage Plan Line C – Stage 3 project. The City needs a consulting team that understands the key project issues and has the expertise to guide the project to completion within budget and on schedule.

The Michael Baker team’s local experience paired with a history of successfully working with the City and cities throughout Riverside County has provided our team with the knowledge and understanding of local policies and procedures to deliver projects efficiently. Michael Baker understands and supports the City’s objectives and offers the following benefits:

• Local, Dedicated, and Experienced Professionals: The work will be primarily staffed out of the Michael Baker Temecula (40810 County Center Drive Suite 200, Temecula, CA 92591) office. Key team members include Professional Engineers who live locally in the Inland Empire, and who have extensive experience providing engineering design services on similar improvement projects.
• A Team with the City’s Interest at their Core: Our goal every day is to deliver a project with a focus on quality, schedule, and budget, the core elements of a successful design project. We are prepared to provide a group of talented professionals that have the right experience and that are adept at providing transparent and smooth design services. Your interests are our interests, and our vision is to deliver a successful design which will solve the ongoing drainage issue at Seattle Basin and provide a path forward for local tract development by capitalizing on the timing of the design and construction of drainage improvements.
• The Right Staff Available to Meet Your Schedule: We understand the importance for the project to be on-schedule, and we have the available staff with the right expertise to begin work immediately and meet your schedule. Our multi-discipline team with the right project experience also has experience working on projects together; we believe team synergy is critical to the success of fast-track projects such as yours.

PROJECT UNDERSTANDING
The City and the Riverside County Flood Control & Water Conservation District (RCFC&WCD) have partnered for the Line C – Stage 3 project. The construction of this facility will address the City’s ongoing drainage issue at the existing Seattle Basin and will facilitate local tract development. The backwater condition associated with the Seattle Basin overtopping flows at Cawston Avenue floods the entire area which impacts transportation and results in major flood risk for existing residential homes. The proposed system will consist of earthen open channel and underground reinforced concrete box (RCB) storm drain to convey flows from the existing Seattle Basin southerly along Cawston Avenue and westerly along Devonshire Avenue to the proposed Ramona Creek (or Devonshire) Basin just west of Myers Street. The design will assume that the Ramona Creek Basin is constructed; the basin is planned to be constructed prior to or concurrently with the Line C – Stage 3 project improvements. Our team is familiar with the project area and have identified several critical issues, and the approach to addressing them.

CRITICAL ISSUES
• Existing Utilities – it is likely that some of the existing utilities within the existing streets are going to conflict with the proposed storm drain design. Identification and location of these existing facilities are essential for the project’s success,

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particularly concerning the underground RCB reaches at Cawston Avenue and the intersection of Devonshire and Myers, along with lateral connections, and the Metropolitan Water District (MWD) San Diego Pipelines just upstream of the outfall. Michael Baker will conduct thorough utility research to create a utility base map, from which the preliminary storm drain alignment can be configured. Subsequently, C-Below will field locate and pothole utilities along the alignment, we have included a budget of ten potholes. This process will ascertain if adjustments to the initial horizontal alignment are necessary. Our goal is to design a storm drain layout that circumvents existing utilities wherever feasible. Nonetheless, some utility relocations may be inevitable and possibly unmovable (i.e. MWD Pipeline) due to “prior rights”. Early assessment of utilities that may require relocation is a pivotal step in the design process. • Basin Connections – at the upstream end of the project, the existing Seattle Basin has an associated pump station that is currently used to discharge flows. A RCB culvert is proposed downstream of the existing Seattle Basin, under Cawston Avenue that connects to a proposed earthen channel. At the downstream end of the project, the proposed Ramona Creek Basin will serve as the system outfall. Since the Ramona Creek Basin is not yet constructed, collaboration with the developer is going to be critical for the flood control system to drain/function properly. Michael Baker works with the developers surrounding the project and already have an established strong working relationship, leading to a more streamlined process for a seamlessly integrated system.
• Local Hydrology Analysis and Runoff Collection – RCFC&WCD originally prepared hydrology calculations for Line C – Stage 3 as part of the 1982 MDP. More recently, the MDP was revisited in order to assess a potential solution for the Line C Channel System and alternatives were analyzed. Design flow rates were determined during the selection of the preferred alternative, however local hydrology will still need to be performed for proposed catch basins along the public streets adjacent to the project. Local hydrology analysis and effective runoff collection are fundamental to designing a storm drain system that is both effective and sustainable for future improvements.

Kyle Gallup will serve as Michael Baker's Project Manager. Michael Baker has enjoyed its relationships on past projects with the City and look forward to continuing to our services. Please feel free to contact Kyle, at [email protected] or 619-208- 2220, if you have any questions on the proposal or desire to negotiate any of the terms shown on the proposed fee schedules.

Michael Baker has read the RFP and understands the project and services required. Please see the Exceptions provided herein.

This proposal will remain valid for a period of not less than ninety days from the date of this submittal.

Sincerely,
MICHAEL BAKER INTERNATIONAL, INC.

Kyle W. Gallup, PE, CFM Christopher Alberts, PLS
Project Manager Principal-in-Charge | Vice President

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 3 OF 36

TABLE OF CONTENTS
Cover Letter ........................................................................................................................................................................................ 1 Project Understanding .......................................................................................................................................................... 1 Critical Issues........................................................................................................................................................................ 1 Exceptions........................................................................................................................................................................................... 4 Section I – Experience ...................................................................................................................................................................... 6 Firm Profile............................................................................................................................................................................ 6 Contact Information............................................................................................................................................................... 6 Firm Experience with References ......................................................................................................................................... 7 Section II – Personnel..................................................................................................................................................................... 10 Organizational Chart........................................................................................................................................................... 10 Project Manager Overview.................................................................................................................................................. 10 Michael Baker Team Qualifications Matrix.......................................................................................................................... 12 Subcontractors .................................................................................................................................................................... 13 Team Resumes................................................................................................................................................................... 14 Section III – Fee Schedule .............................................................................................................................................................. 22 Scope of Work .................................................................................................................................................................... 22 Work Schedule.................................................................................................................................................................... 36 Fee Schedule.......................................................................................................................... Submitted under separate file.

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 4 OF 36

EXCEPTIONS
We appreciate the opportunity to preview the sample professional services agreement that will be utilized by the City for this project. Michael Baker has contracted on thousands of projects over our 84-year history and is confident in our ability to come to mutually acceptable terms with all of our clientele. Upon selection of this proposal, we would respectfully request the opportunity to discuss certain of the contract terms with the City due to the professional standard of care required for performance of services, insurance commercially available, and professional experience.

Section 6. Inspection and Final Acceptance
City may inspect and accept or reject any of Consultant’s work which is performed in accordance with this under this Agreement’s Standard of Care, either...
...except with respect to performance not in accordance with the Agreement’s Standard of Care. latent defects, fraud, and such gross mistakes as amount to fraud. Acceptance of any of Consultant’s work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Section 17 “Indemnification” and Section 18 “Insurance.” Explanation: Common Law standards dictate that work needs only to be performed in accordance with the Agreement's Standard of Care. Common Law Standard of Care is stated below in Section 11.

Section 11. Standard of Performance
Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the Services required under this Agreement in a thorough, competent, and professional manner. Consultant shall at all times faithfully, competently, and to the best of its ability, experience, and talent, perform all Services. In meeting its obligations under this Agreement, Consultant shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to the Services required of Consultant under this Agreement, and shall use such skill, prudence, and diligence as other members of Consultant’s profession commonly possess and exercise. In addition to the general standards of performance set forth in this section, additional specific standards of performance and performance criteria may be set forth in Exhibit “A” “Scope of Services” that shall also be applicable to Consultant’s work under this Agreement. Where there is a conflict between a general and a specific standard of performance or performance criteria, the specific standard or criteria shall prevail over the general.

Explanation: Please accept the language above for this Agreement's Standard of Care. This language reflects Common Law standard requirements for services.

Section 12. Compliance with Applicable Laws; Permits and Licenses ...license. Consultant further represents and warrants that the services provided herein shall conform to all ordinances, policies, and practices of the City. Neither City nor...

Explanation: In all cases in the Agreement, Common Law states that services need only apply to the Agreement's Standard of Care.

Section 17. Indemnification
(a) To the fullest extent permitted by law , Consultant shall indemnify, protect, defend (with legal counsel reasonably selected by the City) and hold harmless City and any and all of its elected and appointed officials, officers, employees, representatives and agents (“Indemnified Parties”) from and against any and all claims, actions and proceedings (whether at law or equity, administrative or judicial), demands, orders, judgments, losses, injuries (including, without limitation, injury to or death of an employee of Consultant or sub consultants), liabilities of every kind (including, without limitation, incidental and consequential damages, reasonable court costs, and litigation expenses, and reasonable fees of expert consultants or expert witnesses incurred in connection therewith and cost of investigation), damages, costs and expenses, including reasonable attorney’s fees and costs, (collectively "Claims") that arise out of, pertain to, or relate to, are recoverable under law and only to the extent they are directly caused by the negligence or willful misconduct or indirectly, in whole or in part, performance of Services by Consultant, its officers, agents, employees, representatives, sub consultants, anyone directly or indirectly employed by any of them, or anyone that they control. Consultant’s duty to indemnify, protect, defend, and hold harmless Indemnified Parties, shall not include any Claims arising from the sole negligence or willful misconduct of the Indemnified Parties.

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 5 OF 36
(b) ...imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth herein is binding on the successors, assigns, or heirs of Consultant and shall survive the termination of this Agreement and this section.

Explanation: Please accept the language above. Performance based indemnity, a duty to defend, and the possibility of allowing Consequential Damages are not standard or industry practices for the services being contemplated.

Section 21. Termination of Agreement
(a) ...notice is given, Consultant shall cease immediately all work in progress. However, in the case of potential Consultant default, City shall issue a written Cure Notice to Consultant, allowing for a 10 (ten) day Cure period.

Section 22. Excusable Delays
Neither Party shall be liable for damages of any type including liquidated damages, if any...

Explanation: Please remove the stricken language. Liquidated Damages are only referred to here in the document, but the current language carries an implication that LDs could be applied outside of an Excusable Delay even though not defined in this Agreement. LDs are normally reserved for Design-Build, Construction, etc. and are not appropriate for these services.

Section 30. Attorney’s Fees, Costs and Expenses
In the event litigation or other proceeding is required to enforce or interpret any provision of this Agreement, each the prevailing Party in such litigation or other proceeding shall be responsible for its own entitled to an award of reasonable attorney’s fees, costs and expenses, in addition to any other relief to which it may be entitled.

Section 36. Waiver of Consequential Damages
To the fullest extent permitted by law, the Parties expressly agree that Neither Party shall be liable to the other for any special, incidental, indirect, exemplary or consequential loss, damage, expense or cost (including, without limitation, loss of use, revenue, income, profit, financing, business and/or reputation) arising out of or relating in any way to the Agreement, Services or Project.

Section 37. Limitation of Liability
Consultant's total aggregate liability (whether such liability is based in contract, warranty, tort, equity, strict liability, statute, common law and/or any other claim or theory) for any loss, damage, expense or cost of whatsoever kind or nature arising out of or relating in any way to the Services, Agreement or Project shall not exceed the net sum actually paid to Consultant for the Services performed hereunder.

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 6 OF 36

SECTION I - EXPERIENCE

FIRM PROFILE
Michael Baker is a leading provider of engineering and
consulting services and has been partnering with communities since 1940 to solve their most complex infrastructure challenges with a legacy of expertise, experience, innovation, and integrity.

For over 80 years, Michael Baker has been delivering innovative solutions utilizing our inhouse multi-discipline approach. Michael Baker is a private company headquartered in Pennsylvania which offers a professional staff of nearly 600 employees in California and over 3,500 employees globally. We have
completed projects in over 90 countries, with over 700 local agencies.

Michael Baker is a full-service consulting firm providing engineering, planning, surveying, and related professional services with staff in our Temecula, Ontario, and Palm Desert offices serving both public agencies and private clients in the Inland Empire for over 30 years. We have expertise in civil, structural, and electrical engineering; stormwater and water quality engineering; water and wastewater engineering; transportation planning and engineering; traffic planning and design; survey and mapping; construction management and inspection; geographic information technology; land development; architecture; environmental planning; land use planning; urban design; and landscape architecture. Composing the best team of professionals is a priority to Michael Baker to achieve a successful project, we have specialized staff of over 50 local engineers dedicated to flood control engineering, stormwater management, and water quality services, providing our team with a tremendous depth of resources and experience.

We bring to this project the technical capabilities needed to develop functional and cost-effective storm drain improvement projects, along with a history of successfully working with several cities within Riverside County and stakeholders to incorporate their concerns and issues into the development of final improvement plans.

The Michael Baker team will work in partnership with the City providing all the required services in support of this project. Working cooperatively with City staff and stakeholders, we will provide the resources needed for technical studies, and design recommendations, environmental documentation, and resource agency permitting of the drainage system improvements.

CONTACT INFORMATION
Michael Baker is centrally located, with an office in Temecula, less than 25 miles from City offices.
40810 County Center Drive, Suite 200, Temecula, CA 92591 Project Manager: Kyle Gallup, PE, CFM
619-208-2220, [email protected]
Authorized Representative: Christopher Alberts, PLS

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 7 OF 36

FIRM EXPERIENCE WITH REFERENCES
Michael Baker brings a wealth of relevant experience to the Line C – Stage 3 project, bolstered by our proposed Project Manager, Kyle Gallup’s direct involvement during his tenure at RCFC&WCD. Our firm’s established history with the developers of Tres Cerritos and the Ramona Creek TTMs, along with our ongoing contributions to the Hemet Master Drain Plan in collaboration with JLC, positions us uniquely for this project. Kyle Gallup’s extensive experience in construction, plans, specifications, and engineering of flood control systems, particularly those governed by RCFC&WCD standards, is a significant asset. His instrumental role in development the Work Breakdown Structure (WBS) PS&E process for RCFC&WCD’s projects, along with his successful completion of the PS&E package for over ten projects, showcases his expertise. Furthermore, his experience in administering the construction contracts for three Capital Improvement Program (CIP) projects for the RCFC&WCD underscores his capability to lead and deliver results.

Representative projects, noted for your reference in the table below and presented on the pages that follow, highlight our Michael Baker team’s extensive experience. These projects demonstrate our ability to complete projects similar in magnitude and design requirements on schedule, in an efficient, cost-effective manner using innovative design techniques.

PROJECT CLIENT
Butterfield Stage Road RCFC&WCD
North Norco Channel Stage 11 Improvement Project RCFC&WCD Eisenhower Drive Drainage Improvements City of La Quinta ________________________________________________________________________________________________________

BUTTERFIELD STAGE ROAD
Temecula, California
Improvements for this project located in Riverside County, include construction of a new 120-inch reinforced concrete pipe from the outlet point into Temecula Creek extending northerly along Butterfield Stage Road, across Temecula Parkway, and continuing to the north approximately 700 feet from the intersection. The total length of pipe is approximately 1,700 linear feet. This new 120-inch pipe will be constructed parallel to two existing 120-inch, Cast-in-Place-Pipe (CIPP). The proposed storm drain improvements will be owned and maintained by RCFC&WCD.

The proposed storm drain will be placed parallel and to the west of the existing storm drain from Temecula Creek to Temecula Parkway, identified as “Line A”. The storm drain will then continue through the intersection of Butterfield Stage Road and Temecula Parkway. North of Temecula Parkway, the storm drain will be placed parallel and to the east of the existing storm drain pipes. To the north of the intersection, three parallel pipes will be constructed to convey stormwater flows from
existing
pipes
to new
pipes. This “transition” consists of three parallel pipes over a length of approximately 75 feet. At the upstream end of the project, a junction structure, box culverts and inlet structure will be constructed. This junction structure will confluence with proposed double box culverts (12’ wide x 8’ high) from the east and (2) existing 120-inch CIPP at the upstream end of the junction structure to the north. The proposed double box culverts will extend easterly to a new headwall and wing-walls. A maintenance access road will be constructed from Butterfield Stage Road to the inlet structure.

This inlet structure will be equipped with a grating device.

Client:

Woodside Homes (ultimate client: RCFC&WCD)
Michael Jagels, Director of Project Management
11870 Pierce St, Suite 250, Riverside, CA 92505
[email protected]
949-939-9564
Completion Date:

Ongoing construction
Project Costs:
$9,000,000 (estimated)
Michael Baker’s Role:
• Conceptual and final design
• Hydrology and hydraulic modeling

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 8 OF 36
NORTH NORCO CHANNEL STAGE 11 IMPROVEMENT PROJECT
Norco, California
Michael Baker provided engineering design services to assist the Riverside County Flood Control and Water Conservation District with improvements to Stage 11 of the North Norco Channel. The improvements aimed to significantly lower the risk of flooding by enhancing the mainline channel with concrete lining, upgrading roadway cross culverts, adding inlets, catch basins, two water-quality detention basins, and reducing the 100-year floodplain. For the project, Michael Baker oversaw potholing, finalized designs for connector pipes and inlets, identified and coordinated utilities, and performed hydraulic calculations. It also provided paving and traffic control and a structural design report that comprised details of all structures in the project and designed the North Norco Channel Line NC runoff alignment. For final design, Michael Baker provided final plans, cost estimates, and specifications.

The North Norco Channel Stage 11 is an earthen trapezoidal channel bounded by 7th Street, Sierra Avenue, Temescal Avenue, and Mulberry Lane. The District's proposed improvement aimed to significantly lower the risk of flooding by enlarging the main channel and adding a concrete lining, adding inlets, catch basins, upsizing the culverts under the major arterial of 6th Street and beneath Valley View and Corona Avenues, and reducing the 100-year floodplain. The District had already performed base mapping, geotechnical studies, and a HEC-RAS model of the channel hydraulics.

To safely convey 100-year flow rates, Michael Baker developed designs for more than 1,000 feet of reinforced concrete pipe for the Line NC storm drain, supervised potholing, and coordinated any necessary utility relocations.

It updated inlet structures and connector pipe profiles for the channel to satisfy District and federal standards and prepared a final hydrology and hydraulics report. As the District had provided preliminary cost estimates, Michael Baker updated cost estimates to reflect the new designs and developed a final and complete record of structural analysis for all designed elements in the project.

Client:

RCFC&WCD
Helio Takano, PE, Chief of Operations Division
1995 Market St, Riverside, CA 92501
[email protected]
951-955-1270
Completion Date:

Ongoing construction
Project Costs:
$354,829 (Fee)
Michael Baker’s Role:
• Data collection
• Conceptual and final design
• Hydrology and hydraulic modeling
• Permitting
• Floodplain mapping
• Utility relocation

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EISENHOWER DRIVE DRAINAGE IMPROVEMENTS
La Quinta, California
Michael Baker provided design and engineering services for final improvements and reconstruction of the Eisenhower Drive and Coachella Drive intersections to alleviate flooding and reduce the risk of future catastrophic flood events. This project was identified as high priority in a focused area drainage study. The study evaluated the flood risk associated with extreme storm events and identified potential drainage improvements to reduce future flood damage and increase public safety if or when extreme storm events occur. Michael Baker provided hydrological and hydraulic modeling, drainage design, environmental permitting, public outreach, and utility coordination.

The intersection of Eisenhower Drive and Coachella Drive flooded regularly during small storms because it was a local sump with catch basins linked to dry wells.

Once the dry wells reached their volumetric capacity, they offered no additional drainage capacity. To improve ponding issues, a traditional storm drain conveyance system was required.

Michael Baker identified drainage improvement concepts to alleviate flooding, estimated preliminary alignments and sizes for conceptual improvement alternatives, and incorporated the concepts into the baseline existing condition models. The final drainage improvements consisted of a storm drain system with a detention basin designed to convey the 150-year storm event. The design involved close coordination with the project team evaluating the landslide for the detention basin location and numerous utility conflicts at the intersection.

Client:

City of La Quinta
Bryan McKinney, Public Works Director | City Engineer
78495 Calle Tampico, La Quinta, CA 92253
[email protected]
760-777-7045
Completion Date:
2020
Project Costs:
$269,542 (Fee)
Michael Baker’s Role:
• Storm drain and basin final design
• Hydrological and hydraulic modeling
• Drainage system design
• Environmental permitting
• Utility coordination
City of La Quinta Focused Drainage Study from 2D Modeling to Final Design (Storm Drain and Detention Basin)

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SECTION II - PERSONNEL

ORGANIZATIONAL CHART

PROJECT MANAGER OVERVIEW
Kyle Gallup, P.E., CFM
Kyle Gallup will be the project manager for this project. He has experience in water resources engineering with an
emphasis in planning, design and construction of flood control facilities, water conservation, and floodplain management.

His experience includes drainage design and planning,
hydrology, area & master drainage plans, erosion protection, stormwater management, roadway drainage, floodplain
studies and mapping, hydraulic modeling analysis, and
floodplain mapping review. He is familiar with hydrologic and hydraulic modeling methodologies and computer programs including HEC-HMS, HEC-RAS 1 and 2D, and CivilD.

Mr. Gallup has been in the water resources industry for over 19 years. He has comparable project experience in construction, plans, specifications, and engineering with flood control systems specific to Riverside County Flood Control and Water Conservation District (District). He helped develop the Work Breakdown

SUBCONSULTANT SERVICES

POTHOLING
C Below

GEOTECHNICAL
Aragon Geotechnical, Inc. (AGI)
QA/QC
JLC Engineering & Consulting, Inc. (JLC)

PROJECT MANAGER
Kyle Gallup, PE, CFM

PRINCIPAL-IN-CHARGE
Christopher Alberts, PLS
QA/QC
Joseph Castaneda, PE

SURVEY & MAPPING
John Duquette, PLS
Steven Chi, PLS

HYDROLOGY & HYDRAULICS
Kenneth Hyman, PE
Todd Pitner, PE, QSD/P
PS&E
Jenna Clark, PE
Danielle Peltier, EIT

CEQA DOCUMENTATION
Elizabeth Meyerhoff
Daniel Cardoza, PWS

IN-HOUSE SERVICES
Years with Michael Baker
1 Years of Experience
19+
Education
B.S., 2005, Civil Engineer, San Diego State
University
B.A., 2000, Business Administration, Grossmont
College
Licenses/Certifications
Professional Engineer - Civil, California, 2009, 74610
Certified Floodplain Manager, 2018, US-18-10783
Water Treatment Operator, 2023, 46140
Water Distribution Operator, D1, 2023, 53919

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 11 OF 36
Structure (WBS) PS&E process for the District projects and completed the PS&E package for over 10 projects. Additionally, he administered the construction contract of three CIP projects for the District.

Kyle has a close working relationship with the District. He is well-versed in producing PS&E for this type of project in the proposal. He knows the process of design and has a strong trusting relationship with the District which will help orchestrate an efficient PS&E process to completion.

PS&E Manager Experience
Palm Canyon Wash Levee Restoration Stage 91, City of Palm Springs, California. Engineer of Record for the PS&E of adding fill to an existing levee to meet FEMA's freeboard requirements. Design completed May 2011, construction cost $147,000.

Day Creek Channel, Stage 6, City of Jurupa Valley, California. Engineer of Record for the PS&E of a 1000 linear feet grouted rip rap trapezoidal channel, 2700 linear feet of 40-feet wide by13-feet tall u-wall channel. Design completed in November 2011. Construction cost $5.1M
Orange Street Storm Drain Lateral, Lakeland Village, Unincorporated Riverside County, California. Engineer of Record for the PS&E of a 700 linear feet 30-inch RCP. Design completed April 2012. Engineers Estimate $266,000.

Norco Lateral N-1D and Spirit Knoll Court Storm Drain, City of Norco, California. Engineer of Record for the PS&E of a 950 linear feet 5- feet by 3-feet RCB and 1100 LF of 45-inch by 29-inch elliptical to 18-inch RCP. Design completed March 2013. Engineers Estimate $1.0 M.

Arroyo Del Toro Channel, City of Lake Elsinore, California. Engineer of Record for the PS&E of a 560-linear feet of earthen channel, 1050 linear feet of a double 10-feet by 7-feet RCB, 1000 linear feet of 14-feet by 8.5-feet RCB and 800 linear feet of u-wall channel. This drainage system required a Caltrans encroachment permit because it bisects Highway 74 and hard connects to 16 SDs adjacent to the 15 freeway.

Design completed July 2013. Engineers Estimate $5.1 M
San Jacinto Line C, C-4, C-5 & B, City of San Jacinto, California. Engineer of Record for the PS&E of a 4200 linear feet 14-feet by 7-feet RCB and 4300 LF of 90-inch to 18-inch RCP. Design completed August 2013. Construction cost $7.0M North Norco Channel stage 11, City of Norco, California. Lead Engineer for the design of a 1,000 linear feet concrete trapezoidal channel.

The existing earthen channel was undersized and had continuous maintenance concerns. Design was passed to my successor to complete the project. Design completed by successor January 2023. Construction cost $12.5M Banning MDP Line D-2 and D-2a, City of Banning, California. Engineer of Record for the PS&E for 250ft of 8-feet by 4-feet RCB and 6600 linear feet 60" to 18" RCP. Design completed April 2012. Engineers Estimate $266,000.

Temescal Creek Foster Road Storm Drain, Temescal Valley, Unincorporated Riverside County, California. Engineer of Record for the PS&E of a 1700 linear feet of 72-inch by 18-inch storm drain. Design completed (add month) 2014. Construction cost $1.7M Hemet Line D Stage 7, City of Hemet, California. Engineer of Record for the PS&E for approximately 1500 linear feet 42" to 18" RCP. Design completed April 2012. Engineers Estimate $266,000.

El Cerrito Channel Restoration, Unincorporated Riverside County near the City of Corona, California. Lead Engineer for the design of a 2300 linear feet concrete channel to replace the existing channel which is undersized to convey the 100 year flowrate. Post construction, the new system will eliminate the FEMA floodplain. Design completed by my successor November 2022. Construction cost $4.2M Construction Manager Experience
North Norco Channel Stage 10. City of Norco California. Administered the contract of the installation of approximately 800 linear feet of 30- feet by 8-feet triple cell reinforced concrete box and warped wing wall. Responsible for the enforcement of plans and specifics of the project and certified the as-built drawings. Constructed in 2014, cost $1,200,000 West End Moreno MDP Line LL. City of Moreno Valley California. Administered the contract of the Installation of approximately 2000 linear feet of 54-inch by 18-inch storm drain. Responsible for the enforcement of plans and specifics of the project and certified the as-built drawings.

Constructed in 2014-2015, cost $1,000,000
Temescal Creek Foster Road Storm Drain. Temescal Valley California (unincorporated Riverside County). Administered the contract of the installation of approximately 1700 linear feet of 72-inch by 18-inch storm drain. Responsible for the enforcement of plans and specifics of the project and certified the as-built drawings. Constructed in 2014-2015, cost $1,700,000

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 12 OF 36

MICHAEL BAKER TEAM QUALIFICATIONS MATRIX
Michael Baker has prepared qualifications to demonstrate our team’s experience and expertise. Our team consists of a deep bench of expertise at Michael Baker. Primary staff members, their years of experience, and certifications/licenses are shown in the table that follows to briefly highlight their expertise. Resumes for key team members are included at the end of this Section.

NAME / ROLE YEARS
EXP. EDUCATION REGISTRATIONS/ CERTIFICATIONS
Kyle Gallup, PE, CFM
Project Manager 19
BS, Civil Engineering, San Diego State
University; BA, Business Administration,
Grossmont College
Civil Engineer, CA, 74610; Certified
Floodplain Manager, US-18-10783;
Water Treatment Operator, 46140;
Water Distribution Operator, 53919
Christopher Alberts, PLS
Principal-in-Charge 28
Coursework, General Studies, San Jacinto
College; Coursework, General Studies, South
Dakota State University
Professional Land Surveyor, CA, 8508
Joseph Castaneda, PE (JLC)
QA/QC 28
MS, Civil Engineering, California State
University, Long Beach; BS, Civil Engineering,
California State University, Los Angeles
Civil Engineer, CA, 59835
Jacob Castaneda, EIT (JLC)
QA/QC 7
MS, Environmental Fluid Mechanics, Stanford
University; BS, Civil Engineering, California
State Polytechnic University, Pomona
Engineer-in-Training, CA
Kenneth Hyman, PE
Hydrology and Hydraulics 12
MS, Civil Engineering, California State
University, Long Beach; BS, Civil Engineering,
University of California, Davis; AA Architecture,
El Camino College
Civil Engineer, CA, 84082
Todd Pitner, PE, QSD/P
Hydrology and Hydraulics 28 BS, Civil Engineering, San Diego State University Civil Engineer, CA, 58606; Qualified
SWPPP Developer/Practitioner, CA,
00550
Danielle Peltier, EIT
PS&E 6 BS, Environmental Engineering, University of California, Riverside Engineer-in-Training, CA Jenna Clark, PE
PS&E 9 BS, Civil/Environmental Engineering, California State Polytechnic University, Pomona Civil Engineering, CA, 91069 Alexander Svecz, PE
PS&E 7 BS, Civil and Environmental Engineering, Rowan University Civil Engineer, CO, 60377 John Duquette, PLS, PSM
Survey and Mapping 34 AS, Surveying and Mapping, Santa Ana College Professional Land Surveyor, CA, 7566 Steven Chi, PLS
Survey and Mapping 37 N/A Professional Land Surveyor, CA, 8860 Elizabeth Meyerhoff
CEQA Documentation 18
Post-Baccalaureate Certificate, Land Use and
Environmental Planning, University of
California, Riverside Extension; BA, Sociology,
University of California, Riverside; Executive
Certificate Program, Organizational Leadership,
University of California, Riverside Extension
N/A
Alicia Gonzalez
CEQA Documentation 10 BS, Biological Science, California State University, San Marcos N/A Daniel Cardoza, PWS
CEQA Documentation 15
MS, Environmental Studies/Environmental
Planning, California State University, Fullerton;
BA, Environmental Science/Policy, California
State University, Long Beach
Professional Wetland Scientist, CA,
2756; CRAM for Riverine WetlandsCertified Practitioner, CA; Wetland Delineator Certification Program, CA
C. Fernando Aragón, PE, GE
(AGI)
Geotechnical
22 BS, Civil Engineering, Loyola Marymount
University of Los Angeles; MS, Civil
Engineering (Geo Engineering emphasis);
University of California, Berkeley
Civil Engineer, CA, 72277; Geotechnical
Engineer, CA, 2994; Caltrans TL-0111
Certification; Nuclear Gauge Operator
Certification; Radiation Safety Officer
Certification

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 13 OF 36

SUBCONTRACTORS
The City benefits from additional expertise brought to your projects by our subconsultant partners who will leverage their extensive experience from similar projects. Having worked with each subconsultant in the past, this pool of resources will provide the insight and innovation needed to bring reliable and high-quality service. Based on the City’s needs, we will bring in the appropriate expertise and increase resources to meet schedules. Our subconsultants include the following firms:

FIRM ROLE
JLC Engineering & Consulting, Inc. (JLC) QA/QC
C Below Potholing (Utility Verification and Coordination) Aragón Geotechnical, Inc. (AGI) Geotechnical
We have included on our team JLC, C Below, and AGI to perform specialized services. Our subconsultants were chosen based on the quality of their resumes and our experience working with them and seeing their performance. Provided below are highlights of each subconsultant and what they bring to the Michael Baker team. ________________________________________________________________________________________________________ JLC specializes in services related to drainage, hydrology, hydraulics, sewer, water storm drain systems, and water quality management. JLC’s highly qualified and experienced staff prides themselves on providing services in a professional, timely, and cost effective manner, while providing quality and responsive service.

C Below provides services as a subsurface engineering contractor for all types of utility locating projects. Their staff have a legacy of successfully delivering top-quality performance on schedule, within budget, and tailored to the individual needs of the client. C Below has worked with Michael Baker on many projects.

AGI has an office and full-service laboratory, located in Riverside, to provide geotechnical engineering, geology, special inspections, and materials testing services for public and private agencies throughout Southern California. They are a Disadvantaged Business Enterprise (DBE) and Small Business Enterprise (SBE) certified by the State of California. AGI is committed to providing geotechnical, geological, materials testing, and inspection services with a high degree of professional excellence and proficiency. They strive to offer clients individual attention and provide innovative solutions at a competitive cost. Staff collectively has decades of experience, enabling public and private clients to draw from a pool of talented professionals in the fields of geotechnical engineering, engineering geology, hydrogeology, earthquake engineering, pavement design and testing, concrete and steel inspections and testing, non-destructive testing, and specialized inspection services. AGI staff regularly attends scientific conferences to stay abreast of cutting-edge technologies and new developments in our fields of experience. AGI and Michael Baker team often.

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TEAM RESUMES

DEPARTMENT MANAGER - SURFACE WATER
Kyle Gallup, P.E., C.F.M.

Mr. Gallup has experience in water resources engineering with an emphasis in planning, design, and construction of flood control facilities, water conservation, and floodplain management. His experience includes drainage design and planning, hydrology, area and master drainage plans, erosion protection, stormwater management, roadway drainage, floodplain studies and mapping, hydraulic modeling analysis, and floodplain mapping review.

He is familiar with hydrologic and hydraulic modeling methodologies and computer programs including HEC-HMS and HEC-RAS 1 and 2D.

RELEVANT EXPERIENCE
Department Manager - Surface Water, Michael Baker International - June 2023 to Present
Department Manager responsible for the leading team in surface water engineering. The Team performs work involving Floodplain Administration, CLOMR/LOMRs, Floodplain Analysis, PS&E, Master Drainage Plans, Hydrology and Hydraulic Calculations, Construction Support, Bridge and Scour Analysis, SWPPPs, Water Quality, Plan Check Services. Along with leading the team on these tasks he is also responsible for Training Staff, Project Scheduling, and QA/QC.

Engineering Project Manager, Riverside County Flood Control and Water Conservation District. March 2011 – March 2023 RCFC liaison for floodplain management, water conservation/quality, planning and design projects with cities, counties, businesses, property owners, stakeholders, and consultants. Responsible for the development of staff’s engineering knowledge. As a leader, provided staff with the tools they needed to be successful including assisting with their development by scheduling numerous trainings on topics covering MicroStation, InRoads, asphalt, structures, specifications, levees, geotechnical, GeoHEC-RAS, and water quality.

Construction Manager, March 2014–July 2015
Lead Engineer responsible for administering the contract documents to build flood control drainage systems. Oversaw the construction of the following projects (construction cost): North Norco Channel Stage 10 ($1.0 M), West End Moreno MDP Line LL ($1.0 M), and Temescal Creek Foster Road Storm Drain ($1.7 M).

Tasks performed as a Contract Administrator were as follows: Bring disputes to a resolution regarding construction conflicts, approve and stamp “as-built” drawings, negotiate change orders, manage inspection consultants, lead preconstruction meetings, enforce plans and specifications, and coordinate with outside public agencies.

Design Project Manager, March 2011–June 2015
Lead Engineer responsible for developing the plans and specifications for an array of flood control projects throughout Riverside County. Oversaw the design of the following projects: Palm Canyon Wash Levee Restoration Stage 90 and 91, Day Creek Channel Stage 6, Orange Street Storm Drain Lateral, Spirit Knoll Court Storm Drain, Norco Lateral N-1D, Arroyo Del Toro Channel, San Jacinto Line C, C-4, C-5 & B, North Norco Channel stage 11, Valle Vista Chanel Extension, Banning MDP Line D-2 and D-2a, Temescal Creek Foster Road Storm Drain, Hemet Line D Stage 7, Norco Laterals NA-1 &NA-1A, and El Cerrito Channel Restoration.

During the design phase, planned, organized, directed, and reviewed the work of the staff engineers and consultants. The planning consisted of the development of a multiyear project schedule that was laid out and tracked in a Microsoft Project. Organized routine meetings with in-house staff and outside agencies to keep the projects moving forward to completion. Directed and reviewed staff engineer and consultant calculations, costs, plans and specifications.

Years of Experience with MBI
1 Total Years of Experience
19+
Education
B.S., 2005, Civil Engineer, San Diego State
University
B.A., 2000, Business Administration, Grossmont
College
Licenses/Certifications
Professional Engineer - Civil, California, 2009, 74610
Certified Floodplain Manager, 2018, US-18-10783
Water Treatment Operator, T1, 2023, 46140
Water Distribution Operator, D1, 2023, 53919

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PRINCIPAL-IN-CHARGE
Christopher Alberts, P.L.S.

Mr. Alberts has combined consulting experience in field and office operations. As Office Executive for Temecula, Ontario and Palm Desert Offices, Mr. Alberts oversees the office environment and employee engagement to develop and grow Michael Baker’s capabilities in Riverside and San Bernardino Counties. He is responsible for office and discipline operations, maintaining client relationships, quality control of plans and deliverables, staff allocation, scheduling, and verification of client satisfaction. He is active on a number of professional state and local association boards and chairman of a professional practice committee serving three southern California counties.

RELEVANT EXPERIENCE
Las Montanas Multi-Use Project Master Plan and EIR, Indio, California. M-TO Management, LLC. Surveyor. Responsible for field surveys. Michael Baker provided entitlement services for a 92-acre multi-use project in Indio, California. The project included high density residential, commercial, retail, and office space uses.

Michael Baker prepared a project master plan based on the approved Gateway Specific Plan, including such documents as a water supply assessment, negotiations with the Airport Land Use Committee, water and sewer master plans, drainage studies, and grading analysis.

Avenue 50 and 52 Crossing/Eastside Dike Levee Evaluation, Coachella Valley, California. PSAV, LLC. Surveyor. Responsible for field surveys. Michael Baker prepared regional hydrology, hydraulic, and sedimentation analyses for the 51-square-mile watershed tributary to the Eastside Dike Levee along the Coachella Canal. The project evaluated the condition of the existing levee and identified options for two roadway crossing encroachments across the levee system. Regional hydrology was prepared for this arid region using the HEC-1 program. Flood routing and maximum water surface profiles along the dike were prepared using FLO-2D. The analysis evaluated the dispersion of flows along the dike from the 10 major drainage systems which are tributary to the system.

La Entrada Drainage and Hydrology Studies, Coachella, California. PSAV, LLC. Surveyor. Responsible for field surveys. Michael Baker prepared the specific plan and technical studies for the proposed 2,200-acre La Entrada Specific Plan Project located in the city of Coachella, California. The project site included seven regional conveyances tributary and coalescing alluvial fans to the eastside dike along the Coachella Canal. Michael Baker completed regional hydrology studies for the 50.6-square-mile watershed, and one- and two-dimensional flood routing analyses to support the technical studies and identify recommended improvements and project mitigation measures. Michael Baker identified a fan flood hazard management program and developed the alignment and conceptual design for seven regional channels throughout the site.

Local Flood and Blow Sand Risk Assessment and Improvement Plan, Coachella Valley Association of Governments. Principal in Charge.

Michael Baker researched and analyzed historical key reports, documents, data and plans relevant to addressing regional flood and blow sand issues in the western Coachella Valley to determine short-term and long-term sites available to develop flooding and blow sand mitigation solutions. The work included evaluating comprehensive existing conditions, focused site visits and hydrology analysis to identify, develop and evaluate alternative concepts, risk assessments and improvements to reduce hardships to the communities affected while also protecting critical plant and animal species.

Line 4 Drainage Project Phase 1, Palm Desert, California. City of Palm Desert. Principal. Michael Baker provided a comprehensive feasibility study and developed a preliminary design recommendation for the Line 4 Storm Drain System improvements identified in the North Sphere Drainage Master Plan (NSDMP) in the city of Palm Desert. The primary goal of this design study was to verify and update hydrology watershed boundaries, evaluate the existing drainage system, identify potential drainage alternatives, and prepare a preliminary design of the recommended storm drain system and cost estimates.

Years with Michael Baker
22 Years of Experience
28 Education
Coursework, General Studies, San Jacinto College
Coursework, General Studies, South Dakota State
University
Licenses/Certifications
Professional Land Surveyor, California, 8508

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 16 OF 36
QA/QC
Joseph Castaneda, P.E.

Prior to establishing JLC, Mr. Castaneda was the Director of Stormwater at a Riverside County Engineering Firm for 7 years. Additionally, he was employed by the Metropolitan Water District of Southern California (MWD) and was the designated assistant engineer for the Diamond Valley Reservoir Project. Joseph has obtained tremendous construction management and field experience during the construction of the reservoir. Mr. Castaneda’s responsibilities at JLC include project management and design oversight, performing detailed storm water quality facility design, hydrology and hydraulic calculations, and preparing preliminary drainage studies and reports including drainage PS&E. Mr. Castaneda’s experience is used by public agencies and other consultants to solve complex flood control and water quality constraints. Joseph has over 20 years of experience in hydrology modeling, hydraulic modeling, flood control design, and water quality design.

RELEVANT EXPERIENCE
Beaumont Master Drainage Plan Line 1, Stage 50. Mr. Castaneda is the Project Manager for the design of the Line 16 storm drain system that is approximately 5,800 linear feet. The drainage system connects to the Noble Creek Recharge Facility (NCRF) Basins that is owned and operated by Beaumont Cherry Valley Water District. The storm drain improvements include 3 major laterals for future use and a low flow system that is restricted to intercept 30 ft3/s to promote groundwater recharge within the NCRF Basins. The Line 16 system has a tributary drainage area that is approximately 570 acres and the flow rates range from 250 ft3/s to 520 ft3/s. The storm drain system was designed for a 10 year storm event. The project design incorporates a storm drain system that ranges in size from 54-inch RCP to an 84-inch RCP. Joseph provided oversight of the analyses for the catch basin hydrology for the ultimate and interim conditions. Additionally, Joseph was involved in great detail with the major challenges of the project associated with the following:
• The existing inverted street sections along Winesap Avenue and Jonathon Avenue. • The volume capacity and passive operation of the NCRF Basins • Ensuring that the NCRF would not become a system under the jurisdiction of the Division of Dam Safety Banning Master Drainage Plan, Line H, Stage 1. Mr. Castaneda was the Project Manager to lead the JLC project team in performing the storm drain design for Banning Master Drainage Plan Line H, Stage 1. The Line H storm drain system is approximately 5,000 linear feet. The drainage system commences at Smith Creek at the downstream terminus and extends along Wesley Street and Hathaway Street. The upstream terminus extends north of the Hathaway Street and Barbour Street intersection. The Line H system has a tributary drainage area that is approximately 270 acres and the flow rates range from 175 ft3/s to 540 ft3/s. The project design incorporates a storm drain system that ranges in size from 48-inch RCP to a 72-inch RCP. Joseph led the project team and provided the technical support in the performance of the catch basin hydrology for the ultimate and interim conditions in order to evaluate the flow rates for both conditions. The analyses were used to size the proposed laterals. During the preliminary hydraulic analyses, two alternative alignments were assessed and compared to determine a preferred alignment. The two alternatives utilized hydraulic modeling to perform comparative analyses. Additionally, several design characteristics were used to develop a matrix that would rank the two designs in order to select a preferred alternative. The major characteristics controlling the design were available right-of-way, downstream water surface elevation at Smith Creek, utility conflicts and preliminary construction costs.

Perris Valley Channel Improvements & Nuevo Road Bridge Replacement. Mr. Castaneda was the Project Manager and Lead Engineer that prepared and performed hydraulic analyses, channel design and bridge hydraulic modelling for Perris Valley Channel and the Nuevo Road Bridge. At the request of the City of Perris and Tri-Lake Consultants, Joseph was requested to provide a design team that would perform the following tasks related to the Perris Valley Channel & Nuevo Road Bridge Replacement:
• Determine the scour depths and bridge width that would allow the ultimate Perris Valley Channel to function and an interim design that would function in the interim condition.
• Relocate and redesign an existing USGS Stream Gage and Weir Structure. • Provide a storm drain that completes the Perris Valley MDP Line L system.

Mr. Castaneda was tasked to perform hydrology and hydraulic analyses and storm drain/channel improvement plans that were processed through RCFC&WCD.

Years of Experience
28 Education
M.S., Civil Engineering, California State University,
Long Beach
B.S., Civil Engineering, California State University,
Los Angeles
Licenses/Certifications
Professional Engineer - Civil, California, 58935

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 17 OF 36

HYDROLOGY AND HYDRAULICS
Kenneth Hyman, P.E.

Mr. Hyman is a civil engineer specializing in water resources engineering with advanced proficiency in hydrologic and hydraulic analyses for planning and design engineering. He has detailed knowledge of hydrograph methods for urban
drainage systems and applications of complex simulations and expertise with one-dimensional (1-D) and two-dimensional (2-D) hydraulic modeling, including model refinement, calibration, and validation. He has completed numerous successful stormwater facility projects in Southern and Northern California for drainage infrastructure, riverine flow, flood attenuation, water quality treatment, and hydromodification compliance.

RELEVANT EXPERIENCE
Stanford University Campus Wide Drainage Facility Deficiency Analysis – Santa Clara County, California. Campus Wide Drainage Facility Deficiency Analysis aims to identify stormdrain infrastructure segments showing inadequate hydraulic conveyance and prioritize utility improvements. Performed hydrologic and hydraulic computations for the Campus (±1,500 acres), which included:
hydrologic evaluation of Campus watersheds using HEC-HMS (Hydrologic Modeling System) and one-dimensional (1-D) and two-dimensional (2-D) modeling of Campus storm infrastructure with InfoWorks ICM (Integrated Catchment Modeling).

Stanford University Runoff Interceptor Facility (RIF) – Santa Clara County, California. Stanford University is proposing to employ a Runoff Interceptor Facility (RIF) at multiple locations on Campus. Each RIF serves as a stormwater collection facility which includes a low-flow pump to divert runoff into the Campus lake water system, which routes flow to Felt Lake Reservoir for storage as a water source to irrigate Stanford Lands (±8,000 acres). Developed RIF Master Plan which demonstrated total annual runoff captured by utilizing RIFs and associated cost savings by using a RIF in comparison to conventional bioretention basins.

Gobernadora Multi-Purpose Basin – San Juan Creek, Orange County, California. Gobernadora Multi-Purpose Basin is a ±30-acre facility located along the 8.5-mile Gobernadora Creek, a tributary to San Juan Creek. Basin provides flood mitigation, runoff treatment, groundwater recharge, and creek stabilization. Conducted hydrology analyses with hydrologic software AES (Advanced Engineering Software) for the San Juan Creek Watershed to evaluate performance of the Basin facility for peak flow attenuation by utilizing unit hydrograph method and rational method.

Silver Strand Pump Station Deficiency Study – Silver Strand Beach, Ventura County, California. An existing stormdrain system serving a beach neighborhood (±110 acres) requires hydraulic evaluation to identify drainage deficiencies during 10-year, 50-year, and 100-year storms.

Performed GPS survey to identify local drainage patterns and supplement aerial topography. Analyzed neighborhood’s existing stormdrain system using one-dimensional (1-D) and two-dimensional (2-D) hydraulic modeling software, which included WSPG (Water Surface Pressure Gradient) and XP2D, a module for XPSWMM (Storm Water Management Model).

Laguna Ridge South – Elk Grove, Sacramento County, California. Laguna Ridge South (LRS) is a single-family residential development (±300 acres) which drains to a proposed detention basin providing flood mitigation and water quality treatment. Completed backbone storm infrastructure analyses to serve the LRS development, which included design of main storm lines, detention basin, and offsite channel.

Prepared hydraulic models utilizing XPSWMM (Storm Water Management Model) and HEC-RAS (River Analysis System) to size facilities for interim and ultimate drainage conditions.

Years with Michael Baker
<1
Years of Experience
12 Education
M.S., Civil Engineering, California State University at Long Beach
B.S., Civil Engineering, University of California, Davis A.A., Architecture, El Camino College
Licenses/Certifications
Professional Engineer - Civil, California, 84082

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 18 OF 36

PROJECT ENGINEER
Danielle Peltier, E.I.T.

At Michael Baker, Ms. Peltier has been involved in many diverse projects for which she has prepared project-specific water quality management, stormwater pollution prevention, and erosion control plans. She has extensive experience in hydrology performing hydrologic and hydraulic analyses in Riverside County, and has experience preparing PS&E. Her software experience includes the application of CivilDesign, HydroCalc, and AES software for hydrologic analysis, Hydraflow Storm Sewers Extension and WSPGW for hydraulic analysis, and HEC-1, HEC-RAS, and XPSWMM for 1D/2D modeling. She is also a user of ArcGIS Pro and AutoCAD Civil3D in which a wide range of their functions are applied during the production of plans and data analysis.

RELEVANT EXPERIENCE
South Norco Channel Stage 2 Improvement Project, Norco, California. Riverside County Flood Control Water Conservation. Civil Associate. Responsible for the design of the South Norco Channel Stage 2 improvements. This project required a great deal of coordination with the City of Norco, RCFC&WCD and external developers to finalize the design of the channel. Responsibilities included performing WSPG analysis on a large-scale to accurately model and size the proposed channel, performing AES hydrology calculations to analyze tributary areas and using WSPG to size proposed laterals and highlight any existing deficiencies in the public storm drain system. A Basis of Design report was created to describe the approach to the project, explain design decisions and offer an in-depth analysis of all hydrology and hydraulics. A very dynamic approach was used in Civil3D to generate the design plans including the use of corridors. A few challenges include the existing channel flowing through the backyards of some Norco residents, removing said residents from the flood zone, conflicting as-built and potholing information and working with adjacent developments to tie-in to the proposed storm drain. Michael Baker is providing design and engineering services to replace nearly 5,800 feet of mainline channel with a new channel sized to contain the 100-year storm event. For the project, Michael Baker is performing data collection, design survey, hydrology and hydraulics, development of the channel conceptual plan and final plans, specifications, and estimates (PS&E), environmental documentation, regulatory permitting, and FEMA floodplain mapping and processing.

Water Quality Management Services On-Call, Riverside County, California. Riverside County Transportation Department. Civil Associate.

Responsible for providing on-call services to the Riverside County Transportation Department, specifically reviewing Water Quality Management Plans across watersheds for the unincorporated areas of Riverside County. The reviews are conducted in a timely but detailed manner and communication with the consultant is encouraged to help expedite the review process. Michael Baker is providing on-call engineering services for plan checks of water quality management plans for new developments and redevelopment projects. Plan-check services include plans for street improvements, striping, utility coordination, street lighting, grading, and other improvement plans per the Riverside County Department of Transportation's plan-check policies and guidelines.

Terra Lago Four Seasons Project, Indio, California. K. Hovnanian Companies of California. Civil Associate. Responsible for developing a final WQMP, SWPPP, and Hydrology Report for several residential sites throughout the Terra Lago Four Seasons development.

Responsibilities included delineating drainage areas for design, using CivilDesign to model the required storm events, modeling in WSPG for the on-site storm drain, using Hydraflow to size some drainage structures, and creating a hydrology map, BMP site map, and SWPPP map in Civil3D for the final reports. Michael Baker provided and is currently preparing mapping services for the Terra Lago Four Seasons project consisting of an ultimate build-out of 827 residential, single-family lots. Terra Lago is being built over several phases with the first phases including seven separate final maps that were prepared and recorded within the City of Indio. Several additional mapping items were necessary for the delivery of various construction documents, including temporary construction easements and exhibits regarding encroachment permits through the Coachella Valley Water District, Valley Sanitary District, and the Bureau of Reclamation.

Coachella - Sevilla II. Pulte Homes. Civil Associate. Responsible for the on-site drainage design and development of the Hydrology and Hydraulics report, Water Quality Management, and Stormwater Pollution Prevention Plan for the 40-acre residential development in the City of Coachella. The tract proposes an infiltration basin with appropriately sized associated drainage features such as drywell and storm drain facilities to convey, retain, and evacuate the 100-year storm. Through coordination with the City, it was determined that their main concern for basins are drawdown times. Upon further conversations with the City, we were able to add more homes to the tract than what City standards usually allow that we were able to agree on based on the proposed design. All final deliverables include exhibits prepared in Civil3D and all required analysis such as street flooded depth calculations and basin routing are performed using the Riverside County Flood Control and Water Conservation District criteria.

Years with Michael Baker
5 Years of Experience
6 Education
B.S., Environmental Engineering, University of
California, Riverside
Licenses/Certifications
Engineer-In-Training, CA

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 19 OF 36

SURVEY LEAD
John Duquette, L.S.

Mr. Duquette has many years of professional surveying
experience with a broad background in boundary and right-ofway analysis and calculations for transportation and road improvement projects for a variety of public agencies.

RELEVANT EXPERIENCE
Alessandro Boulevard Median (Indian Street to Perris Boulevard), Moreno Valley, California. City of Moreno Valley. Technician. Responsible for CADD mapping. Michael Baker provided environmental clearance, final design, and construction support services for Alessandro Boulevard Median improvements. The project was funded under federal Highway Safety Improvement Program (HSIP) as a Local Assistance project overseen by Caltrans. The safety improvement project addressed traffic and pedestrian safety issues. Work items included design of raised median, turn pockets, traffic signal modifications, striping and signage, landscaping, new lane configurations, Americans with Disabilities Act (ADA) compliance, and environmental CEQA and NEPA documents.

Pardee Homes - Countryside Majors, Menifee, California. Pardee Homes. Technician. Responsible for CADD mapping. Michael Baker redesigned and widened Haun Road, Newport Road, and La Piedra Road. Traffic engineering tasks included signing and striping, new traffic signals, and traffic signal modifications.

Christensen Ranch Due-Diligence Review, Menifee, California. Avanti Acquisition Company, LLC. Technician. Responsible for CADD mapping. Michael Baker performed a due-diligence review for the proposed residential development of the 28.4-acre property. Michael Baker's services included data collection and analysis, site investigation, recommendations, cost estimates, and report preparation.

Jackson Avenue Street Dedications, Murrieta, California. City of Murrieta. Project Surveyor. Responsible for preparing a total of 23 legal descriptions for the City of Murrieta for the expansion of Jackson Avenue. Legal descriptions were required for Public Roadway, Slopes, Drainage Facilities, and TCEs.

North Peak Specific Plan, Northern Access Road, Lake Elsinore, California. Troxler & Associates. Technician. Responsible for CADD mapping. Michael Baker provided due diligence studies for the North Peak Specific Plan. The studies included a detailed analysis of project cost estimates, entitlement, boundary issues, and permitting, as well as post-purchase phasing analysis, preliminary engineering and peer review, park planning, and construction document preparation. Michael Baker also provided environmental documentation, traffic studies, and preliminary alignment studies for a new access road for the northern section of property.

Interstate 215 / Los Alamos Road Overcrossing, Murrieta, California. City of Murrieta. CADD Technician. Supported the project with field data processing and GPS control network analysis. Michael Baker provided environmental evaluation, structures engineering and design, and survey and right-of-way engineering for the widening of Los Alamos Road and the I-215 bridge overcrossing structure. Michael Baker also provided utility research, utility record maps for field search, right-of-way surveying, hydrology and storm drain analysis, and final metric utility Maps.

Marriott Shadow Ridge, Palm Desert, California. Houston Tyner Inc. Technician. Responsible for CADD mapping. Michael Baker provided engineering services for the development of a 315-acre time share project with an 18-hole golf course, resort center, sales center, maintenance center, large pool and recreation area, and six villages with 999 time-share units. Michael Baker's services included the design of on-site and offsite street improvement plans, precise and rough grading plans, on-site and off-site water and sewer improvement plans, and storm drain plans; coordination with Marriott personnel, various sub-consultants, and contractors during design and construction; and construction administration support.

On-Call Land Surveying - California Spatial Reference Center, San Diego County, California. University of California, San Diego.

Technician. Responsible for CADD mapping. Michael Baker provided on-call land surveying efforts to improve the statewide spatial reference network and provide spatial positioning techniques, models, and capabilities. The first task order included a GPS height modernization survey along Route 1 from San Francisco's North Beach to Big Sur.

Years with Michael Baker
19 Years of Experience
34 Education
A.S., Surveying and Mapping, Santa Ana College
Licenses/Certifications
Professional Land Surveyor, California, 7566

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 20 OF 36

ENVIRONMENTAL SPECIALIST
Elizabeth Meyerhoff
Elizabeth Meyerhoff brings 18 years of professional experience as a senior project manager and environmental planner with extensive working knowledge of California’s complex
environmental regulations. Prior to joining Michael Baker International, Elizabeth spent six years with the Coachella Valley Water District overseeing CEQA, CEQA-Plus, and
NEPA compliance for the District’s Capital Improvement
Program, operation and maintenance activities, and mitigation projects. Elizabeth is responsive to her team and is a consistent communicator, while providing direct support to the executive team. Elizabeth places special emphasis on providing consistent, quality planning services while ensuring applicable regulatory requirements are met in a timely manner.

RELEVANT EXPERIENCE
Whitewater River/Coachella Valley Stormwater Channel Improvement Project, Avenue 54 to Thermal Drop Structure Project, CEQA/NEPA Compliance and Regulatory Permitting. Coachella Valley Water District. Environmental project manager. Ms. Meyerhoff managed the preparation of the joint EIR/EIS, technical studies and regulatory permit application packages to satisfy the Clean Water Act.

The project required significant coordination with the Army Corps of Engineer, California Department of Fish and Wildlife, Regional Water Quality Control Board, Imperial Irrigation District, Kinder Morgan, Union Pacific Railroad, and the Coachella Valley Conservation Committee for Joint Project Review. The stormwater channel improvement project included the placement of concrete slope-lining of the levee banks/side slopes and portions of the channel bottom to restore channel flow conditions to convey the 100- year flood and provide requisite freeboard and remove the existing threat of flooding during a 100-year storm event to the parcels within the area of benefit. The project included exclusion fencing and environmentally sensitive habitat restoration mitigation including Take/Avoidance Surveys for burrowing owl (Speotyto cunicularia), scour and soil erosion protection, and invasive species control through equipment management on-site.

North Cathedral City Regional Flood Improvement Project. Coachella Valley Water District. CEQA/NEPA Lead. Michael Baker is providing environmental compliance, design, survey, and permitting services for the regional floodwater improvement project. Ms. Meyerhoff was responsible for the preparation of environmental compliance documents pursuant to CEQA/NEPA including project coordination with the Bureau of Land Management required for a federal right-of-way grant, as well as joint project review with the Coachella Valley Conservation Commission regarding the Multiple Species Habitat Conservation Plan, and jurisdictional water permitting pursuant to the Clean Water Act. The purpose of the project is to safely and reliably convey flows beneath the Interstate 10 bridge, reducing floodplain impacts for tributary areas. Key environmental topics included biological resources, hydrology, soils and sediment, cultural resources, and land use combability.

Eastern Coachella Valley Stormwater Master Plan, Program Environmental Impact Report. Coachella Valley Water District. Elizabeth was responsible for the preparation of the CEQA compliance documentation and Native American tribal consultation. The project evaluated the administration, right-of-way acquisition and construction of storm drains, channels, levees, and the operation and maintenance of facilities identified in the service are. The comprehensive conceptual stormwater master plan identifies conceptual locations, alignments, and sizes for primary drainage facilities to address the current and future drainage needs of the approximately 168 square miles. The Master Plan is a longterm planning guide for locating and sizing regional stormwater facilities that will be constructed by public and private entities as development takes place within the area. When implemented, the Plan will provide flood protection to the area during a 100-year flood event. Key issues include agricultural resources, air quality, cultural & tribal cultural resources, stormwater, hydrology and drainage.

East Side Dike Improvement Project - CEQA/NEPA Compliance. Coachella Valley Water District. Elizabeth served as CEQA Manager for the preparation of the CEQA document with was also adopted by the project’s federal partner, the U.S. Bureau of Reclamation with coordination from Coachella Valley Conservation Committee for Joint Project Review including the Bureau of Land Management, California Department of Fish and Wildlife, and US Fish and Wildlife Service. The project involved construction of 3,420 lineal feet of concrete slope lining along the northern slope (water side slope) of the dike The purpose of the project is to certify the East Side Dike, from Dune Palms Road to Interstate 10 (I-10), with the Federal Emergency Management Agency as a flood protection structure. Key topics included floodwater, public safety, biological resources, air quality, and cultural & tribal resources.

Years with Michael Baker
2 Years of Experience
18 Education
Post-Baccalaureate Certificate, Land Use and
Environmental Planning, University of California,
Riverside Extension
B.A., Sociology, University of California, Riverside
Executive Certificate Program, Organizational
Leadership, University of California, Riverside
Extension
Professional Affiliations
American Planning Association
Association of Environmental Professionals, Elected
Board Member (2017-present)

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 21 OF 36

GEOTECHNICAL
C. Fernando Aragón, PE, GE

EXPERIENCE SUMMARY
As a Field and Laboratory Technician for Aragón
Geotechnical Consultants, Inc., and Aragón
Geotechnical, Inc. inspected large and small grading
projects; also, performed Laboratory soil mechanics
tests, including Moisture-density tests on “undisturbed” soil samples, Expansion Index tests, Consolidation and
Hydro-collapse tests, Maximum-density/Optimum
Moisture Content Determinations (Proctor), Atterberg
Limits Determinations, and Grain-size Distribution Tests.

As a Field Engineering Intern for Kiewit Pacific Company, inspected the installation of materials at various construction sites; aided Mechanical and Civil Engineers with submittals; hired subcontractors for installation of various construction components at different projects, and surveyed and prepared “as built” pipelines profile plans.

Fernando has designed septic systems, drafted geologic maps, prepared boring logs and laboratory results, managed projects, overseen materials testing for the CCRL, AMRL and Caltrans approved laboratory, and prepared calculations for reports. Fernando has also managed all laboratory and field quality control and quality assurance services. Fernando has experience in slope stability, settlement analyses, liquefaction analyses, bearing capacity calculations, aggregate analyses, geotechnical investigation reports and recommendations.

Fernando has extensive experience in the field of pavement engineering, including experience with distressed pavement evaluations, pavement structural section design, hot asphalt concrete mix designs, cold recycled asphalt mix designs, quality control and quality assurance testing for hot asphalt concrete and cold recycled asphalt, and plan preparation and specifications for rehabilitation projects, including replacement of facilities and recycling of existing materials.

Fernando has been the quality control or quality assurance engineer on over 250 street improvement projects for cold in-place recycled asphalt, cold central plant recycled asphalt, soil stabilization and hot mix asphalt projects. As quality control engineer, reviewed submittals, presented as a Just-In-Time training Instructor, reviewed field and laboratory testing data and provided recommendations for on-site challenges during construction.

Fernando has been the Geotechnical Engineer on several utility improvement projects throughout the State of California including but not limited to storm drains, waterlines, electrical lines, sewer lines, fiber optic lines and gas lines. Fernando has severed and continues to serve as an on-call Geotechnical Engineer to for contractors, municipal agencies, and developers Years of Experience
22 Education
BS, Civil Engineering, Loyola Marymount University
of Los Angeles
MS, Civil Engineering (Geo Engineering Emphasis),
University of California, Berkeley
Licenses/Certifications
Registered Civil Engineer, CA, 72277
Registered Geotechnical Engineer, CA, 2994
California Department of Transportation, Certificate
of Proficiency
Governor’s Office of Emergency Services, Disaster
Services Worker, Volunteer
Professional Affiliations
American Society of Civil Engineers
ASTM International, Participating Member
Member of Tau Beta Pi National Engineering Honor
Society
ember of Chi Epsilon National Civil Engineering
Honor Society
Association of Drilled Shaft Contractors (ADSC), The
International Association of Foundation Drilling,
2004-2005 Graduate Student Scholarship Recipient
University of California at Berkeley, 2004-2005
Graduate Fellowship

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 22 OF 36
SECTION III – FEE SCHEDULE

SCOPE OF WORK
TASK 1 – PROJECT ADMINISTRATION

1.1 – Project Charter
The primary purpose of the Project Charter is to set defined goals and objectives for the project, to clarify what will and will not be included in the project, alternatives that will be considered, and identify roles and responsibilities among parties. It will overview the project, project implementation, and existing documents and references.

1.2 – Kick-Off Meeting
Michael Baker will hold a Kick-Off Meeting with the City and RCFC&WCD. This meeting will be used to commence the project and establish design criteria, important schedule milestones, critical issues for the project, and communication channels.

1.3 – Project Coordination Meetings
Monthly Project Design Team (PDT) Meetings will follow the Kick-Off Meeting; 14 PDT meetings are budgeted for. At each meeting minutes will be kept to document decisions and action items. Multiple other coordination meetings are anticipated and budgeted for with the agencies required to permit this project.

1.4 – Project Management
Michael Baker will manage project duties for the full project, the project manager is responsible for the successful delivery of this project and an extensive amount of coordination is required.

1.5 – Project Research and Data Collection
Michael Baker will obtain and review existing available technical studies from the City, County, and other known sources related to the project improvements. The information collected will include previous hydrology and hydraulics studies, environmental documents, geotechnical studies, as well as as-built plans for existing facilities along the project reach.

Deliverables:
• Meeting Agenda and Minutes, Project Charter, Schedule, and Monthly Invoices.

TASK 2 – SURVEY AND MAPPING

2.1 – Aerial Topographic Mapping
Michael Baker will prepare an Aerial Topographic Map of the project site, at a scale of 1"=40', with one foot contour intervals. The work shall include:
• Preparation of a flight plan and layout of ground control targets; • Field surveying services to set ground control panels and survey their precise positions on the appropriate coordinate system basis;
• Aerial photogrammetric and aerotriangulation services; • Compilation of plannimetric and topographic features to digital medium; • Perform field survey check profile observations and office analysis of said observations to check ground truth of the compiled map within accepted standards.

2.2 – Record Data Map Preparation
In order to include and plot the record position of the project boundary in approximate orientation with a specific coordinate system, compiled aerial topographic base data or other overlay features, Michael Baker shall perform the following tasks:
• Perform research of the available public records via online services to obtain maps and other items that affect the boundary location of the property;

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 23 OF 36
• Prepare a preliminary record data map to be used by the field survey crew to search for a sampling of boundary monuments;
• Perform a field survey of said monuments in order to establish orientation of the record survey data in relation to the coordinate system used in the topographic mapping;
• Plot the record boundary lines on the aerial base map, with the understanding of the Client that said record boundary is NOT the result of a comprehensive boundary survey and analysis, and that it’s orientation may disagree substantially from the position determined by a full boundary survey and analysis; The budget for this scope of work is based upon an assumption that adequate and accessible boundary monumentation exists in the immediate project vicinity to control this record data survey. Any cost associated with the preparation and processing of a Record of Survey Map, if one becomes necessary as a legal requirement, shall be covered by the Client.

2.3 – Supplemental Topographic Survey
In addition to the Aerial Topographic Survey included in Task 2.1 above, Michael Baker shall perform a supplemental field topographic survey to show more detailed information as needed by the engineering team for design.

The location of the following ground surface and/or visible underground items are the primary target of this survey:
• Water valves and meters;
• Electrical and other above ground dry utility items;
• Sewer Manholes and cleanouts;
• Culverts and visible storm drain system items;
The following items are specifically not required and not included in this survey:
• Street cross sections;
• Tree locations
Deliverables:
• Aerial Topographic Map
• Base Map

2.4 – Optional Supplemental Topographic Survey
In addition to the Aerial Topographic Survey included in Task 2.1 above, Baker shall perform a supplemental field topographic survey to show more detailed information as needed by the engineering team for design. This may be needed once driveways and catch basins are being designed, and more precise elevations for joins are needed.

At this time, we are budgeting 16 hours of a 2 man survey crew and 8 hours of office support for this task. Additional hours if needed will be included in a separate agreement.

TASK 3 – GEOTECHNICAL INVESTIGATION

3.1 – Geotechnical Investigation
AGI preliminarily judges that a standard truck-mounted hollow-stem auger rig is suitable unless adjacent farm fields are very wet.

Approximately 6 to 7 borings total would be advanced to at least 5 feet below known or estimated invert elevations. Inlet and outlet structures would be targeted with slightly deeper borings. All borings will be backfilled; no wells will be created. Drilling and soil sampling will be supervised by a qualified engineer or geologist. Samples composed of both “undisturbed” ring-lined barrel recoveries and disturbed Standard Penetration Test drive recoveries and shallow cuttings recoveries will be classified.

3.2 – Laboratory Testing
AGI will perform laboratory soil testing that will comprise determinations of in-place density and water content, strength, expansion potential, compaction criteria, particle gradation, and corrosion potential. Drilling should take one day. No drilling is proposed for private properties or in paved street lanes where professional traffic control services (not included in fee estimate) would be mandatory.

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 24 OF 36

3.3 – Geotechnical Design Report
AGI will prepare a preliminary written report documenting the soils investigation findings, conclusions, opinions, and construction alternatives. Geotechnical findings and conclusions will be accompanied by a brief engineering geologic overview describing the geologic setting, landforms, geologic hazard potentials (from active faulting, landslides, liquefaction, and settlement), and the local groundwater regime. The report shall include appendices with graphical boring logs, summaries of laboratory test standards and obtained results, and map exhibits depicting soil boring locations. Draft and final versions of the preliminary report are budgeted to allow for reviews and any requested modifications.

Deliverables:
• One electronic copy of the Draft Geotechnical Report
• Four bound copies and one electronic copy of the Final Geotechnical Report TASK 4 – UTILITY VERIFICATION AND COORDINATION

4.1 – Field Review
Michael Baker will perform a field review to identify additional utilities and other project constraints.

4.2 – Utility Research and Coordination
Michael Baker will research and identify known utilities to the project area. Letters will be sent to each identified agency requesting backup utility information. All collected utility information will be indexed. Utilities will be placed in the project CAD files based on locations provided by the utility owner and as indicated in the Michael Baker survey. Vertical locations of utilities will be shown based on information available from the Michael Baker survey, utility record drawings, or at typical design depths if no information is available. Due to the unknown extent of utility relocation coordination efforts, twenty hours have been allocated to this task for external utility purveyor coordination efforts, and if deemed necessary, additional hours will be included in a separate agreement.

4.3 – Alignment Exhibit and Design Coordination Meeting A meeting shall be held to review the alignment; including the mainline plan and profile and preliminary lateral and catch basin locations. This time will be used to collaborate on the alignment and make any necessary revisions; it will help to finalize the alignment and determine potholing or other field locating services.

4.4 – Pothole Exhibit
Based on the first phase of the subsurface investigation and the refined alignment, Michael Baker will identify all utilities which need to be precisely located. Michael Baker will collaborate with the City in the development of this exhibit that will serve as the basis for the subsurface investigation.

4.5 – Potholing
C Below will conduct potholing within the project limits at critical existing utility crossings along the proposed alignment, where there are potential conflicts identified in the utility mapping. This task assumes ten standard potholes to ten feet, but the City will be charged for the actual number of potholes needed for the design of this facility. A standard pothole is 12 inches by 12 inches, performed to the top of pipe or encasement with sand backfill and a permanent surface patch. Potholes outside of the standard will be billed based on actual depth or conditions. Permitting fees will be adjusted to actual costs. Vertical depths from the surface will be identified through this process.

C Below Potholing Exclusions: hot patching, engineered traffic control plans, extensive traffic control, flagging for traffic control, sidewalk concrete panel replacement, removal of Dig Alert marks, survey of pothole locations pre or post pothole.

Deliverables:
• Utility Research Letters
• Utility Base Map
• Alignment Exhibit
• Pothole Exhibit
• Pothole Report

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 25 OF 36
TASK 5 – CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) DOCUMENTATION

5.1 – Environmental Kick-Off
The environmental work program will be initiated with a kick-off meeting with the City to discuss the project features in greater detail. This initial meeting is vital to the success of the CEQA process and will be a key milestone to confirm the parameters of the analysis, project construction program, buildout conditions, scheduling, and overall communications. Michael Baker will host the project Kick-Off Meeting over a video conferencing platform or in person, depending on the City’s preference. Prior to the kick-off, Michael Baker will distribute an agenda and detailed memorandum, which will identify information needs. Upon completion of the kick-off meeting, Michael Baker will prepare meeting minutes that detail action items.

Deliverables:
• Kick-off meeting agenda and minutes submitted electronically. • Schedule submitted electronically.

5.2 – Data Collection / Project Description
Michael Baker will obtain and review available referenced data for the project, including planning and policy documentation from the City, as well as other local, State, and Federal agencies that may be affected by the project. This information will become part of the environmental documentation’s foundation and will be reviewed and incorporated into the analysis, as appropriate. This task also includes a visit to the project site and its surroundings, which will include a detailed photographic recording of on- and off-site conditions. Upon completion of Michael Baker’s research and investigation, a draft project description will be prepared for review and comment by the City. After receiving comments and making the appropriate changes, we will submit a revised version of the project description, which will be the basis for the project’s environmental analysis.

Deliverables:
• Data request memorandum submitted electronically.
• Draft and final project description submitted electronically.

5.3 – Review of Existing Technical Studies
Michael Baker will review following technical reports:

1. Preliminary Environmental Assessment Report (PEAR) West Hemet Master Drainage Plan Lines C and D, prepared by Dudek, March 2022.

2. Biological Resources Letter Report and MSHCP Consistency for the West Hemet MDP Line C and D Project, City of Hemet, Riverside, California, prepared by Dudek, September 16, 2021. (Appendix A)

3. Jurisdictional Resources Letter Report for the West Hemet MDP Line C and D Project, City of Hemet, California, prepared by Dudek, August 30, 2021. (Appendix B)

4. Cultural Resources Report and Paleontological Records Search (Appendices C-D; author/dates not provided).

These studies will be reviewed for soundness and sufficiency, with special consideration of the following:
• Conclusions and recommendations should generally be well supported by facts, observation, analysis or explanation, and reports should be internally consistent.
• Facts including observations regarding site conditions will generally be accepted as accurate. • The analysis should address both the extent of the project (footprint) as well as the planned activities associated with the project (construction and operation).
• To ensure CEQA processes and requirements are being met, including but not limited to, Senate Bill 18 (SB18) and Assembly Bill 52 (AB52) requirements for cultural and tribal cultural resources.

The purpose of the review is to ensure these reports can be used for the environmental compliance report. As needed, a data request memorandum would be provided. This scope of work excludes field verification and computer modeling to verify results.

Deliverable:
• Technical Study Review Memorandum submitted electronically.

PREPARE TECHNICAL STUDIES

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5.4 – Air Quality, Greenhouse Gas, and Energy Assessments Michael Baker will analyze the air quality implications of the project. The project is located in the South Coast Air Basin, which is under the jurisdiction of the South Coast Air Quality Management District (SCAQMD). Federal, State, regional, and local air quality regulations will be discussed. The analysis will describe and address the requirements set forth by the SCAQMD CEQA Air Quality Handbook.

Construction-related emissions will be quantified using the California Emissions Estimator Model version 2022.1 (CalEEMod). A general description of the major phases of construction and their timing will be required. The air pollutant emissions during construction will be compared to the SCAQMD’s Regional Thresholds of Significance. Naturally occurring asbestos impacts will also be qualitatively discussed.

Michael Baker will review the land use data and will prepare an inventory of the greenhouse gas (GHG) emissions (i.e., nitrous oxide, methane, and carbon dioxide) from both direct (i.e., area and mobile sources) and indirect sources (i.e., energy/water consumption and wastewater/solid waste generation). In addition, total GHG emissions from construction activities will be amortized into the GHG emissions inventory. CalEEMod will be used to quantify GHG emissions. Reductions from recently adopted programs and regulations will be included, such as improvements in fuel efficiency, state building code energy efficiency, and water efficiency. The analysis will also review project consistency with the Southern California Association of Governments 2020–2045 Regional Transportation Plan/Sustainable Communities Strategy (2020–2045 RTP/SCS), the California Air Resources Board 2022 Climate Change Scoping Plan for the purpose of reducing GHG emissions.

Michael Baker will analyze the energy implications of the project pursuant to Public Resources Code Section 21100(b)(3) and Appendix G and Appendix F of the CEQA Guidelines. These statutes and guidelines require a project to describe, where relevant, the wasteful, inefficient, and unnecessary consumption of energy caused by a project. In addition, Appendix G of the CEQA Guidelines requires a consistency analysis with state or local plans for renewable energy or energy efficiency. The consistency analysis will evaluate energy consumption associated with short-term construction activities and long-term operations using CalEEMod based on the project’s land use data. The analysis will also discuss the effects of the project on regional and local energy supply, demand, and resources, and the project’s consistency with energy standards and requirements. Additionally, the assessment of environmental impacts on energy resources will include mitigation measures to reduce inefficient and unnecessary consumption of energy, if necessary.

Deliverables:
• Results of the air quality, GHG, and Energy assessments will be incorporated directly in the appropriate sections of the CEQA document, with modeling results included as technical appendices.

5.5 – Noise Assessment
Michael Baker will review the applicable noise and land use compatibility criteria for the project area as well as noise standards regulating noise impacts will be discussed for land uses on and adjacent to the project site. A site visit will be conducted, and short-term noise level measurements will be taken along the project area. The noise monitoring survey will be conducted at up to three separate locations to establish baseline noise levels in the project area. Noise recording lengths are anticipated to require approximately 10 minutes at each location. This scope excludes long-term (24-hour) noise measurements.

Construction-Related Noise and Vibration. Noise impacts from construction sources will be analyzed based on the anticipated equipment to be used, length of a specific construction task, equipment power type (gasoline or diesel engine), horsepower, load factor, and percentage of time in use. The construction noise impacts will be evaluated in terms of maximum levels (Lmax) and hourly equivalent continuous noise levels (Leq) and the frequency of occurrence at adjacent sensitive locations. An analysis of vibration impacts will be based on the Federal Transit Administration’s vibration analysis guidance. Analysis requirements will be based on the sensitivity of the area, anticipated construction activities, and Noise Ordinance specifications.

Deliverables:
• Results of the noise assessment will be incorporated directly in the appropriate section of the CEQA document, with modeling results included as a technical appendix.

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5.6 – Biological Resources Assessment
Michael Baker’s qualified biologists will review the most recent versions of the California Department of Fish and Wildlife’s California Natural Diversity Database, California Native Plant Society’s Electronic Inventory of Rare and Endangered Vascular Plants of California listings, and the U.S. Fish and Wildlife Service’s Information for Planning and Consultation online system and Critical Habitat mapper. Following the review, our qualified biologists will survey the project site, plus a legally accessible 500-foot buffer (the biological study area) to confirm the baseline biological conditions and site’s potential to support special-status plant and wildlife species. Results of Task 5.3 and the field verification will be incorporated directly in the project’s CEQA document (Task 5.9). The results will include the plant, wildlife, and vegetation communities/land covers identified in the biological study area, as well as the potential for special-status biological resources to occur. The impact analysis will include project-related effects to biological resources and identify measures that may be required to offset significant impacts in compliance with CEQA.

Assumptions and Exclusions:

This task assumes one field survey by two biologists and that full access to the project sites will be provided, including keys to locked gates and advance notice of our right of entry. This task does not to include focused, protocol-level species surveys.

Deliverables:
• Results of the biological resources assessment will be incorporated directly in the appropriate section of the CEQA document (Task 5.9).

5.6.1 – Focused Burrowing Owl Survey and Report
In accordance with Section 6.3.2, Additional Survey Needs and Procedures, of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP), focused surveys for burrowing owl are required if suitable habitat occurs on the project site to confirm the presence of burrowing owls prior to development. Based on background documentation provided with the RFP, suitable burrowing owl habitat occurs onsite, and focused surveys are required. The focused surveys will be conducted according to MSHCP accepted protocols and will consist of four (4) separate surveys between March 1 and August 31 within the project site, including accessible areas within 500 feet. Following the completion of the final survey, a letter report will be prepared that includes a summary of the methods, site conditions, results of the surveys, site photographs, and appropriate figures.

Assumptions and Exclusions:

This task assumes four field surveys will be conducted and that the client will provide full access to the project site and surrounding vicinity (to the extent practicable). The client will also provide keys to locked gates and advance notice to existing property tenants of Michael Baker’s right of entry. This task also assumes one round of review/revision to the draft report before accepted as final.

This task excludes the preparation of a Burrowing Owl Exclusion Plan.

Deliverables:
• One draft and one final Focused Burrowing Owl Report submitted electronically in Microsoft Word and PDF formats.

5.6.2 – Focused Narrow Endemic Plant Species Survey and Report In accordance with Section 6.1.3 of the MSHCP, focused surveys for special-status plants are required to confirm the presence if suitable habitat occurs on the project site. Based on background documentation provided with the RFP, the project site is located within MSHCP Section 6.1.3, Narrow Endemic Species Survey Area, and the project site supports suitable habitat for three MSHCP narrow endemic plant species, spreading navarretia, California Orcutt grass, and Wright’s trichocoronis, and focused surveys are required for these species during the appropriate blooming period prior to project activities.

Michael Baker botanists will conduct a focused special-status plant survey to document the presence and location(s) of individual plants or populations (if present). Michael Baker qualified botanists will survey suitable habitat within the project site that overlaps with the MSHCP-designated NEPS survey area, including areas within 100 feet, where accessible. The plant survey will be conducted consistent with guidelines provided by the California Native Plant Society (2001), U.S. Fish and Wildlife Service (2002), and California Department of Fish and Wildlife (2018). The survey will be floristic in nature, meaning that species encountered will be identified to the taxonomic level necessary to determine rarity and listing status. Surveys must be conducted within the blooming period for each species:
• Spreading navarretia – blooms April-June
• California Orcutt grass – blooms April-August

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• Wright’s trichocoronis – blooms May-September
It is anticipated that two separate field visits will be conducted, one in May-June and one in July-August.

Prior to conducting the survey, Michael Baker botanists will also conduct a review of known reference sites to determine whether the target species are identifiable at the time of the survey and to obtain a visual image of the target species, associated habitat, and associated natural community.

Once the final survey is complete, Michael Baker will prepare a letter report documenting the survey effort. If special-status plants are discovered, Michael Baker will complete and submit to the CNDDB California Native Species Field Survey Form(s), accompanied by a copy of the relevant portion of a 7.5-minute topographic map showing the occurrence mapped. Although an impact analysis in compliance with CEQA and the MSHCP will not be conducted, the report will provide recommendations for avoidance and minimization to reduce potential impacts to special-status plant species.

Assumptions and Exclusions:

This task assumes two field surveys will be conducted and that the client will provide full access to the project sites and surrounding vicinity (to the extent practicable). The client will also provide keys to locked gates and advance notice to existing property tenants of Michael Baker’s right of entry. This task also assumes one round of review/revisions to the draft report before accepted as final.

Deliverables:
• One draft and one final Focused Special-Status Plant Survey Report submitted electronically in Microsoft Word and PDF formats.

5.6.3 – (OPTIONAL/CONDITIONAL) MSHCP Determination of Biologically Equivalent or Superior Preservation (DBESP) Report If burrowing owls or narrow endemic plants are found during focused surveys and the project would directly or indirectly impact them, then a Determination of Biologically Equivalent or Superior Preservation (DBESP) will be required to ensure MSHCP compliance. The DBESP Report will be prepared in accordance with the Riverside County Regional Conservation Authority’s (RCA) current DBESP report template and submitted to the US Fish and Wildlife Service and California Department of Fish and Wildlife (Wildlife Agencies) for review and approval.

The report will include a description of the project area and all biological resources known to occur, a description and quantification of proposed impacts to MSHCP covered species and demonstration of why an avoidance alternative is not possible, a description of project design features and mitigation measures to reduce indirect effects, and a finding demonstrating that although the proposed project would not avoid impacts, with proposed design and compensation measures, the proposed project would be biologically equivalent or superior to that which would occur under an avoidance alternative without these measures.

Assumptions and Exclusions:

Submittal of the report to the Wildlife Agencies will trigger the start of a 60-day review period. Four hours have been included in this scope for wildlife agency coordination that may be necessary. Since the project does not occur within a Criteria Cell, no coordination with the RCA has been included in this scope. This task also assumes one round of review/revisions to the draft report before submittal to the Wildlife Agencies and a second round of review/revisions to the draft report before submitting the final DBESP to the Wildlife Agencies for their review and concurrence.

Deliverables:
• Two drafts and one final Determination of Biological Equivalent or Superior Preservation Report submitted to the client electronically in Microsoft Word and PDF formats.

5.7 – Administrative Draft Initial Study
Using the City’s latest Environmental Assessment checklist, Michael Baker will prepare an Administrative Draft Initial Study for review by the City. The Initial Study will provide written responses to each question on the Environmental Checklist that describe and qualitatively and/or quantitatively evaluate the project’s impact related to each topic. Each response will include a conclusion regarding the significance of the project’s impact, which may be determined to be potentially significant, potentially significant unless mitigated, less than significant, or no impact. In the event that the Administrative Draft Initial Study results in a finding that

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the project will result in a significant impact that cannot be mitigated, Michael Baker will work with the City to develop the appropriate CEQA approach.

After receiving the one set of consolidated written comments on the Administrative Draft Initial Study and making the appropriate changes, Michael Baker will prepare a proof-check version (second draft) of the Initial Study for the City’s consideration. We assume that the proof-check version will adequately address any substantive comments which the City had and that any comments on the proof-check version will be limited to minor edits and clarifications of final points. Michael Baker will address such final edits/clarifications and prepare a final version of the Initial Study for public review.

Deliverables:
• Administrative Draft IS/MND submitted electronically. • Second Draft IS/MND submitted electronically.

5.8 – Public Draft Initial Study
Michael Baker will prepare the Draft Initial Study for public review and circulation. We will provide an electronic copy of the Initial Study to the City to post on their website during the 30-day public review period.

Deliverables:
• Public Draft IS/MND submitted electronically.

5.9 – Final Initial Study
Michael Baker will respond to [any] written environmental comments received on the Draft Initial Study during the public review period. Michael Baker will prepare thorough, reasoned, and sensitive responses to relevant environmental issues. It is assumed that substantive comments will not be received as part of the initial review and any additional comments to the proofcheck document will be minimal. Upon receipt of City comments on the second draft, Michael Baker will prepare the Final Responses to Comments.

It is noted that the extent of written comments resulting from the review process is currently unknown. We have conservatively budgeted this task based upon our understanding of the project and assume only minor supplemental technical support may be necessary. Should the level of comments exceed our estimate or require more substantial technical analysis, Michael Baker will advise the City and submit an additional funding request.

Mitigation Monitoring and Reporting Program. Michael Baker will prepare the Mitigation Monitoring and Reporting Program (MMRP), which will provide a basis for monitoring identified mitigation measures during and upon project implementation. The MMRP will identify the mitigation measure number as outlined in the Initial Study, a list of Mitigation Measures/Conditions of Approval, the monitoring milestone (at what agency/department responsible for verifying implementation of the measure), method of verification (documentation, field checks, etc.), and a verification section for the initials of the verifying individual date of verification, and pertinent remarks.

Completion of the Final Initial Study. If necessary, Michael Baker will prepare an errata sheet to the IS/MND document for City review and approval. The errata sheet would identify the revised text in strikethrough and underline, as necessary to address comments received on the IS/MND document. The Final Initial Study and Mitigated Negative Declaration will be comprised of the Responses to Comments, Errata, and MMRP.

Deliverable:
• Final IS/MND submitted electronically.

5.10 – CEQA Notices
Michael Baker will prepare the required CEQA notices, as outlined below. The CEQA notices should be distributed electronically to the State Clearinghouse and County Clerk and via certified mail to the City’s distribution list (responsible, trustee, and interested agencies, tribal governments, community groups, and individuals). The distribution will be based upon a City-provided distribution list. This scope assumes that the City will be responsible for distributing any required radius mailings or newspaper notices.

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Notice of Intent to Adopt (NOI) - Michael Baker will prepare the NOI to initiate the 30-day public review period. Michael Baker will submit the NOI to the State Clearinghouse CEQANet website. This scope assumes that the City will file the NOI with the County Clerk.

Notice of Completion (NOC) - Michael Baker will prepare the NOC transmittal summary for submittal to the State Clearinghouse at the onset of the 30-day NOI public review period. Michael Baker will file electronically on the State Clearinghouse CEQANet website. This scope assumes that the City will file the NOC with the County Clerk.

Notice of Determination (NOD) - Michael Baker will prepare the NOD to be filed with the County Clerk and State Clearinghouse within five days after deciding to carry out or approve the project. This scope excludes payment of CDFW and County Clerk processing fees. This scope assumes that the City will file the NOD with the County Clerk.

Deliverables:
• NOI, NOC, and NOD (submitted electronically).

5.11 – Regulatory Permitting and Agency Coordination
This task includes the requisite actions to process regulatory permits with the U.S. Army Corps of Engineers (USACE), Regional Water Quality Control Board (RWQCB), and California Department of Fish and Wildlife (CDFW). Once the application packages are submitted, the status of USACE Approved Jurisdictional Determination (AJD) and notification packages will be coordinated with the USACE, RWQCB, and CDFW throughout processing to ensure that any potential issues are communicated to the City and promptly resolved. The processing shall include required correspondence between the reviewing staff and coordination with the biological staff when necessary.

Typically, agency comments are responded to in written form via email; however, this task includes one (1) round of formal (written and hard copy submittal) response to comments per each application package. This task includes the preparation of permit tracking logs for the City throughout the permit process. Processing time has been estimated and this task will be billed on a time and materials basis. Should additional time for processing be required, the City will be notified and work will continue through an approved contract augmentation.

Deliverables:
• Copies of all agency correspondence, including emails, phone logs, and meeting minutes associated with the regulatory permitting consultations.

5.12 – Streamflow Duration Flow Method Assessment
Michael Baker shall use the Streamflow Duration Flow Method (SDAM) to classify project aquatic features (by reach) to support the USACE Approved Jurisdictional Determination. SDAMs are rapid field assessment methods that use hydrological, geomorphological, and/or biological indicators, observable in a single site visit, to classify streamflow duration as perennial, intermittent, or ephemeral at the reach scale. Michael Baker shall use the current Field Form for the beta Arid West SDAM. Site photographs and GPS points shall also be gathered during the site assessment. Upon completion of the field assessment, Michael Baker shall prepare a technical memorandum that identifies the stream flow duration of the given study area.

Assumptions and Exclusions:

This task assumes one (1) site visit to conduct the assessment.

Deliverables:
• Draft and Final SDAM Technical Memorandum submitted electronically.

5.13 – USACE Approved Jurisdictional Determination Request Following the technical peer review of the Jurisdictional Resources Letter Report for the West Hemet MDP Line C and D Project, City of Hemet, California, prepared by Dudek, August 30, 2021, Michael Baker will seek an Approved Jurisdictional Determination (i.e., USACE concurrence) from the USACE. The determination is the USACE’s formal approval, which locks in jurisdictional and/or non-jurisdictional findings for up to five years. This is a mandatory task to confirm that no USACE permit is required for the proposed project.

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Assumptions and Exclusions:

This task assumes that the conclusions and recommendations in the Dudek jurisdictional delineation report are correct and a USACE Section 404 permit is not needed.

Deliverables:
• One (1) draft Approved Jurisdictional Determination package. The package will be finalized based upon one round of comments. Submittal to the USACE will be made by Michael Baker through email.

5.14 – RWQCB Waste Discharge Requirements Application
Impacts to non-federal waters of the State are permitted by the Regional Water Quality Control Board (RWQCB) through Waste Discharge Requirements (WDRs). Following the technical peer review of the Jurisdictional Resources Letter Report for the West Hemet MDP Line C and D Project, City of Hemet, California, prepared by Dudek, August 30, 2021, and confirmation of project impacts to potential RWQCB jurisdictional waters of the State, Michael Baker will prepare a written request for WDRs and submit it to the RWQCB, Colorado River Region. The submittal package will include an application cover letter, WDR application form, copies of other applications/approvals, applicable BMPs, figures, alternatives analysis (with a reasonable range of alternatives provided by the City), environmental documentation and technical reports, and the application fee (assessed by Michael Baker and provided by the City).

Assumptions and Exclusions:

This task assumes that the project will impact potential RWQCB waters of the State and that the RWQCB will assert jurisdiction over these areas.

Deliverables:
• One (1) draft Waste Discharge Requirement application package. The application package will be finalized based upon one round of comments. Submittal to the RWQCB will be made by Michael Baker via email or RWQCB ftp site.

5.15 – CDFW Section 1602 Streambed Alteration Agreement Notification Following the technical peer review of the Jurisdictional Resources Letter Report for the West Hemet MDP Line C and D Project, City of Hemet, California, prepared by Dudek, August 30, 2021, and confirmation of project impacts to potential California Department of Fish and Wildlife (CDFW) jurisdictional streambed and associated riparian habitat, Michael Baker will prepare a Section 1602 LSAA Notification package for the CDFW pursuant to the California Fish and Game Code (CFGC). The Section 1602 LSAA Notification package will include a cover letter, Electronic Permit Information Management System (EPIMS) application system submittal, figures, environmental documentation and technical studies, applicable BMPs, and a notification fee (assessed by Michael Baker and provided by the City).

Assumptions and Exclusions:

This task assumes that the project will impact potential CDFW jurisdictional streambed and/or associated riparian habitat and that CDFW will assert jurisdiction over these areas.

Deliverables:
• One (1) draft 1602 LSAA application package. The application package will be finalized based upon one round of comments. The application and supporting materials will be uploaded by Michael Baker via the CDFW EPIMS online system.

5.16 – Conceptual Habitat Mitigation and Monitoring Plan Compensatory mitigation would be required if the proposed improvements include temporary removal of vegetation in jurisdictional areas. Following finalization and acceptance of the technical reports, Michael Baker will provide preliminary mitigation recommendations to the City for approval. The mitigation proposal will be prepared as a technical memorandum and include those areas determined to have compensatory mitigation requirements. The memorandum will define opportunities for onsite avoidance, minimization, and/or restoration, as well as potential offsite restoration opportunities (acceptable locations determined by the regulatory agency) or purchase of mitigation bank credits, if needed. This task does not include the preparation of a formal Habitat Mitigation and Monitoring Plan.

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Assumptions and Exclusions:

This task assumes one (1) round of review before accepted as final.

Deliverables:
• Draft and Final Conceptual Mitigation and Monitoring Plan submitted electronically.

5.17 – CEQA Management, Coordination, and Public Hearings Michael Baker’s environmental task lead, Elizabeth Meyerhoff, will work closely with the City staff. This approach optimizes communication between the involved parties. Management activities include coordinating with the project team, ensuring the proposed timeline is met, monitoring the project budget and progress, invoicing, and providing quality control review of all completed work products.

Michael Baker will develop a regular meeting schedule with the City to coordinate on project status and action items throughout the project. It is assumed that these check-in meetings will be conducted via conference call or Microsoft Teams, which allows us to share our computer screen with participants to collaboratively review documents. It is expected that these meetings will occur monthly, with more frequent calls necessary during project ramp-up and critical review and comment cycles. Michael Baker assumes coordination meetings would be conducted on a time and materials basis.

Michael Baker’s environmental task lead and team will be available for project hearing support on an as-needed time and materials basis. For the purpose of this scope, it is assumed that the environmental task lead or a team member will attend up to two (2) public hearings for the CEQA document. The environmental task lead will attend this meeting to provide response to environmental/technical questions regarding the environmental documentation materials.

TASK 6 – DESIGN REPORTS

6.1 – Hydrology Analysis
Michael Baker shall utilize reference reports such as the Master Plan and the Hemet Valley Master Drainage Plan Line C Channel Design & Basin Alternative Technical Memorandum (revised 2021) by JLC Engineering as a basis for the Hydrology Analysis.

Riverside County methodologies shall be utilized for the refined rational method analysis of the local tributary areas. Sub watersheds tributary to proposed catch basins shall be defined, and 10- and 100-year rational method hydrology calculations will be completed with street flow capacities to determine proposed catch basin locations and lengths (in addition to other design parameters like topographic mapping).

6.2 – Hydraulic Analysis
Michael Baker will prepare a hydraulic analysis of all proposed storm drain facilities utilizing the Water Surface Pressure Gradient (WSPG) software for Windows. CivilDesign will be referred to for inlet, street capacity, and other hydraulic analyses.

6.3 – Preliminary Design Report
A Preliminary Design Report will be prepared to provide engineering backup for the proposed drainage facility design. This report will be submitted with and updated accordingly for the 30% and 60% Plans.

6.4 – Final Design Report
Michael Baker will address comments from the Preliminary Design Report and prepare a Final Design Report for submittal with the 90% and Final Plans.

Deliverables:
• 30% Preliminary Design Report
• 60% Preliminary Design Report
• 90% Design Report
• Final Design Report

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TASK 7 – 30% SUBMITTAL

7.1 – 30% Design Drawings
Design Drawings will be prepared per the RCFC&WCD Drafting Manual (2018) due to the anticipated RCFC&WCD operation and maintenance; the plans shall be in accordance with RCFC&WCD and City standards. The plan view scale of mainline and laterals will depend on system; 1”=50’ will be applied for large open channels, 1”=20’ will be applied for underground systems and small open channels. The title sheet, and mainline plan and profile sheets that will include sections are anticipated to be 10 sheets.

7.2 – 30% Planning Level Cost Estimate
A 30% Planning Level Cost Estimate will be prepared using RCFC&WCD’s Planning Cost Spreadsheet to provide an initial cost estimate of the proposed facility.

7.3 – 30% QA/QC
Prior to the 30% submittal to the City, JLC will conduct a QA/QC review of the 30% Preliminary Design Report and 30% Design Plans and copies of these comments will be submitted to the City.

Deliverables:
• 30% Design Plans
• 30% Estimate
• 30% QA/QC
TASK 8 – 60% SUBMITTAL

8.1 – 60% Design Drawings
60% Design Drawings will improve upon the 30% Design Drawings and address comments; connector pipe profile sheets, miscellaneous details sheets, *utility relocation plan and profile sheets, and paving sheets shall be prepared and submitted. 20 sheets have been assumed for this submittal package excluding any utility relocation sheets. *Note: Michael Baker anticipates that utility relocations will be required for the construction of the proposed project, however the number and extent of these relocations are unknown and so they will be evaluated under a separate fee. If the utility company prepares the relocation design, the plans will still be reviewed by the project engineer to ensure the utility relocation is clear of the project.

8.2 – 60% Quantities and Estimate
Material quantities will be determined based on the 60% Design Plans. A Preliminary Engineer’s Estimate will be prepared from these initial quantities.

8.3 – 60% Specifications
Michael Baker will prepare construction specifications based on the 60% Design Plans. RCFC&WCD Technical Provisions and the City’s Boilerplate will be used as the basis for an engineering specification for this project.

8.4 – 60% QA/QC
Prior to the 60% submittal to the City, JLC will conduct a QA/QC review of the 60% Preliminary Design Report and 60% Design Plans and copies of these comments will be submitted to the City.

Deliverables:
• 60% Design Plans
• 60% Quantities and Estimate
• 60% Specifications
• 60% QA/QC

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TASK 9 – 90% SUBMITTAL

9.1 – 90% Design Drawings
90% Design Drawings will improve upon the 60% Design Drawings and address comments; structural/reinforcing detail sheets and traffic control plan sheets shall be prepared and submitted. 24 sheets have been assumed for this submittal package.

9.2 – 90% Quantities and Estimate
The 60% Quantities and Estimate shall be updated to reflect changes made from the 60% review. The updated quantities and engineer’s estimate will be submitted to the City.

9.3 – 90% Specifications
The 60% Specifications will be revised based on review comments and the 90% quantities.

9.4 – 90% SWPPP
Michael Baker shall prepare and submit a Notice of Intent and a Stormwater Pollution Prevention Plan (SWPPP) for the Project to the State Water Resources Control Board (SWRCB). A copy of the SWPPP and the Waste Discharge Identification Number shall be supplied to the City.

Michael Baker shall comply with the Construction General Permit (CGP), 2022-0057-DWQ effective after September 1st, 2023. MBI shall comply with the CGP by preparing and submitting the project registration documents online to the SWRCB. These documents include a risk analysis and the SWPPP document.

This task assumes any further updates or actions necessary for upkeep, inspections, or maintenance of the SWPPP shall be prepared by the general contractor, erosion control contractor, or other party. This includes but is not limited to Annual Reporting, Rain Event Action Plans, Inspection Logs, Changes of Information, and the Notice of Termination.

9.5 – 90% QA/QC
Prior to the 90% submittal to the City, JLC will conduct a QA/QC review of the 90% Design Report and 90% Design Plans and copies of these comments will be submitted to the City.

Deliverables:
• 90% Design Plans
• 90% Quantities and Estimate
• 90% Specifications
• 90% SWPPP
• 90% QA/QC
TASK 10 – 100% SUBMITTAL

10.1 – 100% Design Drawings
The final submittal will address 90% plan check comments, mylar plans will be delivered to the City and other agencies for final signatures; other deliverables included in this submittal are listed below.

Deliverables:
• Final Improvement Plans
• Final Quantities and Estimate
• Final Specifications
• Final SWPPP
• Signed Mylars

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TASK 11 – BID AND CONSTRUCTION SUPPORT SERVICES

11.1 – Pre-Bid Meeting
Michael Baker will attend a Pre-Bid Meeting and support the City with supporting documents needed for the meeting.

11.2 – Bid RFIs
The project team will provide on-going support services as required during the bid/award phase for Requests for Information (RFIs), plan clarifications, or questions from the contractors and the City. Four Requests for Information (RFIs) are budgeted for during project bidding.

11.3 – Pre-Construction Meeting
Michael Baker will attend a Pre-Construction Meeting with the City and contractor.

11.4 – Construction RFIs
Six construction related RFIs are budgeted to assist the contractor with interpreting the plans and specifications and address any unforeseen conflict that may arise during construction.

11.5 – Materials Submittal and Shop Drawing Review
This task includes time to review submittals and shop drawings required for the construction of the project. This task is based on 30 hours of labor.

11.6 – Record Drawings
At completion of construction, Michael Baker will prepare as-built record drawings based on the plan mark-ups received from the contractor. Updated AutoCAD files will be prepared and provided with the as-built plans. This task assumes up to 28 hours of labor, anything beyond will be considered additional work.

Deliverables:
• Agendas
• RFI Responses
• Submittal Reviews
• Record Drawings and CAD Files
Exclusions:

1. Utility Relocation Plans

2. WQMP & LID Design

3. Legal Description and Exhibit Preparation

4. Encroachment Permits

5. Sediment Transport Analysis

6. Drainage Agreement between City and RCFC&WCD

7. Easements and Mapping

8. FEMA Letter of Map Revision

9. Erosion Control Plan

10. Other services not specifically set forth in the above Scope of Services

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WORK SCHEDULENote: The schedule is dependent on external factors such as regulatory permitting agencies and utility purveyors and is subject to change. A more detailed schedule with subtask durations will be prepared and updated throughout the project.

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FEE PROPOSAL
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Technical
Manager
Project
Engineer
Design
Engineer
Assistant
Engineer
Senior Env
Planner Env Planner Survey Manager
Project
Surveyor
Field Chain
Person
Survey
Mapper Hours Michael Baker
Fee C Below JLC Aragon Geotech
Aerotech
Mapping
Total Fee By
Task
Task
No. Task Description $260.00 $235.00 $185.00 $150.00 $110.00 $210.00 $150.00 $180.00 $170.00 $155.00 $120.00

1.0 Project Administration 95 8 44 5 44 0 0 0 0 0 0 196 $40,310.00 $0.00 $0.00 $0.00 $0.00 $40,310.00

1.1 Project Charter 2 2 15 19 $2,640.00

1.2 Kick-Off Meeting 3 4 7 $1,220.00

1.3 Project Coordination Meetings (14 meetings) 28 42 70 $15,050.00

1.4 Project Management 60 60 $15,600.00

1.5 Project Research and Data Collection 2 6 2 5 25 40 $5,800.00

2.0 Survey and Mapping 0 0 0 0 0 0 0 8 52 36 20 116 $18,260.00 $0.00 $0.00 $0.00 $6,000.00 $24,260.00

2.1 Aerial Topographic Mapping 4 16 12 32 $5,300.00 $6,000.00

2.2 Record Data Map Preparation 2 12 8 20 42 $6,040.00

2.3 Supplemental Topographic Survey 2 24 16 42 $6,920.00

3.0 Geotechnical Investigation 1 2 4 2 4 0 0 0 0 0 0 13 $2,210.00 $0.00 $0.00 $17,272.00 $0.00 $19,482.00

3.1 Geotechnical Investigation 1 2 4 2 4 13 $2,210.00 $7,142.00

3.2 Laboratory Testing 0 $0.00 $5,010.00

3.3 Geotechnical Design Report 0 $0.00 $5,120.00

4.0 Utility Verification and Coordination 20 33 59 0 20 0 0 0 0 0 0 132 $26,070.00 $21,150.00 $0.00 $0.00 $0.00 $47,220.00

4.1 Field Review 3 3 3 9 $2,040.00

4.2 Utility Research and Coordination 2 8 16 26 $3,760.00

4.3 Alignment Exhibit and Design Coordination Meeting 10 28 40 78 $16,580.00

4.4 Pothole Exhibit 1 2 8 11 $2,210.00

4.5 Potholing (10 potholes) 4 4 8 $1,480.00 $21,150.00

5.0 CEQA Documentation 0 0 0 0 0 295 907 0 0 0 0 1,202 $198,000.00 $0.00 $0.00 $0.00 $0.00 $198,000.00

5.1 Environmental Kick-Off 8 8 16 $2,880.00

5.2 Data Collection / Project Description 10 20 30 $5,100.00

5.3 Review of Existing Technical Studies 30 12 42 $8,100.00

5.4 Air Quality, Greenhouse Gas, and Energy
Assessments 10 95 105 $16,350.00

5.5 Noise Assessment 10 50 60 $9,600.00

5.6 Biological Resources Assessment 10 46 56 $9,000.00

5.6.1 Focused Burrowing Owl Survey and Report 6 70 76 $11,760.00

5.6.2 Focused Narrow Endemic Plant Species Survey and
Report 6 90 96 $14,760.00

5.7 Administrative Draft Initial Study 30 100 130 $21,300.00

5.8 Public Draft Initial Study 18 54 72 $11,880.00

5.9 Final Initial Study 10 24 34 $5,700.00

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 2 OF 6
Project
Manager
Technical
Manager
Project
Engineer
Design
Engineer
Assistant
Engineer
Senior Env
Planner Env Planner Survey Manager
Project
Surveyor
Field Chain
Person
Survey
Mapper Hours Michael Baker
Fee C Below JLC Aragon Geotech
Aerotech
Mapping
Total Fee By
Task
Task
No. Task Description $260.00 $235.00 $185.00 $150.00 $110.00 $210.00 $150.00 $180.00 $170.00 $155.00 $120.00

5.10 CEQA Notices 2 10 12 $1,920.00

5.11 Regulatory Permitting and Agency Coordination 30 28 58 $10,500.00

5.12 Streamflow Duration Flow Method Assessment 10 40 50 $8,100.00

5.13 USACE Approved Jurisdictional Determination
Request 5 34 39 $6,150.00

5.14 RWQCB Waste Discharge Requirements
Application 12 50 62 $10,020.00

5.15 CDFW Section 1602 Streambed Alteration
Agreement Notification 10 38 48 $7,800.00

5.16 Conceptual Habitat Mitigation and Monitoring Plan 20 86 106 $17,100.00

5.17 CEQA Management, Coordination, and Public
Hearings 58 52 110 $19,980.00

6.0 Design Reports 22 48 140 0 0 0 0 0 0 0 0 210 $42,900.00 $0.00 $0.00 $0.00 $0.00 $42,900.00

6.1 Hydrology Analysis 8 16 60 84 $16,940.00

6.2 Hydraulic Analysis 2 6 24 32 $6,370.00

6.3 Preliminary Design Report (30%, 60%) 10 22 48 80 $16,650.00

6.4 Final Design Report (90%, 100%) 2 4 8 14 $2,940.00

7.0 30% Submittal 29 40 92 50 44 0 0 0 0 0 0 255 $46,300.00 $0.00 $2,960.00 $0.00 $0.00 $49,260.00

7.1 30% Design Drawings 25 40 80 50 40 235 $42,600.00

7.2 30% Planning Level Cost Estimate 2 12 14 $2,740.00

7.3 30% QA/QC 2 4 6 $960.00 $2,960.00

8.0 60% Submittal 46 56 112 60 54 0 0 0 0 0 0 328 $60,780.00 $0.00 $2,960.00 $0.00 $0.00 $63,740.00

8.1 60% Design Drawings 30 50 100 60 50 290 $52,550.00

8.2 60% Quantities and Estimate 2 4 10 16 $3,310.00

8.3 60% Specifications 12 2 2 16 $3,960.00

8.4 60% QA/QC 2 4 6 $960.00 $2,960.00

9.0 90% Submittal 37 50 96 50 54 0 0 0 0 0 0 287 $52,570.00 $0.00 $2,960.00 $0.00 $0.00 $55,530.00

9.1 90% Design Drawings 25 35 60 50 30 200 $36,625.00

9.2 90% Quantities and Estimate 2 3 8 13 $2,705.00

9.3 90% Specifications 6 6 8 20 $4,450.00

9.4 90% SWPPP 2 6 20 20 48 $7,830.00

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CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 3 OF 6
Project
Manager
Technical
Manager
Project
Engineer
Design
Engineer
Assistant
Engineer
Senior Env
Planner Env Planner Survey Manager
Project
Surveyor
Field Chain
Person
Survey
Mapper Hours Michael Baker
Fee C Below JLC Aragon Geotech
Aerotech
Mapping
Total Fee By
Task
Task
No. Task Description $260.00 $235.00 $185.00 $150.00 $110.00 $210.00 $150.00 $180.00 $170.00 $155.00 $120.00

9.5 90% QA/QC 2 4 6 $960.00 $2,960.00

10.0 100% Submittal 35 40 30 20 10 0 0 0 0 0 0 135 $28,150.00 $0.00 $0.00 $0.00 $0.00 $28,150.00

10.1 100% Design Drawings (100% package) 35 40 30 20 10 135 $28,150.00

11.0 Bid and Construction Support Services 20 48 0 0 30 0 0 0 0 0 0 98 $19,780.00 $0.00 $0.00 $0.00 $0.00 $19,780.00

11.1 Pre-Bid Meeting 2 2 4 $740.00

11.2 Bid RFIs (4) 6 4 10 $2,000.00

11.3 Pre-Construction Meeting 2 2 $520.00

11.4 Construction RFIs (6) 6 12 6 24 $5,040.00

11.5 Materials Submittal and Shop Drawing Review 20 10 30 $5,800.00

11.6 Record Drawings 4 16 8 28 $5,680.00
SUBTOTAL HOURS AND FEE: 305 325 577 187 260 295 907 8 52 36 20 2972 $535,330.00 $21,150.00 $8,880.00 $17,272.00 $6,000.00 $588,632.00 OTHER DIRECT COSTS - MILEAGE/POSTAGE/REPRODUCTION $5,000.00 $5,000.00 TOTAL HOURS AND FEE $79,300.00 $76,375.00 $106,745.00 $28,050.00 $28,600.00 $61,950.00 $136,050.00 $1,440.00 $8,840.00 $5,580.00 $2,400.00 $540,330.00 $21,150.00 $8,880.00 $17,272.00 $6,000.00 $593,632.00

Optional Items 0 0 0 0 0 10 52 2 24 16 0 104 $16,820.00 $0.00 $0.00 $0.00 $0.00 $16,820.00

2.4 Optional Supplemental Topographic Survey 2 24 16 42 $6,920.00

5.6.3 Optional/Conditional MSHCP DBESP Report 10 52 62 $9,900.00 TOTAL HOURS AND FEE: $0.00 $0.00 $0.00 $0.00 $0.00 $2,100.00 $7,800.00 $360.00 $4,080.00 $2,480.00 $0.00 $16,820.00 $0.00 $0.00 $0.00 $0.00 $16,820.00

17.F

CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 4 OF 6

FEE SCHEDULE
Rates Valid 2024-2025 for City of Hemet Line C – Stage 3 Category $ Hourly Rate Range
Principal / QAQC Manager ............................................................................................................................... 280 – 310 Project Manager ............................................................................................................................................... 200 – 270 Technical Manager ........................................................................................................................................... 200 – 245 Project Engineer / Project Surveyor ................................................................................................................. 170 – 200 Design Engineer ............................................................................................................................................... 120 – 160 Assistant Engineer ............................................................................................................................................ 80 – 120 Senior Environmental Planner........................................................................................................................... 190 – 220 Environmental Planner ..................................................................................................................................... 150 – 190 Survey Manager ............................................................................................................................................... 150 – 190 Field Chain Person ........................................................................................................................................... 155 – 210 Survey Mapper.................................................................................................................................................. 120 – 150 • Michael Baker’s rate ranges are determined by years of experience and professional qualifications. • Blueprinting, reproduction, messenger service and other direct expenses will be charged as an additional cost plus 15%.

Vehicle mileage will be charged as an additional cost at the IRS approved rate.

FEE SCHEDULE
Rates Valid 2024-2025 for City of Hemet Line C – Stage 3 Category $ Hourly Rate Range
Principal / QAQC Manager................................................................................................................................ 180-210

17.F

CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 5 OF 6

FEE SCHEDULE

17.F

CITY OF HEMET  WEST HEMET MASTER DRAINAGE PLAN LINE C - STAGE 3 MICHAEL BAKER INTERNATIONAL  PAGE 6 OF 6

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PROPOSAL
Submitted by NV5, Inc.
15092 Avenue of Science, Suite 200, San Diego, CA 92128 City of Hemet
Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3
May 30, 2024

17.F

TABLE OF CONTENTS
Cover Letter 1
Exceptions 2

PROPOSAL CONTENT
a) SECTION I – Experience 3
b) SECTION II – Personnel 13
c) SECTION III – Fee Schedule Separate File
Table of Contents
WHAT MAKES NV5

UNIQUELY QUALIFIED

TO PROVIDE THESE
SERVICES TO THE CITY?
Strong Design
Background
+ Relevant
Experience
Understanding
+ Delivering
Upon the Need
of the City
Ability to
Maintain
Close Working
Relationships
with City
Staff
Able to
Oversee,
Manage + Control
Schedules
and Cost
Dedicated
+ Qualified
Professional
Team
Members
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 Page 157 of 224

17.F

PAGE HEADER
15092 Avenue of Science, Suite 200 | San DIego, CA 92128 | www.nv5.com | Office: 858.385.0500 May 30, 2024
City of Hemet
Attn: Candace Sunds
445 East Florida Avenue
Hemet, CA 92543
SUBJECT: Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3
Dear Ms. Sunds,
NV5, Inc. is excited to have the opportunity to provide Professional Engineering Services to the City of Hemet (City) for its West Hemet Master Drainage Plan Line C - Stage 3 project. Our team has the technical knowledge and experience to deliver your projects in the most cost-efficient and cost-effective manner. NV5’s strengths include the following:

Relevant Experience: We have a proven track record of successfully providing engineering services to municipalities throughout Southern California, most of which have been repeat clients. Our team has provided similar drainage services to dozens of agencies, including: the Cities of Escondido, Imperial Beach, Encinitas, and Chula Vista, to name a few. Additionally, due to our experience with the On-Call Civil Engineering Services with the City, as well as working on numerous projects in the City of Menifee, we are well versed in the rules and standards of Riverside County.

Proposed Team: NV5 offers the City a team of dedicated professionals with proven capability and expertise. We are proposing Matthew Moore, PE, ENV, SP, QSD/P, ToR as Project Manager.

Subconsultants: NV5 has a strong and successful working relationship with our subconsultants AirX and Compass Consulting, who we have worked with on numerous projects for various agencies throughout Southern California.

Addendum Acknowledgment: We have received Addendum No. 1 dated May 6, 2024, Addendum No. 2 dated May 6, 2024, Addendum No. 3 dated May 8, 2024, Addendum No. 4 dated May 13, 2024, Addendum No. 5 dated May 13, 2024, and Addendum No. 6 dated May 21, 2024.

Proposal Authorization: This proposal has been signed by Jeffrey M. Cooper, PE, a company officer authorized to bind the firm.

Statement: All elements of the RFP have been reviewed and understood. NV5 accepts the terms and conditions prescribed by the City of Hemet Professional Services Agreement.

NV5 looks forward to the opportunity to work with the City and help you achieve your goals and objectives. If you need further information, we may be reached by phone at (949) 585-0477, or electronically at [email protected] and [email protected]. Thank you for your time and consideration.

Sincerely,
NV5

COMPANY INFORMATION/CONTACT
Name: NV5, Inc.

Address: 15092 Avenue of Science, Suite 200,
San Diego, CA 92128
Telephone Number: (858) 385-0500
Email of Contact: [email protected]
Matthew Moore, PE, ENV, SP,
QSD/P, ToR
Director, Water Resources
Jeffrey M. Cooper, PE
EVP, Chief Operating Officer
(Authorized Signer)
PN:P28224-0004198.00

COVER LETTER
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 1 Page 158 of 224

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EXCEPTIONS
Exceptions
NV5 has no exceptions to the Professional Services Agreement.

City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 2 Page 159 of 224

17.F

A) SECTION I -

EXPERIENCE

17.F

A) SECTION I - EXPERIENCE
1) Proposer Information
NV5’s San Diego office is located at 15092 Avenue of Science, Suite 200, San DIego, CA 92128 and main office telephone number is 858.385.0500. Jeffrey M. Cooper, PE, is an authorized representative of NV5, Inc., and his email is [email protected].
2) Proposer Experience
NV5 has been working on projects of similar scope and complexity to the City’s for the past 70 years. On the following page you will find a sampling of our relevant experience with associated references.

City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 4 Page 161 of 224

17.F

A) SECTION I - EXPERIENCE
3) Proposer References
Provided below are references of clients for whom similar services have been performed in the last three years that are comparable in quality and scope to that specified in this RFP.

Lake Drive Storm Drain Replacement
CITY OF ENCINITAS | ENCINITAS, CA
NV5 is providing engineering design services for the Lake Drive Storm Drain Replacement Project, which involves the replacement of approximately 2,000 feet of failed 48-inch corrugated metal pipe (CMP) with new reinforced concrete pipe (RCP) through an environmentally sensitive canyon area between Lake Drive and Interstate 5 (I-5).

COMPLETION DATE: 2021-12/2024 (DESIGN COMPLETION)
REFERENCE: MATT WIDELSKI, PRINCIPAL ENGINEER, 505 S. VULCAN AVE.

ENCINITAS CA, 92024, 760.633.2777, [email protected] Local Drainage Evaluation/Master Drainage
Plan Update
CITY OF IMPERIAL BEACH | IMPERIAL BEACH, CA
NV5 was contracted by the City in 2020 to evaluate storm drain design alternatives to eliminate, or minimize, the flooding at four localized areas of concern (AOC) for the City of Imperial Beach Local Drainage Evaluation Project. The Study provides hydraulic and hydrologic analyses for four large drainage areas in the City of Imperial Beach for the 2-, 5-, 10-, and 100-year storm events using 1D and 2D modeling.

COMPLETION DATE: 2020-2022
REFERENCE: JUAN LARIOS, PUBLIC WORKS DIRECTOR, 495 10TH ST., IMPERIAL BEACH, CA 91932 , 619.424.2214,
[email protected]
Heritage Road Bridge Replacement Drainage
Design
CITY OF CHULA VISTA | CHULA VISTA, CA
NV5 staff provided design of drainage facilities along Heritage Road and Main Street for the federally funded Heritage Road Bridge Replacement Project. Work included preparing a hydrology and hydraulics study, design of drainage structures and conduits, coordination with City staff on the street improvement plans, and close coordination with design of water quality structural treatment devices.

COMPLETION DATE: 2017-CURRENT
REFERENCE: JOSE GOMEZ, PRINCIPAL CIVIL ENGINEER, 276 FOURTH AVENUE, CHULA VISTA, CA 91910, 619.476.2301, [email protected] City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 5 Page 162 of 224

17.F

Project Understanding
NV5 has reviewed the Request for Proposal (RFP) scope of work and tasks, associated RFP question and answers, the Master Drainage Plan (MDP) for the West Hemet Area, the Riverside County Flood Control and Water Conservation District (RCFC&WCD) Zone 4 Report to Commissioners (November 2023) and the Tres Cerritos Specific Plan 90-009 (as amended by Tres Cerritos East SPA 06-001) to understand the project history, development, goals and technical aspects to provide a well-informed design proposal.

The MDP Line C Stage 3 Project (Project) will address an ongoing drainage issue at Seattle Basin and will also provide the master drainage facility needed for Tract 36759 (Tres Cerritos East Development). The Project system consists of approximately 4,700 feet of a trapezoidal natural bottom open channel with side slope and invert scour/erosion protection where needed. The Project channel will convey flows from the existing City-maintained Seattle Basin and convey them southerly along Cawston Avenue and westerly along Devonshire Avenue to just east of Myers Street where it will join the MDP Line C Stage 2 facilities. Stage 2 is located east of Myers Street and will be designed and constructed by the developer of Tract 36510 (Ramona Creek). It is assumed that the Stage 2 improvements for the Devonshire Basin/ Ramona Creek outfall and storm drain under Myers Street will be completed prior to or in conjunction with the Stage 3 channel construction, so that there will be no interim condition to address for this Project. RCFC&WCD will be responsible for operation and maintenance of both Stages 2 and 3 once the Ramona Creek Basin (Stage 2) is completed. This Project is funded by the RCFC&WCD and fees collected from the Hemet Regional Area Drainage Plan.

Scope of Work
NV5 developed the technical team and prepared the following scope of work to provide professional engineering services for the design of the Project including preparation of improvement plans for Line C, Stage 3, preparation of plans and studies to inform and validate the design and construction efforts, and coordination and plan processing through RCFC&WCD.

TASK 1 – PROJECT MANAGEMENT AND COORDINATION
The NV5 Team will coordinate with the City and stakeholders to schedule an in-person project kick-off meeting, monthly Project progress meetings and technical design review and coordination meetings with the City, RCFC&WCD, and the developer’s engineer(s).

Task 1A - Project Kick-off Meeting
Attend one (1) kick-off meeting with the City (in-person), prepare agenda, discuss project scope and schedule, prepare list of required information to obtain from the City and RCFC&WCD, discuss document submittal and review process. NV5 will prepare meeting minutes within five business (5) days of the meeting and distribute them electronically to attendees for review.

Task 1B - Monthly Progress Meetings
NV5 will attend monthly meetings with the City during the project. NV5 will prepare a meeting agenda; update the City (and RCFC&WCD) on action items from previous meetings, pending decisions and project schedule; and prepare meeting minutes within five (5) business days of meeting and distribute electronically to attendees for review. A total of twelve (12) teleconference progress meetings are budgeted.

Task 1C – Technical Review and Coordination Meetings
NV5 will schedule and attend technical review and coordination meetings. The purpose of these meetings is to review comments provided by the City and RCFC&WCD on the PS&E package submittals, and to coordinate items such as channel alignment, ROW/easements, channel crossings, utility conflicts, and other items as needed so that the final design conforms with the requirements of the City and RCFC&WCD. A total of four (4) in-person technical meetings were budgeted for this task.

A) SECTION I - EXPERIENCE
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 6 Page 163 of 224

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Task 1D - Project Management and Coordination
NV5 project manager will oversee the project scope, schedule, and budget, submit monthly invoices, and progress reports, and perform regular coordination with City staff to obtain updated information pertinent for performing the scope of work.

Project management and coordination assumed as 12-month project design schedule.

Deliverables: Monthly meeting minutes; technical meeting summaries, and monthly progress reports (with schedule and budget updates).

TASK 2 – PRELIMINARY RESEARCH AND INVESTIGATION
Task 2A – Field & Aerial Topographic Survey
NV5’s survey team will collect data to provide a Topographic Survey of the Project. NV5 will research survey mapping control of record within the project area. NV5 will provide necessary project and survey crew coordination and office support to dispatch survey crews with necessary support data. NV5 will establish project horizontal control based on the California State Plane Coordinate System of 1983 (NAD 83), Zone V. The Vertical Datum shall be the North American Vertical Datum of 1988 (NAVD 88) per found Riverside County Benchmarks at or near the project site. The survey will be delivered at 40 scale showing one-foot contours and prominent surface features over the proposed area to U.S. mapping standards. A color Ortho Photo will be provided. Per state and local requirements, NV5 will locate and show on topography survey any survey monuments found within the project limits. Should any of these monuments be disturbed or destroyed during construction they will need to be re-set and followed with a pre- and post-construction corner record with Riverside County Survey Department. NV5 will conduct a field survey of existing topographic features that includes roadways, driveways, curb ramps, sidewalks, curb and gutter, trees and other vegetation, existing striping, traffic signals, light poles, power poles, pull boxes, manholes, storm drain inlets, water valves, fire hydrants, and any other surface visible utilities within the project corridor. State law requires a monument preservation survey to be part of all design projects. NV5 will locate any survey monuments found during the field survey and will show on topographic survey. A minimum of 2 site control points will be set and shown on Topographic Survey sheets. Sewer and Storm Drain manholes within the defined project limits will be located and provide invert elevations and approximate pipe sizes.

Deliverable: The topographic and boundary survey will be included with the plan submittal packages.

Task 2B – Utility Research & Coordination
NV5’s utility lead will research existing utility infrastructure including franchise utilities. The goal is to identify all utilities that may be impacted by the improvement project, including research of the Prior Rights to clearly identify parties responsible for relocation of applicable utilities. The NV5 team routinely engages in utility company coordination for various design projects in the Region so are aware of most providers and their requirements. NV5 will provide the City with verification of utility company review of design plans and/or verification of utility research. NV5 will lead the utility coordination effort and maintain a log of utilities and status. Utility location and potholing recommendations and exhibits will be prepared at this stage for City review prior to engaging our utility location subconsultant, AirX. Based on a site visit, most of the utility coordination effort will be focused along Cawston Avenue and Devonshire Avenue.

Deliverable: Utility Coordination Log
Task 2C – Geotechnical Investigation and Report
A site-specific geotechnical investigation will be conducted to determine subsurface soil conditions along the channel alignment and provide geotechnical design recommendations for the proposed open channel (excavation, fill, and side slope stability), proposed access road pavement, pipes, reinforced concrete slabs, vaults, and retaining walls (as needed) and potential construction activities such as dewatering and shoring. Although the channel is not specifically designed for infiltration, in-situ percolation testing will be conducted utilizing Riverside County-approved methods to determine

A) SECTION I - EXPERIENCE
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 7 Page 164 of 224

17.F

native in-situ subsurface infiltration rates to understand subsurface infiltration rates and potential for standing water in the channel. It is anticipated that geotechnical borings will be conducted within the City road right-of-way (ROW) along the west side shoulder of Cawston Avenue and within eastbound shoulder or pavement along Devonshire Avenue. NV5 fee assumes we will obtain a “no-fee” encroachment permit and includes traffic control for the geotechnical borings.

Deliverable: Draft and Final Geotechnical Design Recommendations Report Task 2D – Plan and Study Review
NV5 will review the West Hemet MDP, Tres Cerritos Specific Plan 90-009 (as amended by Tres Cerritos East SPA 06- 001), Ramona Creek Specific Plan 12-001 and studies and report associated with the proposed developments including hydrology/hydraulic reports, preliminary storm drain plans, geotechnical studies, environmental documentation, and other information pertinent to the Stage 3 channel design.

TASK 3 – PRELIMINARY DESIGN
Based on the anticipated design scope and review of RCFC&WCD requirements, it is recommended that a preliminary design (30% level design) be submitted to the City and RCFC&WCD for review, followed by a meeting to discuss project issues.

Task 3A – Preliminary Hydrology and Hydraulics
Preliminary design will include validation and documentation of the ultimate condition design hydrology for the channel including locations of major junctions/inflows. Because the Project is a master drainage plan facility, it is assumed that previous hydrology study information from the MDP (or other more recent studies by RCFC&WCD or private developer) can be utilized for the preliminary design using previous output parameters at select nodes and updating travel times to reflect the currently proposed channel alignment, dimensions, and roughness. NV5 will prepare a preliminary hydrology report that summarizes previous studies and results along with updated design hydrology data and results. NV5 will also perform hydraulic analysis of the proposed channel using WSPG-W to determine the ultimate condition 10-year and 100-year HGL and potential impacts on tributary systems. The goal of the hydrology and hydraulic analysis at this stage is to ensure that the channel alignment and dimensions are adequate to convey the 100-year peak flow rate in the channel with proper freeboard and velocities.

Deliverables: Preliminary hydrology and hydraulics report Task 3B – Preliminary Design Plans
The preliminary design submittal will include the proposed channel alignment, profile, cross sections, and side slope protection. The profile will include enough detail to allow an understanding of how the project will accommodate vertical constraints, major utilities, and outlet conditions. The profile will also include the ultimate condition 100-year hydraulic grade line (HGL). Based on RFP questions and answers, the required right-of-way for the channel will be dedicated by the developer of Tract 36759 (Tres Cerritos East Development). Outline specifications and construction cost estimate will also be developed at the preliminary design phase.

During preliminary design we will also evaluate the Federal Emergency Management Agency (FEMA) Zone A (special flood hazard area without base flood elevation) floodplain at the intersection of Devonshire Avenue and Cawston Avenue and discuss the need for a FEMA Letter of Map Revision (LOMR) with the City and RCFC&WCD.

Since project funding is through RCFC&WCD, it is assumed that only the engineering improvements needed for the flood control facility will be included in the design. Therefore, the scope excludes roadway widening and street improvement plans along Devonshire Avenue and Cawston Avenue or other right of way improvements. It is also assumed that proposed/new planting within the proposed channel flood control easement/right-of-way (including access road) will be limited and not require landscape and irrigation drawings.

Deliverables: 30% improvement plans; outline specifications; preliminary construction cost estimate (PDF and two hard copies)

A) SECTION I - EXPERIENCE
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 8 Page 165 of 224

17.F

Task 3C – Environmental Studies
Compass Consulting Enterprises, Inc. (Compass) will lead the CEQA Environmental Studies task to prepare an Initial Study for an Environmental Evaluation for the Project as required under the California Environmental Quality Act (CEQA). Compass will participate in design meetings to assist the team with avoidance and minimization of potential environmental impacts, and prepare environmental compliance documents and permits as appropriate. We are assuming that an Initial Study for the Project would be prepared and result in a Mitigated Negative Declaration. The Initial Study would analyze the environmental impacts of the new line, using the latest Citys preferred checklist, with mitigation and supporting documentation as required, or using the latest Checklist in Appendix G. City staff will review and comment on the draft Initial Study, and comments will be incorporated into a second version of the draft. Preparation of the CEQA document would include literature review of environmental and other documents, Project Description development, technical studies as determined required after Project Description development including but not limited to Air/ Greenhouse Gas resources, Biological Resources with Western Riverside Multiple Species Habitat Conservation Plan (MSHCP) Consistency, Jurisdictional Waters, Cultural Resources with AB52 Tribal Consultation support, Noise and Traffic. Compass would also assist in public noticing and filing. This scope of work also assumes support for preparing a Determination of Biologically Equivalent or Superior Preservation (DBESP) should the alignment impact any MSHCP Riverine and Riparian resources. Permits from jurisdictional waters agencies are not known at this time. This scope of work and fee includes permit processing as determined necessary by the Jurisdictional Waters biological study and may include the US Army Corps of Engineers, Regional Water Quality Control Board and Department of Fish and Wildlife.

Permit filing fees would be the responsibility of the City upon filing. The scope of work for environmental compliance is all inclusive. However, as the Project proceeds within concept and final design, some tasks may not be required. Compass would only perform those tasks that would be required once design plans have been prepared.

Deliverables: Draft and Final Environmental Study Document TASK 4 – 90% PS&E
Following submittal, review, and discussion of the 30% preliminary design package, the NV5 Team will incorporate agreed upon comments from the preliminary design phase and advance the PS&E package to a 90% submittal level.

Task 4A – Engineering Plans and Studies
Between 30% and 90% level design, NV5 will finalize the channel alignment and dimensions, update the hydrology and hydraulics report (including any scour analysis), prepare CLOMR/LOMR documents (if agreed to in Task 3); identify utility re-locations; identify easements; prepare flood control right-of-way/easement exhibits for the channel; and prepare a maintenance exhibit. Project specifications and construction cost estimate will be updated as well for the 90% submittal.

Deliverables (Plan Check 1):

1. 90% drawings, Specifications, and Estimate:
○ Electronic files in AutoCAD and PDF format

2. 90% Hydrology and Hydraulics Report (including scour analysis and protection) ○ Electronic file in PDF format
○ As-built reference drawings
○ Electronic copies of hydrology/hydraulic model input/output files.

3. CLOMR/LOMR application

4. Copy of utility research documents (as-built plans and request letters)

5. Geotechnical report, including percolation tests

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Task 4B – Environmental Documents
The 90% submittal will include the following environmental documents supporting construction, operation, and maintenance of the proposed facilities.

Deliverables:

1. CEQA documents (Initial Study, MND)

2. Multiple Species Habit Conservation Plan (MSHCP) Compliance documents, if applicable

3. Regulatory permits (404, 401, 1602 and related assessments) and permit application packages

4. Agency coordination documentation

5. Maintenance, mitigation, and monitoring plans, as needed.

TASK 5 – 100% AND FINAL PS&E
Following submittal, review, and discussion of the 90% preliminary design package, the NV5 Team will incorporate agreed upon comments from the preliminary design phase and advance the PS&E package to a 100% submittal level. NV5 will develop erosion and sediment control drawings and draft construction SWPPP for the project. NV5 will also prepare a Water Quality Management Plan if required. At this stage, letters of permission from affected property owners are required. It is anticipated that this will not be an issue for the proposed project since the developers are aware of and have planned for the proposed Project. In regard to the Cooperative Agreement, all outstanding project issues that could change the alignment, facility size, rights of way and/or maintenance responsibility for the Project drainage facilities, should be fully resolved to finalize the agreement. It is anticipated that one resubmittal of the 100% package will be required (Plan Check 3) prior to finalizing the plans for mylars and signatures. At 100% level design it is critical that the improvement plan construction items, bid item list, specifications, and construction cost estimate all match. The construction cost estimate will use the best local unit price data available from recent bids and completed projects, with adjustment for potential unit price increases prior to construction.

Task 5A – 100% Submittal (Plan Check 2)
The following deliverables are anticipated for the 100% submittal.

Deliverables:

1. Plan check response letter addressing each comment from prior review.

2. Prior submittal redlines.

3. Plans, studies, and maps addressing prior review comments.

4. D-Load calculations (where RCP is used) and structural calculations for non-standard design elements.

5. Letters of permission from affected property owners for offsite grading, ponding, or discharge of concentrated drainage.

6. 100% improvement plan drawings, specifications, and construction cost estimate.

7. Draft construction SWPPP.

8. Water Quality Management Plan (if required).

Task 5B – 100% Submittal (Plan Check 3)
For 100% submittal, Plan Check 3, the same deliverables identified for Plan Check 2 will be revised, updated, and resubmitted for review and concurrence.

Deliverables: Same as Task 5A

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Task 5C – Final Submittal
Mylars will be prepared, signed, and stamped by NV5 and submitted to the City and RCFC&WCD for signature after notification from both agencies that the Plans are ready for signature. Note that RCFC&WCD will not sign the mylars until the Cooperative Agreement is executed.

Deliverables: Full size mylar plans
TASK 6 – BID SUPPORT AND ENGINEERING SUPPORT SERVICES DURING

CONSTRUCTION
Task 6A – Bid Support
NV5 will assist the City with the preparation of Bid Documents which will include: signed plans, specifications, and cost estimate; geotechnical report; hydrology/hydraulics report; environmental studies; and environmental permits. During the bidding process, NV5 will also prepare responses to bidder’s questions as needed.

Deliverables:

1. Bid Package Materials (signed plans, specs, estimate, reports, studies, permits – PDF format).

2. Responses to bidder’s questions (Word Document or Excel File and PDF).

Task 6B – Engineering Support Services During Construction NV5 will provide engineering support services during construction including: response to requests for information (RFIs); review of submittals/shop drawing; prepare and process plan revisions; attendance at construction meetings (as needed); preparation of as-built record drawings. This scope of work does not include NV5 construction management services or day-to-day on-site deputy field inspection, monitoring, and reporting. Additional scope and fee can be provided if the City would like NV5 to assist with these construction activities.

Deliverables:

1. RFI responses

2. Submittal/Shop drawing reviews

3. As-built record drawings
Assumptions and Exclusions
The following major assumptions and exclusions were utilized in the preparation of this scope of work and associated fee estimate. If these excluded services are requested, needed, or required, NV5 can prepare supplemental scope and fee to provide these services.

1. The topographic survey will include the existing Seattle Basin and Cavendish Basin so that the data is available if needed for running and checking hydrology and hydraulic impacts.

2. It is assumed that previous hydrology studies for Line C have been conducted to a level to which the previous data can be utilized to readily determine ultimate condition project design flows for the channel. The level of effort assumes the preparation of a hydrology study utilizing previous data within a new model that reflects the currently proposed channel alignment and tributary outlet points.

3. Street widening and improvement plans along Devonshire Avenue and Cawston Avenue are excluded (not part of the flood control facility).

4. Landscape and irrigation plans are excluded. It is assumed that the flood control channel will have a natural bottom with rock rip-rap (or other erosion protection) side slopes, and that the areas outside the channel will not require landscaping associated with this flood control project.

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5. Modifications to Seattle Basin and its facilities on the east side of Cawston Avenue and modifications to Cavendish Basin on the south side of Devonshire Avenue.

6. NV5 will provide electronic copies of the channel alignment and required flood control easement limits to the City and RCFC&WCD for coordination with the developer who will dedicate the necessary right of way for RCFCD&WCD operation and maintenance.

7. The FEMA Zone A floodplain at the intersection of Cawston Avenue and Devonshire Avenue may require processing a conditional Letter of Map Revision (CLOMR) to remove the Zone A boundary within Tract 36759 (Tres Cerritos East Development), if warranted based on engineering review and analysis. If grading/fill is required within the Zone A floodplain, then a CLOMR is typically required to be obtained prior to the start of grading. Based on the limits of the Zone A floodplain and the channel alignment, it appears that the Project will encroach into the Zone A floodplain and a CLOMR will be required. Therefore, 40 hours were budgeted to evaluate this floodplain area and prepare a CLOMR application for review and concurrence by the City prior to submittal to FEMA. FEMA application processing fees are not included in our fee.

8. Public engagement and outreach are excluded. It is assumed that the City (or others) will prepare, initiate, and execute a public engagement plan for the Project (property owner notification mailers, public outreach meetings, etc.).

9. NV5 construction management including day to day on-site deputy inspection, monitoring, and reporting is excluded.

A) SECTION I - EXPERIENCE
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B) SECTION II -

PERSONNEL

17.F

Project Team & Qualifications
Our team of experts brings direct, relevant, successful and current experience working on projects of similar scope and complexity. We are equipped with the resources to provide the City with the requested Professional Engineering Services.

Shown below are team members that will be assigned to the project. Depending on the needs of the City, NV5 has a bench of 4,000 employees that can be made available to the City.

Padma Asam, PE, QSD/QSP,

LEED AP
Michael Rocco
Jay Fahrion, PLS
+10 Field Crews

CIVIL ENGINEERING/
DESIGN
SURVEY

STORMWATER

COMPLIANCE

HYDROLOGY &

HYDRAULICS

ENVIRONMENTAL

GEOTECHNICAL

ENGINEERING

UTILITY SURVEY
Jennifer Peterson, PE, CFM,

QSD/P, CPESC, LEED AP
Scott Lyle, PE, CFM, QSD/QSP
Scott Lyle, PE, CFM, QSD/
QSP
Thomas Grace, EIT
COMPASS CONSULTING*
Julie Gilbert
AIRX*
Anthony Peralta
Carl Henderson, Ph.D, PE, GE
Shafiq Popalzai, PE
+25 Technicians & Inspectors

PRINCIPAL-IN-CHARGE
Jeffrey M. Cooper, PE

PROJECT MANAGER
Matthew Moore, PE, ENV,
SP, QSD/P, ToR

QA/QC MANAGERS
Tamara O’Neal, PE
* SUBCONSULTANT

B) SECTION II - PERSONNEL
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B) SECTION II - PERSONNEL
Project Experience
Woodcrest Dam Outlet Modification Design And Construction Oversight RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT | RIVERSIDE, CA Project Manager. Mr. Moore led the design of the Woodcrest Dam outlet modification project which includes a replaced flood control basin concrete outlet structure and gate, and erosion control on the dam face. Plans were reviewed and approved by the CA Division of Safety of Dams.

BNSF Cajon Main Third Track Hydrology And Hydraulics Analysis BNSF RAILWAY | SAN BERNARDINO COUNTY, CA
Project consisted of preparation of EIR/EIS documentation and final engineering construction drawings for 15 miles of proposed third main heavy rail track from Summit to Keenbrook. Mr. Moore’s duties included preparing pre- and post-project hydrology and hydraulic analyses of over 70 culverts/bridges using Rational Method, USGS Regression Equations, CulvertMaster, WSPG-W, HEC-RAS, and HEC-18 Scour Analysis. Analyzed and mapped 10- and 100-year floodplains for over 10 stream miles using HEC-RAS. Provided preliminary design of proposed culvert extensions, energy dissipation, and bridge scour countermeasures. Prepared EIR/EIS Hydrology Technical Report, EIR/EIS impacts and mitigation measures discussion, and Final Engineering Hydrology and Hydraulic Reports.

State Route 76 Floodplain Analysis and Drainage Design
COUNTY OF SAN DIEGO/GRANITE CONSTRUCTION | SAN DIEGO COUNTY, CA Drainage Lead. Mr. Moore was the drainage lead for engineering construction drawings for a 2.3-km widening and realignment of an existing rural state route along San Luis Rey River and bridge widening along a river tributary east of Interstate 15.

Mr. Moore’s duties included the preparation of hydrology and hydraulic analyses, reports, and storm drain design for final engineering construction drawings, including Rational Method and Unit Hydrograph Method hydrology calculations, culvert, ditch and inlet design and analysis using WSPG-W and hydraulic floodplain calculations and mapping using HEC-RAS; bridge scour analysis using HEC-18; sediment transport and scour protection design along San Luis Rey River using HEC-6 and HEC-23; and FEMA CLOMR/LOMR preparation and processing.

MATTHEW MOORE, PE, ENV, SP, QSD/P, TOR
Project Manager
Mr. Moore brings more than 27 years of experience in water resources, including hydrologic and hydraulic engineering design for flood control, drainage, green infrastructure, water quality, and erosion control facilities. His work includes FEMA Flood Insurance Rate Map letters of map amendment/revision (LOMA/R) review for FEMA and preparation of floodplain studies and LOMRs for developers and municipalities. He has extensive experience in hydrologic and hydraulic analyses including preparation of storm drainage plans and stormwater quality best management practices (BMP) design and documentation. Mr. Moore served on the technical advisory committee for the development of the first San Diego County LID Manual and the San Diego County Hydrology Manual update.

CONTACT INFO
[email protected]

EXPERIENCE
27 years

EDUCATION
M.S. Civil Engineering
B.S. Civil Engineering

LICENSES/CERTIFICATES
Civil Engineer (CA)
No. 56780

REGISTRATIONS
Envision Sustainability
Professional (CA)
No. 10891
Qualified SWPPP
Developer and Practitioner
No. 00046
Trainer of Record for QSD/
QSP No. 00046

AFFILIATIONS
American Society of Civil
Engineers
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17.F

B) SECTION II - PERSONNEL
Project Experience
Water Quality Management Plan + Hydrology Report Plan Check Services COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT | RIVERSIDE, CA Plan Check Engineer. Ms. Asam provides plan checking services for WQMP (Water Quality Management Plan) and Hydrology Reports associated with new development and significant redevelopment projects, and plan check services for private development projects for compliance with the county’s MS4 permits and the Riverside County WQMP for Urban Runoff. Review of P-WQMPs, F-WQMPs, Hydraulic and Hydrology reports, floodplain studies, and grading plans.

Civil & Water Quality Management Plan Check Services
COUNTY OF SAN BERNARDINO | SAN BERNARDINO, CA
Project Engineer. Ms. Asam is providing engineering development review services for a variety of projects ranging from single-family developments to large, multiphase subdivisions and commercial projects with significant public infrastructure requirements. NV5 reviewed Hydraulic and Hydrologic Analyses, Water Quality Management Plans (WQMPs), erosion control plans, soils reports, private grading and public improvement plans for conformance with project conditions of approval and compliance with County requirements.

As-Needed Services
CITY OF CARLSBAD | CARLSBAD, CA
Project Engineer. Ms. Asam provided consultant services for the City, including review of grading plans, street improvement plans, geotech reports, hydrology reports and stormwater documents for residential and commercial developments.

Plan Check Services
CITY OF DANA POINT | DANA POINT, CA
Plan Check Engineer. Ms. Asam is part of the team that is providing development review services for new projects within the City. NV5 serves as an extension of City staff to review projects involving grading, street and drainage improvements, building foundations and retaining walls, and parcel/tract maps for conformance with City standards, regional, and state regulations, and generally accepted engineering design practices.

Plan Check Services
CITY OF DESERT HOT SPRINGS | DESERT HOT SPRINGS, CA
Plan Check Engineer. Ms. Asam is part of the NV5 team providing on-call engineering plan check services to the City of Desert Hot Springs. Services include the review of grading and improvement plans, hydrology and hydraulic reports, geotechnical reports, water quality treatment and erosion control, title documents and review against project conditions of approval for applications.

PADMA ASAM, PE, QSD/QSP, LEED AP
Civil Engineering/Design
Ms. Asam has 17 years of design experience in public work projects, including design of roadway widening and alignments, retaining walls, pedestrian ramps, engineering reports and utility undergrounding. She is adept in the design standards of various local public agencies in Southern California. Ms. Asam has extensive experience reviewing grading plans, street and storm drain improvement plans, utility plans, tract maps, structural plans and details and stormwater-related documents.

CONTACT INFO
[email protected]

EXPERIENCE
17 years

EDUCATION
M.S. Structural
Engineering
B.S. Civil Engineering

LICENSES/CERTIFICATES
Civil Engineer (CA)
No. 83896
Qualified SWPPP
Developer/Practitioner
(CA) No. 27085
LEED Accredited
Professional
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17.F

B) SECTION II - PERSONNEL
Project Experience
Lake Drive Storm Drain Replacement
CITY OF ENCINITAS | ENCINITAS CA
Project Designer. Mr. Rocco is providing engineering design services for the Lake Drive Storm Drain Replacement Project, which involves the replacement of approximately 2,000 feet of failed 48” corrugated metal pipe (CMP) with new reinforced concrete pipe (RCP) through an environmentally sensitive canyon area between Lake Drive and Interstate 5 (I-5). The existing system collects runoff from the surrounding developed area and conveys it down a steep slope through a natural canyon and west towards the I-5. Design hydraulic analysis revealed the original pipe was significantly undersized, resulting in the failure of the system within the canyon. Due to the undersized pipe and downstream constraints, designing a new detention basin was necessary to attenuate the peak flows through the canyon. During the design period, due to significant and unusual regional rainfall events, a large sinkhole developed at the top of the project limits, eventually affecting a portion of Lake Drive and local utilities, prompting an emergency response by the City. NV5 worked closely with the City and the emergency construction crews to produce an emergency “interim” design to collect and convey the drainage. At the same time, the failed slope and adjacent roadway were reconstructed.

The “interim” improvements were then incorporated into the final design condition, leading to the detention basin, avoiding the need for additional disturbance of the newly restored area.

Alley Paving Improvements
CITY OF IMPERIAL BEACH | IMPERIAL BEACH, CA
Senior Designer. Mr. Rocco was responsible for the preparation of plans, specifications, and construction estimates of an award-winning “Green Streets” project. Incorporating Low Impact Development techniques and complying with new stormwater regulations, the project paved 13, 20-foot-wide alleys to provide improved access to residences whose homes front the alleyways. The improved alley design called for a ‘V’-shaped cross-section with a 2-foot strip of previous concrete along the center flowline with filtration material and an underdrain connecting to an existing storm drain system. In instances where no outfall was available, the underdrain was connected to a new dry well structure, which provided additional water quality benefits.

In addition to providing an all-weather driving surface, drainage improvements, and water quality enhancements, the project repaired deteriorating sewer mains and relocated existing overhead utility poles within the City’s right-of-way.

MICHAEL ROCCO
Civil Engineering/Design
Mr. Rocco is a Senior Civil Designer with more than 22 years of experience. He is highly proficient in AutoCAD and AutoCAD Civil3D. He has experience working on projects in all phases, from concept to construction. He excels in the development of complete plan sets, understands the importance of plan presentation and construction details, effectively uses digital terrain model surfaces and field data provided by survey teams, and is able to review geotechnical data to assist with earthwork quantity calculations.

His experience includes construction management and field inspection. He has the technical experience to lead plan development for roadway geometric layout, site design, grading, retaining walls, striping, signing, and traffic control.

CONTACT INFO
[email protected]

EXPERIENCE
22 years

EDUCATION
AutoCAD University
NV5 Project Manager
Course

LICENSES/CERTIFICATES
CADD Drafting & Technical
Drawing Certificates

AFFILIATIONS
American Public Works
Association (APWA)
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 17 Page 174 of 224

17.F

Project Experience
Avenue 66 Transmission Phase 2
COACHELLA VALLEY WATER DISTRICT | COACHELLA VALLEY, CA
Survey Manager. As a sub to Dudek, NV5 provided design surveying services for CVWD’s Avenue 66 Transmission Phase 2 project, which included Aerial Topography, cross sections along Avenue 66, location of right-of- way and property lines, preparing legal descriptions and plats for easements for the proposed waterline, and base mapping. The project was delivered on schedule and within budget.

Hacienda Avenue Spa Zone Street Improvements
CITY OF DESERT HOT SPRINGS | DESERT HOT SPRINGS, CA
Survey Manager. Mr. Fahrion is managing the survey services for the City’s Hacienda Avenue Spa Zone Street Improvements project. The improvement project extends from Tamar Drive to the city limits/Long Canyon Road. The purpose of the project is to provide pedestrian and bicycle safety infrastructure improvements. There are currently no bike lanes along this 1.9-mile segment of Hacienda Avenue. The project proposes to construct 10,341 feet of sidewalks, 9,450 square feet of safety medians, 42 ADA ramps, 8,528 feet of buffered bike lanes, 8,872 feet of standard Class II bike lanes, 99 streetlights, 17 crosswalks, and one intersection safety improvement.

NV5’s scope of work includes utility coordination; topographic and right-of-way surveys and preparation of base maps, legal descriptions and plats; pavement investigation and recommendations; preparation of preliminary and final plans, specifications and estimates; environmental documentation; and bid and construction support.

On-Call Public Works Inspection and Plan Check Services CITY OF BEAUMONT | BEAUMONT, CA
Acting City Surveyor. Mr. Fahrion is the Acting City Surveyor for the City of Beaumont under contract with NV5. Mr. Fahrion’s responsibilities include review of all Tract Maps, Parcel Maps, Lot Line Adjustments and Certificate of Corrections prepared in the City. Sign and seal all documents and maps that are required in the duties of the City Surveyor. NV5 reviews all plans and associated technical reports for clarity, format, completeness, and conformance to the City’s grading and roadway criteria, industrystandard design procedures, permit requirements, and conditions of development.

Reviews include improvement, grading, and erosion control plans; sewer and storm drain plans; hydrology and hydraulic reports; water quality reports; geotechnical reports; structural calculations; and cost estimates.

JAY FAHRION, PLS
Survey
Mr. Fahrion has over 43 years of surveying and mapping experience with 32 years in Coachella Valley. His experience includes boundary surveys, ALTA surveys, topographic surveys, construction staking, preparing and processing record of surveys, corner records and parcel maps. His duties also include daily assignment of field and office work, managing field and office personnel, proposal preparation and client development.

CONTACT INFO
[email protected]

EXPERIENCE
43 years

LICENSES/CERTIFICATES
Professional Land Surveyor
(CA) No. 8207
AQMD PM-10 Certificate
American Congress on
Surveying and Mapping
course on various
surveying specialties
completed

B) SECTION II - PERSONNEL
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B) SECTION II - PERSONNEL
Project Experience
Lake Drive Storm Drain Replacement
CITY OF ENCINITAS | ENCINITAS, CA
Project Engineer. Ms. Peterson is providing engineering design services for the Lake Drive Storm Drain Replacement Project, which involves the replacement of approximately 2,000 feet of failed 48” corrugated metal pipe (CMP) with new reinforced concrete pipe (RCP) through an environmentally sensitive canyon area between Lake Drive and Interstate 5 (I-5). The existing system collects runoff from the surrounding developed area and conveys it down a steep slope through a natural canyon and west towards the I-5. Design hydraulic analysis revealed the original pipe was significantly undersized, resulting in the failure of the system within the canyon.

Due to the undersized pipe and downstream constraints, designing a new detention basin was necessary to attenuate the peak flows through the canyon. During the design period, due to significant and unusual regional rainfall events, a large sinkhole developed at the top of the project limits, eventually affecting a portion of Lake Drive and local utilities, prompting an emergency response by the City. NV5 worked closely with the City and the emergency construction crews to produce an emergency “interim” design to collect and convey the drainage. At the same time, the failed slope and adjacent roadway were reconstructed. The “interim” improvements were then incorporated into the final design condition, leading to the detention basin, avoiding the need for additional disturbance of the newly restored area.

On-Call Stormwater/Wastewater Support Services
CITY OF CORONADO | CORONADO, CA
Assistant Project Manager. NV5 served as a subconsultant to LaRoc Environmental, supporting the City with strategic planning and implementation of programs for everchanging permits and regulations. Jennifer served as Assistant Project Manager, actively contributing to Development Review and Construction Inspections, while also providing supervision and direction to staff for all contract-authorized tasks. The LaRoc/NV5 team provided a variety of stormwater, wastewater permit and program management services to the City, including permit counter support to the Development Planning Department. We supported compliance activities for the preparation of the Jurisdictional Runoff Management Plan and its implementation: SWQMP and development review support, construction WPCPs erosion plans, and SWPPPs by a QSD, inspections, monitoring and testing, meeting attendance, permit reissuance review and comments, annual reporting and other services. Inspection services included maintaining inventories, preparing form templates, preparing inspection reports, and supporting issuance of enforcement actions.

JENNIFER PETERSON, PE, CFM, QSD/P, CPESC, LEED AP
Stormwater Compliance
Ms. Peterson is an engineering manager with 27 years of focused experience working in the water resources field and managing stormwater quality and drainage projects — from the planning stages all the way through design and construction. She has managed stormwater programs for various agencies throughout the state, which has included preparation and review of technical documents, creating tools for efficient plan check reviews, stormwater permitting training, review and editing of technical specifications, and management of various stakeholders and subconsultant staff (both design and field).

CONTACT INFO
jennifer.peterson
@nv5.com

EXPERIENCE
27 years

EDUCATION
B.S. Civil Engineering

LICENSES/CERTIFICATES
Civil Engineer (CA)
No. 67821
Qualified SWPPP
Developer
Qualified SWPPP
Practitioner
Certified Floodplain
Manager
Certified Professional
in Erosion & Sediment
Control
LEED Accredited
Professional
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B) SECTION II - PERSONNEL
Project Experience
Lake Drive Storm Drain Replacement

CITY OF ENCINITAS
Project Engineer. Mr. Lyle is providing engineering design services for the Lake Drive Storm Drain Replacement Project, which involves the replacement of approximately 2,000 feet of failed 48” corrugated metal pipe (CMP) with new reinforced concrete pipe (RCP) through an environmentally sensitive canyon area between Lake Drive and Interstate 5 (I-5). The existing system collects runoff from the surrounding developed area and conveys it down a steep slope through a natural canyon and west towards the I-5. Design hydraulic analysis revealed the original pipe was significantly undersized, resulting in the failure of the system within the canyon. Due to the undersized pipe and downstream constraints, designing a new detention basin was necessary to attenuate the peak flows through the canyon. During the design period, due to significant and unusual regional rainfall events, a large sinkhole developed at the top of the project limits, eventually affecting a portion of Lake Drive and local utilities, prompting an emergency response by the City. NV5 worked closely with the City and the emergency construction crews to produce an emergency “interim” design to collect and convey the drainage. At the same time, the failed slope and adjacent roadway were reconstructed.

The “interim” improvements were then incorporated into the final design condition, leading to the detention basin, avoiding the need for additional disturbance of the newly restored area.

Bradley Road Bridge
CITY OF MENIFEE | MENIFEE, CA
Project engineer responsible for the hydraulic evaluation of an approximately 350-foot-long triple-span Bradley Road bridge. Design discharges for Salt Creek were coordinated and verified with Riverside County Flood Control and Water Conservation District (RCFCWCD). Hydraulic analyses (HEC-RAS) of the creek included modeling the existing low-water crossing (pre-project conditions) and proposed bridge (post-project conditions) to determine the hydraulic impacts of the bridge crossing. In addition to evaluating the water surface elevation and velocity impacts of the proposed bridge, scour calculations were performed to support proposed scour mitigation measures at the abutments and piers. Additional tasks that were performed include sediment transport analyses to evaluate long-term aggradation/degradation and a Conditional Letter of Map Revision for FEMA processing and approval. A drainage study was also performed for the proposed roadway improvements and in accordance with RCFCWCD drainage design standards. Technical analyses were performed to support the design of storm drain improvements, drain inlets, and riprap outlet pads. The storm drain design required a balancing of avoiding the numerous utility crossings in Bradley Road, and meeting the hydraulic grade line challenges due to flat grades.

SCOTT LYLE, PE, CFM, QSD/QSP
Stormwater Compliance/Hydrology & Hydraulics
Mr. Lyle has more than 39 years of experience in the management and design of a wide variety of multi-objective water resources projects, including flood control channels, watershed analyses, detention basins, master plans, and storm drain design. He also has extensive experience in stormwater modeling, including hydrologic, hydraulic analyses and detention routing using various public agency design standards. A partial list of agencies includes Riverside County Flood Control District and Water Conservation District, San Diego County, and San Bernardino County.

CONTACT INFO
[email protected]

EXPERIENCE
39 years

EDUCATION
Graduate Studies in
Environmental Hydrology
B.S. Civil Engineering

LICENSES/CERTIFICATES
Civil Engineer (CA)
No. C44062
Certified Floodplain
Manager (CA)
No. 99-00013
Qualified SWPPP
Developer/Practitioner
No. 00817
Graduate Certificate in
Coast Engineering

AFFILIATIONS
American Society of Civil
Engineers (ASCE)
Association of Floodplain
Managers (ASFPM)
San Diego County
Hydrology Manual
Development Committee
2003, Member
Floodplain Management
Association (FMA), Past
Board Member
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17.F

B) SECTION II - PERSONNEL
Project Experience
Lake Drive Storm Drain Replacement

CITY OF ENCINITAS
Project Engineer. Mr. Grace is providing engineering design services for the Lake Drive Storm Drain Replacement Project, which involves the replacement of approximately 2,000 feet of failed 48” corrugated metal pipe (CMP) with new reinforced concrete pipe (RCP) through an environmentally sensitive canyon area between Lake Drive and Interstate 5 (I-5). The existing system collects runoff from the surrounding developed area and conveys it down a steep slope through a natural canyon and west towards the I-5. Design hydraulic analysis revealed the original pipe was significantly undersized, resulting in the failure of the system within the canyon. Due to the undersized pipe and downstream constraints, designing a new detention basin was necessary to attenuate the peak flows through the canyon. During the design period, due to significant and unusual regional rainfall events, a large sinkhole developed at the top of the project limits, eventually affecting a portion of Lake Drive and local utilities, prompting an emergency response by the City. NV5 worked closely with the City and the emergency construction crews to produce an emergency “interim” design to collect and convey the drainage. At the same time, the failed slope and adjacent roadway were reconstructed.

The “interim” improvements were then incorporated into the final design condition, leading to the detention basin, avoiding the need for additional disturbance of the newly restored area.

Drainage Study Reviews
CITY OF IMPERIAL BEACH | IMPERIAL BEACH, CA
Project Engineer. Performed drainage study reviews on behalf of the City of Imperial Beach. Duties included: drainage study reviews, ensuring submitted drainage reports adhered to the City’s standards, and providing review comments to be addressed for approval. Projects reviewed include Eight Alley Paving Project, 1337 Molly Ave, 245 Evergreen Ave.

Broadway Channel Hydraulic Analysis and Improvements
CITY OF EL CAJON | EL CAJON, CA
Project Engineer. NV5, Inc. has been retained by the City of El Cajon to perform hydrologic and hydraulic analyses to support construction services to improve Broadway Earthen Channel through implementation of flood control improvements and habitat restoration in El Cajon, Calif. The channel has experienced scouring and depositional migration, as well as overgrowth of invasive species. Due to these issues, the channel is unable to covey required flows generated from small storm events.

Duties included: hydraulic analyses.

THOMAS GRACE, EIT
Hydrology & Hydraulics
Mr. Grace is a registered Engineer-in-Training with over 24 years of experience specializing in hydrologic and hydraulic engineering for urban drainage facilities, flood control improvements, floodplain studies and water quality compliance documentation.

His work includes preliminary and final engineering design phases, as well as SWPPP and SUSMP documentation. He is skilled in using HEC-RAS, Auto-CAD, WSPG, HECHMS, FlowMaster, CulvertMaster, HY-8, CivilCAD, AES Model, Pond Pack, StormCAD, and SWMM.

CONTACT INFO
[email protected]

EXPERIENCE
24 years

EDUCATION
B.S. Civil Engineering

LICENSES/CERTIFICATES
Engineer in Training, CA
No. 103177
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 21 Page 178 of 224

17.F

Project Experience
Lake Drive Storm Drain Improvements
CITY OF ENCINITAS | ENCINITAS, CA
Principal-in-Charge/QA/QC. The project included removal and replacement of approximately 2,000 linear feet of existing 48-inch Corrugated Metal Pipe (CMP) and associated appurtenances from the curb inlet along Lake Drive west through the canyon to the I-5 freeway. The existing alignment will be replaced with new pipes and appurtenances of similar size. The new storm drain will generally follow the same alignment to preserve existing hydraulic conditions and minimize site disturbances as much as possible. Geotechnical investigation included twelve (12) hand auger borings and Dynamic Cone Penetrometer Tests (DCPs) located along the project alignment. Lab tests evaluated geotechnical engineering properties of subsurface materials.

Sunnymead-Flaming Arrow Drive Storm Drain
CITY OF MORENO VALLEY | MORENO VALLEY, CA
Principal-in-Charge/QA/QC. The project included installation of approximately 1,200 lineal feet of 24-inch diameter polypropylene pipe (PP) storm drain between Station 9+97 to Station 23+05. Installation of the pipe was performed by cut-and-cover methods with the invert elevation generally 5 to 7 feet below finish grade with localized depths up to approximately 8 feet below finished grade. Soil (field and laboratory) and asphalt (field and laboratory) testing was conducted during backfill. Concrete sample testing for catch basin apron, maintenance holes, and cross gutter.

North Indio Regional Flood Control Project, Phase 2
COACHELLA VALLEY WATER DISTRICT | INDIO, CA
Geotechnical Project Manager. NV5 is providing soil (field and laboratory) and concrete (field and laboratory testing) for the project, which includes construction of 16,000 LF of channel improvements (consisting of 2,500 LF of RCB culverts, 8,700 LF of concrete lined trapezoidal channels, 3,200 LF of rectangular concrete channels, and 1,600 LF of concrete channel transition structures). The work includes construction of 2 upstream inlets and 1 downstream outlet, with concrete headwalls, wingwalls, aprons, buried side slope and scour protection. The work at the crossing of 6 existing public streets includes construction of reinforced concrete box culverts, utility relocations, and street reconstruction.

CONTACT INFO
[email protected]

EXPERIENCE
25 years

EDUCATION
Ph.D. Civil Engineering
M.S. Civil Engineering
(Geotechnical)
B.S. Civil Engineering

LICENSES/CERTIFICATES
Geotechnical Engineer (CA)
No. 2886
Civil Engineer (CA)
No. 71115

AFFILIATIONS
American Public Works
Association (APWA) -
Member
American Indian Science
and Engineering Society
(AISES) - Member
National Society of Black
Engineers (NSBE) –
Lifetime Member
Society of American
Military Engineers (SAME)
- Member
CARL HENDERSON, Ph.D, PE, GE
Geotechnical Engineering
Dr. Henderson has more than 25 years of experience performing geotechnical evaluations for a wide variety of projects, including water and wastewater, bridges, highways, roadways, embankments, levees, buildings, land development, commercial and industrial facilities. He has extensive experience with embankment construction and stability evaluations for many large roadway construction projects in California.

Over the last 12 years, he has served as the Senior Geotechnical Project Manager and Geotechnical Project Manager for some of the largest highway and bridge projects within San Joaquin County.

B) SECTION II - PERSONNEL
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 22 Page 179 of 224

17.F

Project Experience
Indian Canyon Stormwater & Road Improvements

PALM SPRINGS, CA
Geotechnical Engineer on Record. This project included the construction of two bridges (crossing over the channel), temporary roads and temporary stormwater rerouting system.

Culver Boulevard Stormwater Treatment Project
CITY OF CULVER CITY | CULVER CITY, CA
Geotechnical Engineer on Record. The project consisted of two major components.

The first major component was the Culver Boulevard Realignment from Sepulveda Boulevard to Elenda Street. The second component was the Culver Boulevard Stormwater Treatment feature, consisting of the construction of a subsurface stormwater treatment capture facility along Culver Boulevard beneath the existing median. The project provided multiple benefits consisting of water quality improvements, sustainable water supply, community enhancement, and safety.

Capital Improvement Projects
CULVER CITY | CULVER CITY, CA
Geotechnical Engineer on Record. Mr. Popalzai worked on capital improvement projects for Culver City that included the following: equipment improvement projects, facilities improvement projects, parking improvement projects, parks & park facilities projects, sewer improvement projects, street & alley improvement projects, technology improvement projects, traffic signal & lighting improvement projects, urban runoff management projects, and other improvement projects.

Various School Districts

BEVERLY HILLS UNIFIED SCHOOL DISTRICT, GLENDALE AND SANTA ANA, CA Mr. Popalzai managed materials testing, geotechnical site investigation, liquefaction analysis, settlement analysis, foundation design, pavement design, and geotechnical reports for these various school districts.

Yucaipa Boulevard Street Improvements
CITY OF YUCAIPA | YUCAIPA, CA
Mr. Popalzai provided technical support to laboratory and field testing and inspection staff for this project. He prepared and reviewed quality-related program documents.

CONTACT INFO
[email protected]

EXPERIENCE
21 years

EDUCATION
M.S. Geotechnical
Engineering
B.S. Civil Engineering

LICENSES/CERTIFICATES
Civil Engineer (CA)
No. 77336

SHAFIQ POPALZAI, PE
Geotechnical Engineering
Mr. Popalzai has over 20 years of experience being closely involved with clients and projects in order to form strong alliances and long-lasting working relationships.

His geotechnical-related experience includes a wide variety of projects throughout California. During his career, Mr. Popalzai has worked on roadways, electric and gas lines, water pipelines, residential, commercial, schools, transportation, rail, landslide remediation, and with federal, state, K-14 and local regulatory agencies and forensics projects.

B) SECTION II - PERSONNEL
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 23 Page 180 of 224

17.F

ANTHONY PERALTA
Utility Survey (AirX)
Mr. Peralta is an experienced Locator with 17 years of experience. Mr. Peralta has performed standard locating and mark-out following One-Call system procedures and prioritizing and routing tickets with the use of a computer system. Mr. Peralta has obtained most of his experience locating for Southern CA Edison - Power, Fiber, Oil, AT&T, Frontier, Verizon, Cox Communication, AT&T Naval, reclaimed water, storm drain, sewer, fiber, traffic signals, MWDSC, Anaheim Water and Verizon Wireless. Anthony is also well-versed in reading and understanding utility maps, prints and aerial imagery to assist in identification of underground utility assets

CONTACT INFO
[email protected]

EXPERIENCE
17 years
Project Experience
Modjeska Grade Rd. Storm Drain Design Project
ORANGE COUNTY PUBLIC WORKS | SILVERADO, CA
Orange County Public Works requested that AirX Utility Surveyors, Inc. provide Utility Locating/GPR, CAD Mapping, Potholing & Asphalt Hot Patching services. The purpose of this project was to support design for Modjeska Grade Road Storm Drain Design.

Mr. Peralta provided project management for this 10-day Utility Locating/GPR & CAD Mapping Project.

BNSF 3MT Martinez to Bear Valley Road
TKDA | HESPERIA
The purpose of this project was to help the client in support of the design for a new BNSF Railway. AirX Utility Surveyors, Inc. provided Utility Locating/GPR & CAD Mapping for this 6-mile alignment. Mr. Peralta provided project management for this 14-day Utility Locating/GPR Mark-Out & CAD Mapping Project.

SCG AltAir
WESTLAND GROUP, INC. | LONG BEACH, LAKEWOOD, BELLFLOWER & PARAMOUNT The purpose of this project was to design a new High Pressure Gas Transmission Line for So Cal Gas. This is a high priority line that will service the new AltAir Transmission Plant in the City of Paramount. AirX Utility Surveyors, Inc. provided Utility Locating/GPR, Mapping & Potholing services. Mr. Peralta provided project management for this 25- day Utility Locating/GPR Mark-Out in support of the potholing efforts.

Water Main Replacement Project, UT1060
KLEINFELDER | ONTARIO
AirX Utility Surveyors, Inc. provided Utility Locating/GPR, Utility Mapping, Potholing & Asphalt Hot Patching services. The purpose of this project was to support the design for 16 separate waterline replacements within the City of Ontario. Mr. Peralta provided project management for this 15-day Utility Locating/GPR & Drone Mapping Project.

B) SECTION II - PERSONNEL
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 24 Page 181 of 224

17.F

JULIE GILBERT
Environmental (Compass Consulting)
Since 1991, Mrs. Gilbert has been an environmental planner and project manager with special expertise in CEQA, NEPA, regulatory compliance, communication/facilitation for resolution of environmental issues, and public image management for public works and private development projects.

CONTACT INFO
julie@compassconsultinginc.com

EXPERIENCE
30 years

EDUCATION
B.A. Journalism

AFFILIATIONS
AEP: Association
of Environmental
Professionals
Project Experience
Magnolia Avenue Bridge Widening CEQA/NEPA Environmental Compliance and Jurisdictional Waters Permitting
CITY OF CORONA | CORONA, CA
Project Manager. Mrs. Gilbert is the Project Manager and Lead Preparer, under a subcontract to a prime engineering firm, for the City’s project to widen the Magnolia Avenue Bridge over the Temescal Wash Channel and its approaches between El Camino Avenue to All American Way, funded through the Federal Transportation Improvement Program. Ms. Gilbert directed all subcontractor work for special studies to be prepared in compliance with NEPA and CEQA and prepared the CEQA Initial Study. Work included development of a detailed Project Description that was used for all project studies, preparing the Preliminary Environmental Study (PES), coordinating the federal and CEQA environmental technical studies, and authoring the CEQA Initial Study/Mitigated Negative Declaration. Her ongoing work includes working with Caltrans District 8 to obtain concurrence on the federal air conformity analysis because the FHWA requirements changed after the PES submittal and during the Project development, and preparing the jurisdictional waters permitting to provide a new storm drain connection to Temescal Wash.

CEQA, NEPA, Jurisdictional Waters Permitting, Biological Opinion Input – San Sevaine Creek Water Project.

COUNTY OF SAN BERNARDINO | SAN BERNARDINO, CA
While with San Bernardino County Flood Control District, Ms. Gilbert completed an 18-month successful effort to negotiate all permits and mitigation requirements with the Bureau of Reclamation, Flood Control District operations staff, and the US Fish and Wildlife Service (USFWS) for the construction of the $40 million regional flood control facility. Ms. Gilbert had been assigned to the project after it had been halted for two years due to stalled environmental negotiations over a newly listed species over which the USFWS had previously issued a jeopardy opinion. As the new project manager, Ms. Gilbert worked directly with engineers to re-design a section of the channel to accommodate the environmental sensitivities and still maintain hydraulic capacity. She then gained concurrence from regulatory agencies regarding mitigation land set-asides and mitigation measures, and prepared the Mitigation Monitoring and Reporting Program plan (MMRP). Ms. Gilbert then prepared amended CEQA and NEPA documents and jurisdictional waters permitting documentation, all of which were also approved. The project was later constructed.

B) SECTION II - PERSONNEL
City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 25 Page 182 of 224

17.F

C) SECTION III -

FEE SCHEDULE

17.F

C) SECTION III - FEE SCHEDULE
Submitted as a separate file.

City of Hemet | Professional Engineering Services for West Hemet Master Drainage Plan Line C – Stage 3 NV5 | 27 Page 184 of 224

17.F

Project Name: West Hemet MDP Line C, Stage 3
Project Number: P28224-0004198.00
Client/Owner: City of Hemet
Project Manager: Matthew Moore
Prepared By: Matthew Moore
Date: May 29, 2024

TASK SUBTOTAL
1 $19,140
2 $128,169
3 $111,710
4 $136,932
5 $92,444
6 $29,724
ODC Other Direct Costs $1,771
TOTAL $519,890

PROFESSIONAL
$92 $135
$92 $185
$145 $245
$170 $92
$190 $170
$190 $190
$215 $220
$220

1.0 x Cost $198

1.15 x Cost $155
24x36 Bond Sheets $3/sheet $330
$15/sheet $445
IRS Rate $190

1.0 x Cost
See Additional Rate Sheet
Construction Manager - FSCM
Senior Engineer/Geologist - PSE
Senior Principal Engineer - PPE
Junior Field Staff - FSJFE

LABOR ESTIMATE

FEE SUMMARY
Senior Staff Engineer/Geologist - PSSE
Bid Support & Engineering Svcs During Construction

TASK NAME
Public Works Technician - OSPWT
Permit Technician - OSPT
Plan Check Engineer I/Assistant Engineer - OSPCE1
1-Person Survey Crew (GPS)(Robotic) - FS1R
1-Person Survey Crew - FS1P

PROFESSIONAL

SURVEYING
In-house Plotting and Reproduction
Plan Check Engineer II/Associate Engineer - OSPCE2
Plan Check Engineer III / Senior Engineer - OSPCE3
Assistant Project Manager - OSAPM
Project Manager - OSPM
Program/Project Director - OSPD
2-Person Survey Crew - FS2P
Associate Field Staff - FSEFE
Senior Field Staff - FSSFE
CA Office: 15092 Avenue of Science #200, San Diego, CA 92128 Subonsultants & other Subcontracts/Vendors
24x36 Mylar
Mileage
Mailings, Courier

GEOLOGY/GEOTECHNICAL SERVICES
Project Management & Coordination
Preliminary Research & Investigation
Preliminary Design
90% PS&E
100% and Final PS&E
Survey Manager - FSSM
3-Person Survey Crew - FS3P

RATE CATEGORIES

EXPENSES

17.F

HOURS $ HOURS $ HOURS $ HOURS $ HOURS $ HOURS $

1.0 Project Management & Coordination
1A Kickoff Meeting 2 $440 2 $430 2 $380 2 $340 $0 $0 8 $1,590 1B Progress Meetings 2 $440 12 $2,580 12 $2,280 6 $1,020 $0 6 $552 38 $6,872 1C Technical Review & Coordination Meetings 4 $880 10 $2,150 8 $1,520 4 $680 $0 4 $368 30 $5,598 1D Project Management & Coordination 4 $880 16 $3,440 4 $760 $0 $0 $0 24 $5,080 Subtotal 12 $2,640 40 $8,600 26 $4,940 12 $2,040 0 $0 10 $920 100 $0 $0 $0 $0 $0 $0 $19,140

2.0 Preliminary Research & Investigation
2A Field Survey and Aerial Topographic Survey $0 2 $430 $0 $0 $0 $0 2 $6,600 $38,439 $45,469 2B Utility Research & Coordination $0 2 $430 24 $4,560 $0 $0 40 $3,680 66 $15,000 $23,670 2C Geotechnical Investigation & Report $0 2 $430 2 $380 $0 $0 $0 4 $54,000 $54,810 2D Plan & Study Review $0 4 $860 8 $1,520 $0 $0 20 $1,840 32 $4,220 Subtotal 0 $0 10 $2,150 34 $6,460 0 $0 0 $0 60 $5,520 104 $6,600 $38,439 $15,000 $54,000 $0 $0 $128,169

3.0 Preliminary Design
3A Preliminary Hydrology and Hydraulics $0 2 $430 4 $760 40 $6,800 $0 80 $7,360 126 $15,350 3B Preliminary Design Plans 2 $440 8 $1,720 16 $3,040 40 $6,800 $0 80 $7,360 146 $19,360 3C Environmental Studies (Compass Consulting) $0 $0 $0 $0 $0 $0 0 $77,000 $77,000 Subtotal 2 $440 10 $2,150 20 $3,800 80 $13,600 0 $0 160 $14,720 272 $0 $0 $0 $0 $77,000 $0 $111,710

4.0 90% PS&E
4A Engineering Plans and Studies (Plan Check 1)
4A1 Hydrology and Hydraulics Calcs and Report $0 2 $430 4 $760 40 $6,800 $0 80 $7,360 126 $15,350 4A2 Draft CLOMR/LOMR Application $0 2 $430 8 $1,520 40 $6,800 $0 80 $7,360 130 $16,110 4A3 Right of Way and Easement Coordination $0 8 $1,720 8 $1,520 8 $1,360 $0 32 $2,944 56 $7,544 4A3 Plans $0 8 $1,720 40 $7,600 44 $7,480 60 $8,700 400 $36,800 552 $62,300 4A4 Specfications $0 2 $430 4 $760 $0 20 $2,900 12 $1,104 38 $5,194 4A5 Estimate $0 2 $430 2 $380 8 $1,360 $0 16 $1,472 28 $3,642 4A6 QA/QC & Constructability Review 8 $1,760 12 $2,580 $0 $0 $0 $0 20 $4,340 4B Environmental Documents (Compass Consulting) $0 4 $860 4 $760 8 $1,360 $0 16 $1,472 32 $18,000 $22,452 Subtotal 8 $1,760 40 $8,600 70 $13,300 148 $25,160 80 $11,600 636 $58,512 982 $0 $0 $0 $0 $18,000 $0 $136,932 SHEET SUBTOTAL 22 $4,840 100 $21,500 150 $28,500 240 $40,800 80 $11,600 866 $79,672 1458 $6,600 $38,439 $15,000 $54,000 $95,000 $0 $395,951 TOTAL FEE $518,119

CITY OF HEMET

FEE PROPOSAL

PROFESSIONAL ENGINEERING SERVICES
WEST HEMET MDP LINE C, STAGE 3
TASK
NO.

PROJECT

WORK DESCRIPTION DIRECTOR

PROJECT

MANAGER TECHNICIAN ASSISTANT ENGINEER

ASST PM /
SENIOR

ENGINEER
TOTAL
FEE
Other Direct
Costs
Subtask
Subtotal
Hours
NV5 Survey
Crew
Compass
Consulting
(Environmental /
CEQA)
AeroTech
Mapping, Inc.

NV5
Geotechnical &
Subs

ASSOCIATE

ENGINEER
AirX Utility
Services
Subconsultant

17.F

HOURS $ HOURS $ HOURS $ HOURS $ HOURS $ HOURS $

5.0 100% Final PS&E
5A 100% Submittal (Plan Check 2) $0 $0 $0 $0 $0 $0 0 $0 5A1 Hydrology and Hydraulics Report $0 2 $430 2 $380 20 $3,400 $0 40 $3,680 64 $7,890 5A2 Structrual Calculations and D-Load Calculations $0 $0 16 $3,040 $0 $0 4 $368 20 $3,408 5A3 Right of Way and Easement Coordination 2 $440 8 $1,720 8 $1,520 $0 $0 20 $1,840 38 $5,520 5A4 100% Plans 8 $1,760 16 $3,440 16 $3,040 36 $6,120 52 $7,540 160 $14,720 288 $36,620 5A5 100% Specifications $0 2 $430 4 $760 $0 16 $2,320 16 $1,472 38 $4,982 5A6 100% Estimate $0 2 $430 2 $380 8 $1,360 $0 12 $1,104 24 $3,274 5A6 Draft Construction SWPPP $0 $0 8 $1,520 $0 $0 48 $4,416 56 $5,936 5A8 Water Quality Management Plan (if required) $0 $0 2 $380 $0 $0 24 $2,208 26 $2,588 5B 100% Submittal (Plan Check 3) 4 $880 8 $1,720 8 $1,520 20 $3,400 40 $5,800 80 $7,360 160 $20,680 5C Final Submittal (Mylar) $0 2 $430 2 $380 $0 $0 8 $736 12 $1,546 Subtotal 14 $3,080 40 $8,600 68 $12,920 84 $14,280 108 $15,660 412 $37,904 726 $0 $0 $0 $0 $0 $0 $92,444

6.0 Bid Support and Enginering Support Services During
Construction
6A Bid Support
6A1 Bid Package 1 $220 2 $430 4 $760 $0 $0 16 $1,472 23 $2,882 6A2 Response to Bidder's Questions 1 $220 4 $860 8 $1,720 16 $2,720 $0 20 $1,840 49 $7,360 6A3 Bid PS&E Amendments in Response to Bidders Questions 1 $220 4 $860 4 $860 8 $1,360 $0 16 $1,472 33 $4,772 6B Engineering Support Services During Construction
6B1 RFI Responses $0 4 $860 8 $1,520 8 $1,360 8 $1,160 12 $1,104 40 $6,004 6B2 Submittal/Shop Drawing Reviews $0 4 $860 4 $760 4 $680 4 $580 24 $2,208 40 $5,088 6B3 As-built Record Drawings 1 $220 2 $430 4 $760 $0 $0 24 $2,208 31 $3,618 Subtotal 4 $880 20 $4,400 32 $7,040 36 $7,920 12 $2,640 112 $24,640 216 $0 $0 $0 $0 $0 $0 $29,724 SHEET SUBTOTAL 18 $3,960 60 $13,000 100 $19,960 120 $22,200 120 $18,300 524 $62,544 942 $0 $0 $0 $0 $0 $0 $122,168 TOTAL FEE $518,119

FEE PROPOSAL

CITY OF EL HEMET

PROFESSIONAL ENGINEERING SERVICES
WEST HEMET MDP LINE C, STAGE 3
TASK
NO. WORK DESCRIPTION

PROJECT

DIRECTOR

PROJECT

MANAGER

ASST PM /
SENIOR

ENGINEER

ASSOCIATE

ENGINEER

ASSISTANT
ENGINEER TECHNICIAN NV5 Survey AeroTech
Mapping, Inc.

AirX Utility
Surveyors
(Utility
Location)
NV5
Geotechnical
& Subs
Subtask
Subtotal
Hours
Compass
Consulting
(Environmental /
CEQA)
Other Direct
Costs
TOTAL
FEE

17.F

NV5 West Hemet MDP Line C, Stage 3 Direct Costs
Task Subtask Description Quantity Unit Unit Cost Cost
1 1A Mileage 142 mile $0.67 $95.14
1C Mileage 800 mile $0.67 $536.00
1D Mileage 284 mile $0.67 $190.28
3 3B 24"x36" Bond Plots 25 ea $2.00 $50.00
4 4A3 24"x36" Bond Plots 100 ea $2.00 $200.00
5 5A4 24"x36" Bond Plots 100 ea $2.00 $200.00
5B 24"x36" Bond Plots 100 ea $2.00 $200.00
5C 24"x36" Mylar Plots 20 ea $15.00 $300.00
TOTAL $1,771

DESCRIPTION TOTALS

17.F

Project Name: West Hemet MDP Line C, Stage 3
Project Number: P28224-0004198.00
Client/Owner: City of Hemet
Project Manager: Matthew Moore
Prepared By: Matthew Moore
Date: May 29, 2024
Task Fee Assumptions
1A One in-person kick-off meeting at City of Hemet (with main NV5 staff) 1B Twelve (12) teleconference progress meetings
1C Four (4) in-person technical meetings
1D Monthly progress reports and invoicing
2A - Survey Should any existing survey monuments shown on this survey be disturbed or destroyed: Filing/recording any Records of Survey or corner records is excluded from the fixed fee portion of this proposal.

This proposal is based on assumption of Prevailing Wage project in the State of California.

The topographic survey will include the existing Seattle Basin and Cavendish Basin so that the data is available if needed for running and checking hydrology and hydraulic impacts.

The basis of control will be the California State Plane Coordinate system of NAD’83, observed at 2010.00.

Elevations will be based on NAVAD88 vertical datum. The survey will be delivered at 40 scale showing one-foot contours and prominent surface features over the proposed area to U.S. mapping standards. A color Ortho Photo will be provided.

Assumed two (2) days for two-man survey crew for aerial survey preparation and surface feature data collection.

Aerial topographic survey by AeroTech Mapping, Inc.
2C - Geotechnical NV5 anticipates that all proposed exploration locations will be located in the City right-of-way. Therefore, NV5 will prepare the necessary encroachment/traffic control permit. Traffic control plans will be prepared and submitted.

NV5 assume that up to 3 boring-specific traffic control plans or signed and stamped plans will be required. NV5 assumes the City will issue a no fee encroachment permit. Fees for any required permit(s), either with the City of Hemet or Riverside County, have not been included in this proposal.

Field reconnaissance of the site and mark out of the proposed boring locations. Underground Service Alert (USA) will be notified for subsurface utility clearance prior to excavation. In addition, NV5 will also utilize a subcontractor to conduct a private utility clearance of the proposed exploratory boring locations. Any available subsurface utility information should also be provided to NV5 prior to initiating field exploration to reduce the potential for damaging existing utilities at the site.

NV5 will conduct up to ten (10) exploratory borings to final depths ranging from approximately 5- to 35-feet below ground surface (bgs), or practical refusal, using a hollow-stem auger truck mounted drill rig. The subsurface explorations will consist of the following:
oTwo (2) exploratory borings will be drilled to a depth of approximately 35-feet bgs, or practical refusal; oFour (4) exploratory borings will be drilled to a depth of approximately 20-feet bgs, or practical refusal; and oTwo (2) exploratory borings will be drilled to a depth of approximately 15-feet bgs, or practical refusal, and; oTwo (2) exploratory borings will be drilled to a depth of approximately 5-feet bgs, or practical refusal. oThe borings will be backfilled with soil cuttings. Exploratory borings located in paved areas will be patched with Aquaphalt™ cold patch. NV5 assumes hot patching will not be required by the City. If hot patching is required as part of the encroachment permit conditions, additional fees will apply and a change order will be prepared.

The two (2) 15-foot borings and the two (2) 5-foot borings will be used for percolation testing to determine preliminary infiltration rates. NV5 assumes the City of Hemet will make available a no fee, metered water source near the project site for percolation testing.
oThe percolation testing to evaluate “preliminary” stormwater infiltration rates will be performed in general accordance with Riverside County Flood Control and Water Conservation District Design Handbook for Low Impact Development Best Management Practices, Appendix A – Infiltration Testing, dated September 2011 https://rcwatershed.org/permittees/riverside-county-lid-bmp-handbook/. oUpon completion of infiltration testing the four (4) test borings will be backfilled with soil cuttings.

17.F

Project Name: West Hemet MDP Line C, Stage 3
Project Number: P28224-0004198.00
Client/Owner: City of El Hemet
Project Manager: Matthew Moore
Prepared By: Matthew Moore
Date: May 29, 2024
Task Fee Assumptions (contintued)
2C - Geotechnical (Contintued)
NV5 has assumed that the excess soil cuttings can be spread thin at the ground surface in unpaved areas adjacent to the exploratory borings. If suspect hazardous materials are encountered during the field activities, the drilling will be stopped so as not to generate potentially hazardous waste and the project team will be immediately notified.

The materials encountered in the exploratory borings will be logged by an NV5 geologist or engineer.

Representative and select materials encountered will be retrieved, labeled in the field, and transported to NV5’s laboratory for observation, engineering analysis, and laboratory testing Performance of appropriate laboratory testing of representative samples of the soils encountered. Laboratory tests may include in-situ density (ASTM D2937) and moisture content (ASTM D2216), soil classification/sieve analysis/200-wash (ASTM D422 and ASTM D1140), direct shear (ASTM D3080), Atterberg limits (ASTM D4318), expansion index (ASTM D4829), consolidation (ASTM D2435), and corrosivity testing including pH, resistivity, sulfate content and chloride content (CTM 414, CTM 422, CTM 532 and CTM 634).

Preparation of a report for the site summarizing the results of the geotechnical investigation and presenting recommendations, from a geotechnical standpoint regarding the proposed construction. The report will include a discussion of the surface and subsurface conditions, infiltration rate and groundwater conditions. Other items addressed will include geologic and earthquake engineering assessment, identifying geologic hazards associated with the site such as faulting, seismic shaking and liquefaction potential. The report will include recommendations for site preparation and earthwork, expansive potential of the on-site soils, infiltration of existing soils, foundation type and bearing capacity, temporary excavations, seismic design parameters, soil corrosion potential, site drainage, and other geotechnical parameters relevant to the proposed construction.

The project is subject to prevailing wages.

All work will occur within normal work-day hours, Monday through Friday and drilling operations will be performed in a single mobilization. Any work to be performed outside of these hours or on the weekend will be subject to an additional fee.

Riverside County boring permits are not required based on current guidelines.

NV5 anticipates that all proposed exploration locations will be located in the City right-of-way. Therefore, NV5 will prepare the necessary encroachment/traffic control permit. General traffic control plans will be prepared and 3 site specific plans will be stamped and submitted. NV5 assumes the City will issue a no fee encroachment permit.

Fees for any required permit(s), either with the City of Hemet or Riverside County, have not been included in this proposal.

Boring locations will be accessible truck-mounted hollow-stem auger drill rig and clear of parked vehicles and other obstructions.

The exploratory borings will be backfilled with soil cuttings. Exploratory borings located in paved areas will be patched with Aquaphalt™ cold patch. NV5 assumes hot patching will not be required by the City. If hot patching is required as part of the encroachment permit conditions, additional fees will apply and a change order will be prepared.

NV5 assumes the City of Hemet will make available a no fee, metered water source near the project site for percolation testing
NV5 has assumed that the excess soil cuttings can be spread thin at the ground surface adjacent to the exploratory borings. This scope does not include any testing of hazardous materials. If Hazardous soil or materials are encountered, field operations will be stopped and you will be contacted.

17.F

Project Name: West Hemet MDP Line C, Stage 3
Project Number: P28224-0004198.00
Client/Owner: City of El Hemet
Project Manager: Matthew Moore
Prepared By: Matthew Moore
Date: May 29, 2024
Task Fee Assumptions (contintued)
2C - Geotechnical (Contintued)

17.F

Project Name: West Hemet MDP Line C, Stage 3
Project Number: P28224-0004198.00
Client/Owner: City of El Hemet
Project Manager: Matthew Moore
Prepared By: Matthew Moore
Date: May 29, 2024
Task Fee Assumptions (contintued)
3A - Preliminary
H&H
It is assumed that previous hydrology studies for Line C have been conducted to a level to which the previous data can be utilized to readily determine ultimate condition project design flows for the channel. The level of effort assumes the preparation of a hydrology study utilizing previous data within a new model that reflects the currently proposed channel alignment and tributary outlet points. 3B - Preliminary
Design
Street widening and improvement plans along Devonshire Avenue and Cawston Avenue are excluded (not part of the flood control facility).

Landscape and irrigation plans are excluded. It is assumed that the flood control channel will have a natural bottom with rock rip-rap (or other erosion protection) side slopes, and that the areas outside the channel will not require landscaping associated with this flood control project.

Modifications to Seattle Basin and its facilities on the east side of Cawston Avenue and modifications to Cavendish Basin on the south side of Devonshire Avenue.
4A2 -

CLOMR/LOMR
The FEMA Zone A floodplain at the intersection of Cawston Avenue and Devonshire Avenue may require processing a conditional Letter of Map Revision (CLOMR) to remove the Zone A boundary within Tract 36759 (Tres Cerritos East Development), if warranted based on engineering review and analysis. If grading/fill is required within the Zone A floodplain, then a CLOMR is typically required to be obtained prior to the start of grading. Based on the limits of the Zone A floodplain and the channel alignment, it appears that the Project will encroach into the Zone A floodplain and a CLOMR will be required. Therefore, 40 hours were budgeted to evaluate this floodplain area and prepare a CLOMR application for review and concurrence by the City prior to submittal to FEMA. FEMA application processing fees are not included in our fee. 4A3 -
ROW/Easement
NV5 will provide electronic copies of the channel alignment and required flood control easement limits to the City and RCFC&WCD for coordination with the developer who will dedicate the necessary right of way for RCFCD&WCD operation and maintenance.
4B -
Environmental
Documents
NV5 fee does not include permit agency fees.
6 - Bid Support
and Engineering
Support Services
During
Construction
NV5 construction management including day to day on-site deputy inspection, monitoring, and reporting is excluded.

17.F

2024 FEE SCHEDULE

PROFESSIONAL STAFF
Personnel
Senior Principal Engineer / Geologist $245.00/hr.

Principal Engineer / Geologist $225.00/hr.

Associate Engineer / Geologist $205.00/hr.

Senior Engineer / Geologist $185.00/hr.

Project Engineer / Geologist $155.00/hr.

Senior Staff Engineer / Geologist $135.00/hr.

Staff Engineer / Geologist $120.00/hr.

Senior CQA Manager $170.00/hr.

Project Manager $150.00/hr.

Field Supervisor $150.00/hr.

Administration Staff $75.00/hr.

FIELD STAFF
Non-Prevailing Wage
Prevailing
Wage*
08/2023 -
07/2024
Prevailing
Wage*
08/2024 -
07/2025
Soil / ACI Technician I $80.00 $112.00 $117.00 /hr.
- Vehicle Charge $100.00 /day
- Equipment Charge $5.00 /hour
ICC Special Inspector I (Concrete, Masonry, Steel, Bolt, Fireproofing) $82.00 $115.00 $120.00 /hr.

Certified Welding Inspector I $87.00 $115.00 $120.00 /hr.

NDT Technician $105.00 $117.00 $123.00 /hr.

Laboratory Technician $80.00 $80.00 $80.00 /hr.

Ground Penetrating Radar (Technician and Equipment) $163.00 $198.00 $198.00 /hr.

Coring Equipment Fee $70.00 $70.00. $70.00 /hr.

Torque/Pull Testing (Technician and Equipment) $100.00 $125.00 $130.00 /hr. "Wildcat”, 35-lb hammer Dynamic Cone Penetrometer (DCP) with tech $400.00 $400.00 $400.00 /hr.

Lightweight 5-lb Gas Dynamic Cone Penetrometer (DCP) equip with tech $180.00 $180.00 $180.00 /hr.

Seismic Refraction Survey Using Geode 24-Channel Seismodule $3,150.00 $3,150.00 $3,150.00 Fall of Potential Ground Testing (Ground Rod Test) - Initial Test $975.00 $975.00 $975.00 Fall of Potential Ground Testing (Ground Rod Test) - Subsequent Test $585.00 $585.00 $585.00 Pick-Up $80.00 $80.00 $80.00 /hr.

LABORATORY FEE SCHEDULE
Asphalt Concrete
Asphalt Mix Design Review $375.00/ea.

Hveem Stability $215.00/ea.

Hveem Unit Weight Sample Requiring Compaction $200.00/ea.

Marshall Stability, Flow & Unit Weight 210.00/ea. (per test specimen) Maximum Theoretical Unit Weight (Rice) $210.00/ea.

Extraction - Ignition Oven (including gradation) $245.00/ea.

Percent Swell $160.00/ea.

Unit Wt Compacted Sample (Specific Gravity) $95.00/ea.

Aggregates
Absorption Test, Coarse Aggregate $54.00/ea.

NV5 Geotechnical Fee Schedule

17.F

LABORATORY FEE SCHEDULE (CONTINUED)
Absorption Test, Fine Aggregate $54.00/ea.

Clay Lumps & Friable Particles $135.00/ea.

Cleanness Value $160.00/ea.

Crushed Particles, Percent $205.00/ea.

Durability Index, Coarse Aggregate $130.00/ea.

Durability Index, Fine Aggregate $130.00/ea.

Abrasion Resistance by LA Rattler $205.00/ea.

Organic Impurities in Sand $80.00/ea.

Sieve Analysis Coarse Aggregate $100.00/ea.

Sieve Analysis Coarse & Fine Aggregate (includes Wash) $140.00/ea.

Sodium Sulfate Soundness (5 cycle test per primary size) $390.00/ea.

Specific Gravity, Fine Aggregate $95.00/ea.

Specific Gravity, Coarse Aggregate $85.00/ea.

Unit Weight (per cubic foot) Voids in Aggregate $75.00/ea.

Rock Core (Compressive Strength) $95.00/ea.

Structural/Reinforcing Steel
Headed Rebar Tensile Test - No. 8 Bar and Smaller < $115.00/ea.

Headed Rebar Tensile Test - No. 9 Bar to No. 11 $140.00/ea.

H. S. Bolt Conformance– Bolt, Nut & Washer (DSA) $480.00/ea.

Mechanically Spliced Reinforcing Steel - No. 8 Bar and Smaller < $200.00/ea.

Mechanically Spliced Reinforcing Steel - No. 9 Bar to No. 11 $215.00/ea.

Mechanically Spliced Reinforcing Steel - No. 14 $235.00/ea.

Mechanically Spliced Reinforcing Steel - Slippage $42.00/ea.

Mechanical Tests, Hardness Test, Rockwell $118.00/ea.

Prestressed Steel, Tensile Test, Strand (7-wire Coated) $235.00/ea.

Prestressed Steel, Tensile Test, Strand (7-wire Uncoated) $275.00/ea.

Reinforcing Steel, Tensile Test – No. 8 Bar and Smaller < $95.00/ea.

Reinforcing Steel, Tensile Test – No. 9 Bar to No. 11 $108.00/ea.

Reinforcing Steel, Tensile Test – No. 11 Bar and Greater > Quote Reinforcing Steel, Bend Test $75.00/ea.

Spray-applied Fireproofing Density Tests $110.00/ea.

Structural Steel, Tensile – Up to 200,000 lbs. $160.00/ea.

Structural Steel, Bend Test $105.00/ea.

Welded Specimens, Tensile Test $135.00/ea.

Chemical Analysis Quote
Machining Costs If Required $80.00/hr.

Masonry
Absorption Test, Brick $65.00/ea.

Compression Test, Composite Prism $185.00/ea.

Compression Test, Brick $55.00/ea.

Compression Test, Blocks $95.00/ea.

Compression Test, Cores (does not include Coring for samples) $80.00/ea.

Compression Test, Grout / Mortar $37.00/ea.

Masonry Block Conformance (Does not include shrinkage) $480.00/ea.

17.F

LABORATORY FEE SCHEDULE (CONTINUED)
Modulus of Rupture, Brick $55.00/ea.

Moisture as Received, Brick $55.00/ea.

Saturation Coefficient Brick $55.00/ea.

Unit Weight & Absorption, Block $80.00/ea.

Efflorescence, Block or Brick Only $80.00/ea.

Linear Shrinkage $270.00/ea.

Masonry Core Shear Test $130.00/ea.

Soils
Soil Processing Fee (per sample) $22.00/ea.

Chloride Content of Soil $85.00/ea.

Consolidation (up to 9 loads) $295.00/ea.

Direct Shear (undisturbed ring specimens) $270.00/ea.

Direct Shear (remolded specimens) $315.00/ea.

Expansion Index $170.00/ea.

Proctor (per curve) - 4-inch mold $210.00/ea.

Proctor (per curve) - 6-inch mold $275.00/ea.

Rock Correction (if required) $75.00/ea.

Moisture Content / Dry Density $42.00/ea.

Organic Matter $80.00/ea.

Plasticity Index/Liquid Limit (Atterberg Limit) $160.00/ea.

R-value (minimum 3 points) $340.00/ea.

Resistivity & pH of Soil $180.00/ea.

Sand Equivalent $100.00/ea.

Sieve Analysis $135.00/ea.

Sieve Analysis, with Hydrometer $270.00/ea.

No. 200 Mesh Wash Particle Size Gradation $95.00/ea.

Sulfate Content of Soil $85.00/ea.

Thermal Resistivity of Soil (including 1 proctor curve) $1300.00/ea.

Concrete
Compression Test, 4x8 Cylinder $32.00/ea.

Compression Test, 6x12 Cylinder $34.00/ea.

Compression Test Gunite / Shotcrete (3 Cores/Panel, Coring Included) $420.00/ea.

Compression Test, Core (incl sample prep) $80.00/ea.

Compression Test, Lightweight Concrete Fill $53.00/ea.

Compression Test, Non-shrink Grout Cubes $53.00/ea.

Concrete Flexural Test $95.00/ea.

Concrete Mix Design (revision or review) $375.00/ea.

Drying Shrinkage (3 specimens – 28 days) $375.00/ea.

Modulus of Elasticity, Static $270.00/ea.

Splitting Tensile Strength $105.00/ea.

Thermal Resistivity Testing of Concrete / FTB $485.00/ea.

Unit Weight, Lightweight Concrete Fill $80.00/ea.

17.F

GENERAL TERMS AND CONDITIONS
*The Prevailing Wage rates for Field Personnel quoted above are based upon a multiplier of the hourly rate determined by the General Prevailing Wage Determinations for Building/Construction Inspectors and Field Soils and Material Testers, in effect as of this date (Determination # SC-23-63-2-2023-2D). Effective July 1, 2024 the Prevailing Wage rates for Field Personnel quoted above will reflect an increase of $5.00 (each) to account for the predetermined increases in effect with this current Prevailing Wage Determination.

Should the Prevailing Wage rate change after the next issue date our rates may change based upon the Prevailing Wage rate in effect at that time, but our rates will maintain the same multiplier.

Minimum Charges for Material Testing and Inspections – Hours will be charged upon arrival to jobsite, unless equipment from the laboratory is required then hours will be charged portal to portal per Prevailing Wager requirements, as dictated by the Director of Industrial Relations (DIR). All rates are based upon a 4-hour minimum charge for assignments of up to 4 hours. Eight hours will be charged for work performed over 4 hours up to eight hours. Work performed over 8 hours will be billed in one hour increment. A 4-hour minimum will apply for unscheduled cancellations and inspection cancelled after 3:00 PM the day prior to the inspection.

Per Diem and Travel Expenses - Actual Cost plus 10% for out of Southern California work Testing Samples - There will be a 50% premium charge for “rush/priority” testing. This testing laboratory agrees to exercise reasonable care in obtaining, preserving and caring for the samples to be tested, but assumes no responsibility for damages, either direct or consequential, which arise or are alleged to arise from loss, damage or destruction of samples due to circumstances beyond this testing laboratory’s control, samples are discarded after testing unless requested otherwise in writing by the client.

Scheduling - A minimum of 24 hours’ notice is requested to schedule personnel. If less than 24 hours’ notice is provided on a cancellation, a cancellation charge of 2 hours may be assessed.

Overtime Rates – NV5 rates for Technical Staff are based on an 8-hour workday between the hours of 6:00 a.m. and 4:30 p.m., Monday through Friday. Work in excess of 8 hours in one day will be charged a premium of 1.5 times the quoted rates. Work over 40 hours in one week will be charged at 1.5 times quoted rate. Work over 12 hours in one day or over 8 hours on the 7th consecutive day or worked holidays will be charged at 2.0 times quoted rates.

Holidays – NV5, Inc. observes the following holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Should a Holiday fall on Saturday or Sunday, the closest previous or following, regular work day will be observed for the Holiday.

Mileage – Mileage will be charged at IRS Rate per mile for services outside Southern California.

Outside Services / Subcontractors – Cost plus 10% will be charged for any work not directly performed by NV5 or for any materials procured.

Engineering Review/Report Preparation – Reasonable engineering and project management time will be included for scheduling, report review, and data evaluation.

This Fee Schedule contains only the basic services performed by this office and is not a complete listing. Do not hesitate to call for a quotation or proposal if your service needs are not listed herein.

17.F

City of Hemet
Purchasing
Attn: Candace Sunds
445 E. Florida Ave.

Hemet, CA 92543

17.F

Page | 1
SECTION 3 | COVER LETTER
Section A | Cover Letter
Section B | Experience
Section C | Personnel
Section D | Fee Schedule

Prepared for:

City of Hemet
445 E. Florida Ave.

Hemet, CA 92543
Contact: Candace Sunds, Procurement Administrator
Phone: (951) 765-2348
Email: [email protected]
Prepared by:

TKE Engineering, Inc.
2305 Chicago Avenue
Riverside, CA 92507
Contact: Steven W. Ledbetter, P.E., Vice President
Phone: (951) 680-0440
Email: [email protected]

TABLE OF CONTENTS

17.F

Page |1
Request for Proposal | Professional Engineering Services for West Hemet Master Drainage Plan Line C- Stage 3
City of Hemet
SECTION A | COVER LETTER
May 30, 2024
Candace Sunds, Procurement Administrator
City of Hemet
445 E. Florida Ave
Hemet, CA 92543
Subject: Request for Proposal For Professional Engineering Services for West Hemet Master Drainage Plan Line C- Stage 3
Dear Ms. Sunds,
Thank you for the opportunity to submit a proposal to provide professional engineering services for the subject project. The City desires to retain an engineering consultant to provide design services for West Hemet Master.

Drainage Plan Line C- Stage 3. The services will include the preparation of storm drain improvement plans, hydrology/hydraulics studies, and related services.

Why should the City choose TKE to provide engineering design services? Please consider the following:

A. Experience –In our 24 years of dedicated service to Southern California, we have been at the forefront of designing and constructing drainage plans, ranging from small-scale systems to extensive networks. Our track record speaks volumes, showcasing our adeptness in tackling complex projects with finesse. Municipal agencies, continue to seek our expertise to deliver crucial infrastructure of note, TKE is providing similar services to the City of CalimesaCalimesa Creek project. TKE is currently processing design with RCFC&WCD. The vast majority of facilities will be turned over to RCFC&WCD for ownership, operations, and maintenance.

TKE is a full-service, multi-disciplinary firm capable of managing and delivering the project presented in the RFP. As described in our proposal, TKE has a vast amount of drainage facility and pipeline design experience. We specialize in the successful completion of projects with tight budgetary and scheduling constraints. TKE’s broad range of successful services includes turnkey program and project management and delivery for a diverse array of drainage design projects. TKE vast experience includes every aspect of drainage design and construction. Our proposal details common pitfalls related to drainage projects and TKE’s understanding and approach to overcome these challenges.

The City will benefit from our broad range of experience through our intimate understanding of the common pitfalls for each project variation and our past history of successfully overcoming these challenges.

Our approach to drainage plan projects encompasses comprehensive civil engineering design services. This involves seamless coordination with geotechnical engineers, utility location consultants, and other essential collaborators.

Together, we navigate the intricacies of each project to ensure successful outcomes. We are confident that our past achievements in drainage plan projects, coupled with our firm's unwavering commitment to excellence, position us as a valuable asset to the City. Our proven ability to leverage experience for the seamless execution of wellengineered projects underscores our dedication to delivering results that exceed expectations. Below, we highlight specific project experiences that mirror the requirements outlined in the RFP, further illustrating our capability to meet and surpass project needs.

B. Personnel – The key members of our team possess extensive experience in master drainage plan projects.

TKE has been at the forefront of engineering services for the past 24 years, demonstrating profound expertise in all facets of project management, design, and construction management, particularly in the development and implementation of comprehensive master drainage plans facilities. These master plans serve as vital blueprints for managing stormwater runoff, ensuring optimal flood control and water management within urban environments.

Steven W. Ledbetter, P.E., TKE’s Vice President, will lead the project, overseeing every stage to guarantee alignment

17.F

Page |2
Request for Proposal | Professional Engineering Services for West Hemet Master Drainage Plan Line C- Stage 3
City of Hemet
SECTION A | COVER LETTER
with the City-approved project schedule and objective. Mr. Ledbetter has over 21 years’ experience in civil engineering for both private and public sectors of the industry. His experience in design, construction and plan checking includes a variety of improvement projects such as drainage, water mains, demolition, reservoir rehabilitation, and sewer mains, street improvements, pavement rehabilitation, signing and striping, precise grading.

C. Our Value - TKE’s management team and staff are fundamentally committed to creating value in each task that we perform. As such, we have created a professional culture wherein each member of our staff constantly strives for increased efficiency, ultimately allowing us to provide highly professional services at competitive rates.

This culture of constant value creation and increased efficiencies ensures that the services contracted to and provided by TKE will always mean good stewardship of public resources.

D. Responsiveness - At TKE, we recognize the critical role that timely and dependable design engineering play in the success projects. We are committed to meeting the City’s schedule goals and objectives for the project drainage. We are available for assistance not only during regular business hours but also on weekends and evenings, ensuring flexibility to accommodate changing project schedules.

E. References – We highly encourage the City to contact our references listed on Section B of our proposal.

F. Exceptions & Authorization – TKE does not have any exceptions to the RFP and the Professional Service Agreement. TKE’s Vice President, Steven W. Ledbetter, P.E. is authorized to sign and bind the proposal.

G. Addenda Acknowledgement - TKE Engineering, Inc. is in receipt of Addendums No. 1-6 on May 30, 2024.

Per the City’s scope of work presented in the RFP, TKE did include Environmental or Right-of-Way Acquisitions services that may be needed to complete the project. TKE routinely provides and will add them to the scope presented upon request. Thank you for the opportunity to submit our proposal and we certainly will appreciate the opportunity to continue providing engineering services to the City. If you have any questions or require additional information, please advise.

Sincerely,
Steven W. Ledbetter, P.E.

Vice President
TKE Engineering, Inc.

Phone: (951) 680-0440
Fax: (951) 680-0490
https://www.tkeengineering.com/

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Page |3
Request for Proposal | Professional Engineering Services for West Hemet Master Drainage Plan Line CStage 3 City of Hemet
SECTION B | EXPERIENCE
SECTION B | EXPERIENCE

1. FIRM PROFILE
TKE Engineering, Inc. (TKE), a California Corporation, was established in June 2000, and in the last 24 years has
developed into one of Southern California’s premier fullservice consulting engineering firms. TKE was established with the goal of providing turnkey design services for
municipal projects in order to benefit our community. As a result of the focus of a firm on this mission, TKE has earned a reputation for thoroughness, rapid turnaround, cost efficiency and, overall quality of work. We are a highly motivated, dynamic firm with the goal of being your
preferred consultant.

TKE provides turnkey municipal design engineering and
construction management services to numerous
municipalities throughout Riverside, San Bernardino, Los Angeles, and Orange Counties. The municipal services
provided by our firm include CIP Design, Project
Management, Public Outreach, Grant Funding, acquisition and administration Federally/State Funded Project
Management, Program Management, Traffic Engineering,
Project Development, Plan and Map Checking,
Construction Management, Surveying, Inspection, Project and Utility Company Coordination and Management, and
Construction Surveying services.

Our wide range of services provides our team with an
intimate knowledge and experience of the common
pitfalls for each project variation and our past history of successfully overcoming these challenges.

TKE’s headquarters is located at 2305 Chicago Avenue in Riverside. TKE currently maintains a staff of 55 city
engineers, plan and map checkers, project managers,
engineers, traffic engineers, surveyors, drafters,
construction managers, inspectors, and clerical
personnel.

2. DRAINAGE SYSTEM

IMPROVEMENT DESIGN

EXPERIENCE
TKE is enthusiastic to assist the City with successfully delivering the proposed engineering services for West
Hemet Master Drainage Plan Line C- Stage 3. TKE has a
long history on designing and overseeing the construction of drainage system improvements, including associated
TKE Engineering, Inc. | AT A GLANCE
City/District Engineer
City/District Engineer in 5 Cities/Districts
Size of Organization
55 Professional Engineers, Project Managers,
Surveyors, Plan Checkers, Inspectors,
Designers, Construction Managers, and
Support Staff
Location of Office
2305 Chicago Avenue
Riverside, CA 92507
Years in Business
TKE has conducted business for the past 24
years and has 24 years of experience in
providing engineering design services for
pavement rehabilitation projects.

Company Structure
TKE is a California Corporation founded in June
2000. TKE is not a subsidiary. California
Business License Number: 00109901
Firm Owners
Michael P. Thornton, P.E., P.L.S., M.S. –
President
Terry Renner, P.E., L.S., Q.S.D. –
Senior Vice President
Steven W. Ledbetter, P.E. Vice President
City of Hemet
Point of Contact
Steven W. Ledbetter, P.E., Vice President
2305 Chicago Ave.,
Riverside, CA 92507
Phone: (951) 680-0440
Email: [email protected]

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Page |4
Request for Proposal | Professional Engineering Services for West Hemet Master Drainage Plan Line CStage 3 City of Hemet
SECTION B | EXPERIENCE
hydrology/hydraulic drainage analysis,
detention/retention basins, conveyance, as well as
improvement restoration. TKE is currently working on
several drainage analysis, storm drain and basin design projects with various cities throughout the Inland Empire including Riverside County flood processing that are
nearly identical in scope. The overarching goal of the
project is to provide flood protection and water.

TKE has a long history of delivering community focused
projects that create environments that prioritize safety, health, and sustainability.

3. PROJECT

UNDERSTANDING
The City of Hemet (City) is seeking qualified a consultant to provide professional engineering services for the
design of West Hemet Master Drainage Plan Line C- Stage

3. Services include:

Δ Storm Drain Improvement plans for the
construction of West Hemet MDP Line C – Stage 3
storm drain, in accordance with RCFC&WCD
design standards. It is anticipated that facilities
will be owned, operated, and maintained by RCFC
& WCD
Δ Preparation of hydrology/ hydraulic studies in
support of the design beyond what is provided by
RCFC & WCD. In accordance with RCFC & WCD
standards
Δ Processing design review with RCFC&WCD and
other agencies as needed
Δ Construction bid documents and specifications,
including construction support

4. PROJECT APPROACH
Our approach to your project, recognizing that both
schedule and budget are of primary concern for municipal projects, dictates that design decisions must be made
quickly and carefully. When this is coupled with the
various constraints present, it is critical that the City choose a consultant with a proven track record of
delivering. With a familiar team of senior level design professionals for drainage improvement projects, TKE is the right choice.

With drainage improvement projects, our experience tells us that there has to be a proactive approach to completing the work. This includes early identification of critical design elements and accurate cost estimating throughout the entire process, as well as familiarity with the funding source. In preparing this proposal, our team established key issues so we can “hit the ground running” to make this a successful project for the City.

5. KEY ISSUES
TKE has extensive experience with drainage improvement
design projects, below are several of key issues that we encountered with past projects.

Our approach to identifying key issues will be to
immediately go into the field and document all design
elements so they can be presented to the City. This will give us a head start on instructing our survey team about what detailed information to collect. Some of these
elements include key ground elevation information at
existing and proposed basins.

I DENTIFICATION OF C RITICAL D ESIGN

E LEMENTS
Our approach to identifying critical issues will be to
immediately go into the field and document all the critical design elements so they can be presented to the City. This will give us a head start on instructing our survey team about what detailed information to collect. Some of these elements include key ground elevation information at the curb returns to determine how ADA access will be
maintained and how proposed bike lanes will transition
through the intersections.

U TILITY C OORDINATION
Some utilities may require relocation and/or adjustment for the proposed storm drain and facilities utilities include gas, telephone cables, and water facilities. Our proposal includes potholing to identify and confirm critical utility classifications. Again, we will identify these facilities early in project design to begin coordination at the earliest opportunity. Agencies that maintain private utilities can be cumbersome to complete relocations. Early
coordination will prevent project delays.

R IGHT - OF - W A Y
Upon determination of construction limits, TKE will assess right-of-way needs. Based on our preliminary research of existing right-of-way limits, it appears that rights-of-way acquisition will be required for construction. Right of

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Page |5
Request for Proposal | Professional Engineering Services for West Hemet Master Drainage Plan Line CStage 3 City of Hemet
SECTION B | EXPERIENCE
entries or temporary construction rights-of-way will also be needed.

Q UALITY A SSURANCE /Q UALITY C ONTROL
TKE takes pride in our reputation for thoroughness, rapid turnaround, cost efficiency and overall quality of work, and believes that a high level of quality is needed on all PS&E packages. High quality design yields the following tangible results:

Δ Ease of oversight
Δ Smoother processing
Δ Healthy number of bidders
Δ Consistent bids
Δ Minimized construction support cost
Δ Absence of design-related change orders
Δ Reduced claims and dispute resolution costs
TKE believes that the most successful quality assurance program is one that is applied inherently throughout the entire design process and all design activities. This
program requires not only formal procedures for
checking, but encourages the conscientious effort of
experienced people to always “create quality” in every
task performed throughout the design process.

This program has become a natural element in all aspects of TKE’s design and management activities, and will guide our work on this contract:

Δ Staff training and development
Δ Assignment of experienced staff
Δ Continuity of staffing
Δ Project-specific work plan
Δ Schedule compliance
Δ Comprehensive field review and compilation of
site data
Δ Established design procedures
Δ Established detailing standards
Δ Established checking procedures, including
independent in-house QA/QC review
Δ Dual (independent) quantity estimates
Δ Review by Constructability expert
This Quality Assurance/Quality Control program is in place to ensure that PS&E documents prepared by TKE continue
to exceed the standards of our clients and that we will deliver the project on schedule and within budget

A CCURATE C OST E STIMATING
TKE understands the limits on CIP funding. Because of the limited budget for this project, it is important to keep costs controlled. Our approach to controlling costs is to provide frequent and accurate cost estimates by using
TKE’s detailed cost estimating database. In addition to using this database, TKE utilizes our considerable
experience with construction management to assist in
providing constructability reviews and cost estimating
based on current information from our on-going projects.

Finally, with the current economic climate, construction costs are widely varying. We will also discuss the project elements with local contractors to assure that we have
the most current construction information available so
that the City can ensure the most value for the public’s dollar.

FLOOD PROTECTION
Maintenance of flood protection is one of the project’s primary objectives. It can be accomplished in various
ways and pipe hydraulics will be a critical aspect. TKE will refine system sizing and ensure the catch basins and
pipelines are adequately sized to capture and convey 100- year storm events. We will size base on hydraulic
modeling (WSPG) pipe.

UTILITIES
For storm drain projects, construction contract change
orders are primarily attributable to inaccurate plotting of utility interferences or due to unknown utilities.

Comprehensive utility research together with design
potholing of critical utility interferences and potholing of all critical interferences prior to construction by the project contractor, will ensure that contract change
orders will be significantly reduced or even eliminated. It is anticipated that numerous underground utilities will be encountered in street intersections. TKE will identify up to five (5) existing larger and gravity facilities, as well as, project connections, as critical and request excavation of them to verify both horizontal and vertical alignments and facility data.

17.F

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Request for Proposal | Professional Engineering Services for West Hemet Master Drainage Plan Line CStage 3 City of Hemet
SECTION B | EXPERIENCE

TRAFFIC CONTROL
Traffic impacts created by construction of the
improvements in public streets must be mitigated to the maximum extent practicable. Access to residential
properties must be maintained at all times. When
considering storm drain alignments construction traffic control, property assessment, utility and mail services and emergency vehicle access needs to be considered. Once
the alignments are selected, traffic control design needs to be prepared to ensure safe and convenient vehicular
and pedestrian mobility during construction
operations. We have extensive experience in
construction traffic control plan preparation and we are intimately familiar with the, CATTCH, WATCH, Caltrans,
and MUTCD requirements. We will also review existing
pavement conditions to determine if poor conditions may result in the potential for additional pavement removal and replacement during trench repair.

6. SCOPE OF WORK
TASK NO. 1 . PROJECT MANAGEMENT
TKE’s Project Manager will be responsible for the entire project team. He will attend all meetings, prepare
agendas and corresponding meeting minutes together
with assembling a record of meeting attendees (sign-in
sheets). He will meet with the City at appropriate times and will meet as needed with RCFC & WCD, agencies,
residents, property owners, and utilities in addition to the meetings presented below. He will also update TKE’s
project budget and schedule prior to each City meeting for discussion with staff.

Deliverables: Agendas, Meeting Minutes, Exhibits, and
Project Progress, Schedule and TKE Budget Updates
TASK NO. 2 . INI TIAL ‘KICK OFF’

MEETING
Prior to commencement of services, we propose to meet
City staff to review project obligations and to discuss all project requirements in detail. TKE will attend the
meeting to determine project protocol and obtain City
record drawings.

Deliverables: Agenda, Minutes, and Distribution to all
Entities
TASK NO. 3 . RECORDS RESEARCH
We will thoroughly research existing utility records and acquire copies of all available records. The purpose of the records research is to assemble survey records to
establish locations of street centerlines, and street rightsof-way, and determine locations of all existing utilities and improvements. The research will consist of assembling
copies of assessors’ maps, tract maps, parcel maps,
easement documents, monument ties, benchmark data,
corner records, storm drain improvement plans, and
utility drawings. We will request the City provide copies of available pertinent City records, such as survey ties, benchmarks, and storm drain improvement plans.

We will notify Underground Service Alert to acquire a
complete list of underground utility purveyors. The utility drawings will include existing drawings from the City, and drawings and/or atlas maps from all private utility
companies, and/or agencies. We will confer and
coordinate with the following agencies as well as any
additional agencies listed in the Underground Service
Alert.

We will send first utility notice letters to all listed utility companies and agencies requesting their data. We will
maintain copies of the letters and correspondence for
future reference. We shall also provide the City with a complete copy of all correspondence with all utility
companies.

Deliverables: Record Data and Utility Information
TASK NO. 4 DESIGN SURVEY
TKE will conduct a conventional design survey of the
project area due to the level of detail needed for storm drain construction. Our field survey crews will collect appropriate detail as required to prepare a topographic map for the entire project area. Survey data will include visible grade breaks, trees, buildings, walkways,
sidewalks, driveways, curbs, gutters, cross gutters, fire hydrants, water valves, manholes, water meters, signs,
street lights, power poles, fences, structure, traffic signal poles and all other visible features.

Our crews will set 100-foot stationing along street
centerlines and collect existing topography as needed to provide sufficient level of detail for precise design. The crew will also measure invert, top of cone and rim
elevations for all existing manholesin the project area and invert and rim elevations for all drainage facilities. The