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Agenda packet

Fontana City Council
September 13, 2022

Document
Agenda packet
Meeting
September 13, 2022
Body
Fontana City Council
Pages
235
Original file
115.5 MB
Text extracted from the city's file for reading and search. Open the original on fontana.legistar.com. That file is the official record.

Tuesday, September 13, 2022
7:00 PM
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Regular Agenda
Ord. No. 1904 Reso. No. 2022-112
Grover W. Taylor Council Chambers
City Council Meeting
Acquanetta Warren - Mayor
Peter A. Garcia - Mayor Pro Tem
John B. Roberts - Council Member
Jesus "Jesse" Sandoval - Council Member
Phillip Cothran - Council Member
Germaine McClellan Key - City Clerk
Janet Koehler-Brooks, City Treasurer
1 City Council Meeting Regular Agenda September 13, 2022 Welcome to a meeting of the Fontana City Council.

Welcome to a meeting of the Fontana City Council. A complete agenda packet is located in the binder on the table in the lobby of the Grover W. Taylor Council Chambers 8353 Sierra Avenue Fontana, CA 92335. To address the Council, please fill out a card located at the entrance to the right indicating your desire to speak on either a specific agenda item or under Public Communications and give it to the City Clerk. Your name will be called when it is your turn to speak. In compliance with Americans with Disabilities Act of 1990 (42 USC § 12132), the Grover W. Taylor Council Chambers 8353 Sierra Avenue Fontana, CA 92335 is wheelchair accessible, and a portable microphone is available. Upon request, this agenda will be made available in appropriate alternative forms to persons with disabilities, as required by Section 12132 of the Americans with Disabilities Act of 1990. Any person with a disability who requires a modification or accommodation in order to participate in a meeting should direct such a request to the City Clerk’s Office at (909) 350-7602 at least 48 hours before the meeting, if possible. Any public record, relating to an open session agenda item, that is distributed within 72 hours prior to the meeting is available for public inspection in the Grover W. Taylor Council Chambers 8353 Sierra Avenue Fontana, CA 92335.

Traduccion en Español disponible a peticion. Favor de notificar al Departamento "City Clerk".

Para mayor informacion, favor de marcar el numero (909) 350-7602.

CLOSED SESSION:

A. 6:00 P.M. CLOSED SESSION
PUBLIC COMMUNICATION - CLOSED SESSION:

This is an opportunity for citizens to speak to the City Council for up to 3 minutes on the following Closed Session. The Mayor and City Council reserve the right to adjust this time limit based on the number of speakers who wish to address the Mayor and City Council.

A. Public Communications - Closed Session
CLOSED SESSION ITEMS:

Page 1 of 18 ends

2 City Council Meeting Regular Agenda September 13, 2022 A. CONFERENCE WITH LEGAL COUNSEL: Pending Litigation
Government Code Section 54956.9(d)(1)
Name of Case: Marroush v. Goodland, et al.

Case Number: CIVDS2011421

CONFERENCE WITH LABOR NEGOTIATOR PURSUANT TO
GOVERNMENT CODE SECTION 54957.6
City Negotiator: Matt Ballantyne, City Manager and Rakesha Thomas, Director of Human Resources and Risk Management Employee Organization(s): Executive Management Team
(Non-Represented);
Management/Confidential (COU); Police Benefits Associations (PBA);
Teamsters 1932; City Hall; Public Works

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-161-02
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Mike Hoch
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-161-29
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Van Blarcom Family Trust
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0228-301-50 and 0228-021-46
City Negotiator: Phil Burum, Deputy City Manager
Negotiating Parties: Lamar Central Outdoor, LLC
Under Negotiation: Price and terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-161-17 and 0191-161-28
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Jose Torres and Beatriz Reyes
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-162-09
21-1658

Page 2 of 18 ends

3 City Council Meeting Regular Agenda September 13, 2022 City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Vincent Hall
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-162-18
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Eva Sandoval
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-163-27
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Doris Purola and Carole Peacock
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-162-21
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: American Legion Steele Towne Post 77 Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-162-13 & 0191-162-40
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Kim Family Trust
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-162-07
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Luisa A Antigua
Under Negotiating: Price and Terms of payment

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: APN # 0191-162-06
City Negotiator: Phillip Burum, Deputy City Manager
Negotiating Party: Lancet Contracting Inc.

Under Negotiating: Price and Terms of payment
CONFERENCE WITH LEGAL COUNSEL: Anticipated Litigation

Page 3 of 18 ends

4 City Council Meeting Regular Agenda September 13, 2022 (Gov. Code section 54956.9(d)(2).)
Potential Case: One matter
CALL TO ORDER/ROLL CALL:

A. 7:00 P.M. Call To Order/Roll Call
INVOCATION/PLEDGE OF ALLEGIANCE:

A. Invocation/Pledge of Allegiance
PROCLAMATION:

A. Proclamation
A. A. Mayor Warren and City Council to proclaim the month of September as National Preparedness Month (Emergency
Manager Aminah Mears to present).

B. Mayor Warren and City Council to proclaim the month of September as Senior Center Month (Community Services
Supervisor Douglas Johnson to present).

C. Mayor Warren and City Council to proclaim September
24, 2022, as National Public Lands Day (Community
Services Coordinator Jordan Gionet to present).

D. Mayor Warren and City Council to proclaim September
26, 2022, as Human Resources Professional Day (Director of Human Resources and Risk Management Rakesha
Thomas to present).
21-1659
SPECIAL PRESENTATIONS:

A. Special Presentations

Page 4 of 18 ends

5 City Council Meeting Regular Agenda September 13, 2022 A. A. Mayor Warren and City Council to recognize Department of Innovation and Technology's Employees of the Year:

Allen Fincher, Infrastructure Team; Angel Gonzales,
Development Team; Dylan Mansfield, Service Desk Team;
Elias Rex, GIS Team; and Stephen Pendleton, Business
Analyst Team (Director of Innovation and Technology
Jennifer Barcenas to present).

B. Mayor Warren and City Council to recognize Human
Resources and Risk Management Department Employee of
the Year: Taylor Starling, Human Resources Specialist / Police Department Liaison (Human Resources and Risk
Management Director Rakesha Thomas to present).

C. Mayor Warren and City Council to swear in new Fontana Police Officer John Isaacs (Chief Green to present).
21-1661
PUBLIC COMMUNICATIONS:

This is an opportunity for members of the public to address the City Council for up to three ( 3) minutes total on items either on the Agenda or items not on the Agenda, but within the City Council's jurisdiction. Note that Public Hearing items have individual and specific public input opportunities during the public hearing and testimony on those items will only be taken during the public hearing. The Council is prohibited by law from discussing or taking immediate action on non-agendized items. The Mayor and City Council reserve the right to adjust this time limit based on the number of speakers who wish to address the Mayor and City Council .

A. Public Communications
CONSENT CALENDAR:

All matters listed under CONSENT CALENDAR will be enacted by one motion in the form listed below. There will be no separate discussion on these items prior to the time Council votes on them, unless a member of the Council requests a specific item be removed from the Consent Calendar for discussion.

A. Approval of Minutes 21-1662
Approve the minutes of the July 26, 2022, Regular City Council Meeting and the August 25, 2022, Special City Council Meeting.

Council Meeting July 26, 2022.pdf
Special City Council - August 25, 2022.pdf
Attachments:

Page 5 of 18 ends

6 City Council Meeting Regular Agenda September 13, 2022 B. Approve Task Order for the Fontana Sewer Master Plan Update Project.
21-1598

1. Approve and authorize the City Manager to execute a Task Order in the amount of $478,502 with Albert A. Webb Associates, Inc. for Engineering services for the Fontana Sewer Master Plan Update Project, request for proposal SQ- 87-DE-19-32.

2. Approve and authorize the use of funds in the amount of $424,870 from Fund 302 as part of the City’s American Rescue Plan Act Expenditure Plan (ARPA).

3. Approve and authorize the City Manager to execute any future amendments to the Task Order.

Master Plan of Sewers Update 11x17.pdf
Sewer Master Plan Fee.pdf
Sewer Master Plan Scope.pdf
Attachments:

C. Approve Task Order for the Fontana Storm Drain Master Plan Update Project
21-1603

1. Approve and authorize the City Manager to execute a Task Order in the amount of $375,130 with David Evans and Associates, Inc. for engineering services for the Fontana Storm Drain Master Plan Update Project, request for proposal SQ- 87-DE-19-33.

2. Approve and authorize the use of funds in the amount of $375,130 in Fund 302, Org 3023600 as part of the City’s American Rescue Plan Act Expenditure Plan (ARPA).

3. Approve and authorize the City Manager to execute any future amendments to the Task Order.

Current Master Storm Drain Plan 11x17.pdf
Storm Drain Master Plan Scope and Fee.pdf
Reclaimed and Ground Water Recharge Scope and Fee.pdf
Attachments:

D. Adoption of Ordinance No. 1897 (Second Reading) 21-1667 Second Reading/Adopt Ordinance No. 1897, Approving Zone Change No. 21-002, To Amend The Zoning District Map Designation From General Commercial (C-2) To Light Industrial (M-1) For Approximately 4.49 Acres Located At The Northeast Corner Of Sierra Avenue And Summit Avenue (APN 1118-041-06).

Ordinance No. 1897.pdf
Written Correspondence (1).pdf
Written Correspondence (2). pdf
Attachments:

Page 6 of 18 ends

7 City Council Meeting Regular Agenda September 13, 2022 E. Adoption of Ordinance No. 1900 (Second Reading) 21-1668 Second Reading/Adoption of Ordinance No. 1900, an Ordinance of the City Council of the City of Fontana, approving Development Agreement No. 22-001 for a public benefit fee.

Ordinance 1900.docx
Written Correspondence (1). pdf
Written Correspondence (2).pdf
Attachments:

F. Adoption of Ordinance No. 1901 (Second Reading) 21-1610 Second Reading / Adopt Ordinance No. 1901, an Ordinance of the City Council of the City of Fontana, approving a Zoning District Map amendment to change the zoning on one parcel from Community Commercial (C-1) to Medium Density Residential (R-2).

Attachments: Ordinance 1901.docx
G. Adoption of Ordinance No. 1902 (Second Reading) 21-1665 Second Reading / Adoption of Ordinance No. 1902, An Ordinance of the City Council of the City of Fontana Approving Specific Plan Amendment No. 21-001, An Amendment to the Ventana at Duncan Canyon Specific Plan to Modify and Update the Overall Specific Plan by Establishing New Planning Areas and Updating Specific Plan Development Standards. The Proposed Specific Plan Amendment Will Establish Six (6) New Planning Areas (Labeled as Pa1, Pa2, Pa3, Pa4, Pa5, And Pa6) With Four Different Zoning Classifications Which Include Medium Density Residential, High Density Residential, Mixed-Use, And Commercial.

Ordinance 1902.docx
Written Correspondence (1). pdf
Attachments:

H. Adoption of Ordinance No. 1903 (Second Reading) 21-1666 Second Reading/Adoption of Ordinance No. 1903, An Ordinance of The City Council of City of Fontana, Approving Specific Plan Amendment 21-007 To Amend Planning Area 12 Comprising Approximately 9 Gross Acres of The Citrus Heights North Specific Plan (APN 1107-262-37) To Allow Development of Single-Family Residential Units.

Attachments: Ordinance 1903.docx

Page 7 of 18 ends

8 City Council Meeting Regular Agenda September 13, 2022 I. Facility Use Agreement with Citrus Development 21-1617 Authorize City Manager to sign a facility use agreement with Citrus Development for use of a 28,000 square foot banquet hall at the northwest corner of Citrus Avenue and South Highland Avenue.

Attachments: Use Agreement - Citrus and South Highland Banquet Hall.docx J. Adopt a Resolution Summarily Vacating Portions of Lytle Creek Road North of Duncan Canyon Road and South
Highland Avenue West of Oleander Avenue
21-1621
Adopt Resolution No. 2022-112, Summarily Vacating a portion of real property located north of Duncan Canyon Road, along what is commonly referred to as Lytle Creek Avenue; and a portion of real property located west of Oleander Avenue, along what is commonly referred to as South Highland Avenue, pursuant to the Streets and Highways Code, finding that adequate consideration exists for the transfer of property, once vacated, to the landowner of both parcels adjacent to the property.

Attachments: Resolution No. 2022-112.pdf
K. Declaring Surplus Land - A Portion of Lytle Creek Road North of Duncan Canyon Road
21-1656
Approve Resolution No. 2022-114, declaring that a portion of Lytle Creek Road North of Duncan Canyon Road as “Exempt Surplus Land” pursuant to the Surplus Land Act, Government Code Section 54221 Et Seq.

Attachments: Resolution 2022-114.pdf
L. Police Department Monthly Information Update 21-1627 Accept the Police Department monthly information update for July 2022.

Attachments: July 2022 Report for City Council.pptx
M. Approve the Measure I Five-Year Capital Project Needs Analysis for Fiscal Years 2023/2024 - 2027/2028
21-1645
Adopt Resolution No. 2022-113, adopting the Measure I Five Year Capital Project Needs Analysis (CPNA) for Fiscal Years 2023/2024 - 2027/2028.

Resolution 2022-113
2024-2028 CPNA
Attachments:

Page 8 of 18 ends

9 City Council Meeting Regular Agenda September 13, 2022 N. Acceptance of Final Map for Tract No. 20382 21-1646
Approve the Final Map for Tract No. 20382 located south of Foothill Boulevard and west of Banana Avenue; accept easements; and authorize the City Manager to enter into a Subdivision Agreement with the subdivider.

Vicinity Map.pdf
Tract Map.pdf
Subdivision Improvement Agreement
Attachments:

O. Award a Construction Contract for the Citrus Avenue at Chase Road Traffic Signal Project SB-08-DE-22
21-1653

1. Award and authorize the City Manager to execute a construction contract with California Professional Engineering for the construction of the Citrus Avenue at Chase Road Traffic Signal Project in the amount of $713,980 and authorize a 10% contingency in the amount of $71,398 (Bid No. SB-08-DE-22).

2. Approve and authorize the City Manager to execute any and all utility agreements, utility easements, and subsequent agreements on behalf of the City of Fontana for the Citrus Avenue at Chase Road Traffic Signal Project.

Vicinity Map
Bid Results
Bid Detail
Attachments:

P. Approve Federal Bureau of Investigation Inland Violent Crime Suppression Task Force Cost Reimbursement Agreement
21-1669

1. Approve and authorize the Chief of Police to execute a State and Local Task Force Agreement between the Federal Bureau of Investigation (FBI) Inland Violent Crime Suppression Task Force (IVCSTF) and the Fontana Police Department.

2. Approve and authorize the Chief of Police to renew said contract annually as long as it remains in the best interest of the City of Fontana.

3. Increase revenue and expenditure budgets (10140231) in the amount of $3,229.

FBI Inland Violent Crime Suppression Task Force
Agreement.pdf
2022 FBI Reimbursement amount.pdf
Attachments:

Page 9 of 18 ends

10 City Council Meeting Regular Agenda September 13, 2022 Q. Approve San Bernardino County District Attorney Victim Advocacy Services Agreement
21-1670

1. Approve the Contract/Agreement between the San Bernardino County District Attorney’s Office (Bureau of Victim Services) and the Fontana Police Department to provide Victim Advocacy Services to improve the health, welfare, and quality of life of victims of crime including children.

2. Authorize the City Manager and the Chief of Police or his assigned designee to sign the Agreement, all related documents, and any amendments to continue this cooperative agreement as long as it is in the best interest of the City of Fontana.

Attachments: SB CO Victim Advocate Agreement.pdf
R. Approve Crossing Guard Service Agreement between Fontana Unified School District, Etiwanda School District, and the City of Fontana
21-1671

1. Approve Amendment No. 1 of the Crossing Guard Services Agreement with Fontana Unified School District (FUSD), Etiwanda School District (ESD), and the City of Fontana (COF) for a one-year (1) term renewing year two (2) of the contract at the new rate of $27.35.

2. Approve a recurring appropriation from General Fund #101 to 10140352.8130 to provide for the annual contract increase over the prior year in the amount of $150,260.00.

3. Approve a one-time appropriation in the amount of $6,293.70 which is 50% of the cost for one additional site serviced during the 2021/2022 school year (540 hours at $23.31 per hour = $12,587.40).

Attachments: FUSD Crossing Guard x 6 23.pdf
S. Purchase and Sale Agreement - 8436 Sierra Avenue 21-1673

1. Approve a Purchase & Sale Agreement for the sale of 8436 Sierra Avenue, APN # 01911311, located at the southwest corner of Sierra Avenue and Spring Street in Downtown Fontana.

2. Authorize the City Manager to execute any documents necessary or appropriate to effectuate said approvals and/or agreement.

Attachments: Attachment No. 1 - Purchase and Sales Agreement

Page 10 of 18 ends

11 City Council Meeting Regular Agenda September 13, 2022 T. Approve the Fontana Unified School District Police (FUSP) and the City of Fontana - Concurrent Jurisdiction
21-1674

1. Approve a Memorandum of Understanding (MOU) between the Fontana Unified School District (FUSD) and the City of Fontana to have their respective Police Departments cooperate to the fullest extent possible within their statutory obligations and responsibilities to provide efficient police services to the citizens and students of the City of Fontana.

2. Authorize the City Manager and the Chief of Police or his assigned designee to sign the MOU, all related documents, and any amendments to continue this cooperative agreement as long as it is in the best interest of the City of Fontana.

Attachments: FUSD and FPD Concurrent Jurisdiction.pdf
U. Amendment of the Conflict-of-Interest Code for the City of Fontana, Pursuant to the Political Reform Act of 1974
21-1663
Adopt Resolution No. 2022-115, of the City Council of the City of Fontana, California, adopting and approving the amended Conflict-of-Interest Code for the City of Fontana, Pursuant to the Political Reform Act of 1974.

Reso 2022- 115.pdf
Attachment 1.pdf
Local_Agency_Biennial_Notice.pdf
Attachments:

V. Award a Professional Services Agreement for Geotechnical Engineering and Materials Testing Services for the Downtown Parking Structure Project SQ-07-DE-23.
21-1648

1. Award and authorize the City Manager to execute a Professional Services Agreement in a not to exceed amount of $271,518 with Ninyo & Moore Geotechnical and Environmental Sciences Consultants, Inc. for Geotechnical Engineering and Materials Testing Services for the Downtown Parking Structure Project, Request for Proposals SQ-07-DE23.

2. Approve and authorize the City Manager to execute any future amendments to the Professional Services Agreement.

3. Approve and authorize the use of funds in the amount of $271,518 from Fund 302 as part of the City’s American Rescue Plan Act Expenditure Plan (ARPA) revenue loss category.

Scoring Matrix.pdf
Vicinity Map (DTPS).pdf
Attachments:

Page 11 of 18 ends

12 City Council Meeting Regular Agenda September 13, 2022 W. Memorandum of Understanding between the Federal Bureau of Investigation (FBI) and the Fontana Police Department 21-1682

1. Approve a Memorandum of Understanding (MOU) between the Federal Bureau of Investigation (FBI) and the Fontana Police Department.

2. Authorize the Chief of Police (or his designee) to sign the MOU, all related documents, and any amendments to continue this cooperative agreement as long as it remains in the best interest of the City of Fontana.

Attachments: CETF MOU ex 6-30-22.pdf
X. Approve the Agreement For Use of Range Facilities 21-1683

1. Approve and authorize the Chief of Police to execute the Operational Agreement and any amendments between San Bernardino County Sheriff’s Department and the Fontana Police Department for use of range facilities for the period of August 1, 2022, through June 30, 2027, on a fee for service basis.

2. Approve and authorize the Chief of Police to continue said services as long as they remain in the best interest of the City of Fontana.

Attachments: Range Agreement 22 - 27.pdf
Y. Final Acceptance of the Village of Heritage Pool Deck Repair Project (MS-106-PW-22).
21-1686

1. Accept as complete the work performed by Masterseal Corporation for the Village of Heritage Pool Deck Repair project and approve the final construction cost of $223,200.

2. Authorize the City Engineer/Director of Public Works to file a notice of completion and release the 5% retention.

Z. Final acceptance of Walnut Village Iron Fencing Removal and Installation Project (SB-56-PW-22)
21-1687

1. Accept as complete the work performed by J & A Engineering Corporation for the Walnut Village Iron Fencing Removal and Installation Project and approve the final construction cost of $494,461.

2. Authorize the City Engineer/Director of Public Works to file a Notice of Completion and release the 5% retention.

Page 12 of 18 ends

13 City Council Meeting Regular Agenda September 13, 2022 AA. Fiscal Year 2022-23 Gann Spending Limit 21-1680
Adopt Resolution No. 2022 - 116 , establishing an Appropriations Limit of $337,778,231 pursuant to Article XIII(B) of the California Constitution for Fiscal Year 2022-23
FY 22-23 GANN Limit Calculation.pdf
Resolution No. 2022-116.pdf
Attachments:

AB. Award Bid for Pool Chemicals (SB-10-PW-22). 21-1637 Award bid and authorize the Purchasing Office to issue purchase orders for Pool Chemicals, SB-10-PW-22 for a period of two (2) years, renewable for three (3) one-year extensions at the City’s sole discretion, for a total of $152,420 per year for an aggregate amount not to exceed $609,600 for the five (5) years.

1. SCP Distributors LLC dba Lincoln Aquatics, and

2. Waterline Technologies, Inc.,
Bid Recap Letter SB-10-PW-23.pdf
Notified Vendors - SB-10-PW-23.pdf
SCP Distributors LLC dba Lincoln Aquatics Bid -
SB-10-PW-23.pdf
Waterline Technologies Inc Bid - SB-10-PW-23.pdf
Attachments:

Approve Consent Calendar Items as recommended by staff.

PUBLIC HEARINGS:

To speak on Public Hearing Items, submit comments via e-mail at [email protected]. In the subject of your e-mail please indicate whether you are in favor or opposition of the item. Comments must be received no later than 5:00 P.M. on the day of the meeting. Comments of no more than three (3) minutes will be read into the record at the appropriate time during the meeting. If you challenge in court any action taken concerning a Public Hearing item, you may be limited to raising only those issues you or someone else raised at the Public Hearing described in this notice or in written correspondence delivered to the City at, or prior to, the Public Hearing.

All Public Hearings will be conducted following this format:
(a) hearing opened (e) oral - favor
(b) written communication (f) oral - opposition
(c) council/staff comments (g) hearing closed
(d) applicant comments (applicant not limited to 5 minutes)

Page 13 of 18 ends

14 City Council Meeting Regular Agenda September 13, 2022 A. Public Hearing and adoption of the Draft HOME-ARP
Allocation Plan
21-1681

1. Open a public hearing to receive public comments on the Draft HOME-ARP Allocation Plan and the proposed expenditure of HOME-ARP funds in compliance with the requirements of the U.S.

Department of Housing and Urban Development (HUD) and the City’s Citizen Participation Plan;

2. Direct staff to incorporate the public comments into the HOME-ARP Allocation Plan;

3. Review and approve the HOME-ARP Allocation Plan in the amount of $2,633,658; and

4. Authorize the City Manager or his designee to make necessary changes and submit the HOME-ARP Allocation Plan, execute documents related to the submission of the HOME-ARP Allocation Plan.

5. Authorize the City Manager, or City Manager’s designee, to execute and transmit any documents necessary or desirable, including but not limited to purchase agreements that may include acquisitions costs up to the full amount of the allocated funds, to facilitate the timely administration of the HOME ARP Acquisition, Rehabilitation, and Rental Program including but not limited to property purchase agreements.

City of Fontana Substantial Amendment HOME-ARP
Allocation Plan DRAFT.pdf
Attachments:

Page 14 of 18 ends

15 City Council Meeting Regular Agenda September 13, 2022 B. Public Hearing for Consolidated Annual Performance
Evaluation Report (CAPER) and Adoption of the Community Development Block Grant-CARES Act (CDBG-CV)
Substantial Amendment
21-1625

1. Conduct a public hearing for the Consolidated Annual Performance and Evaluation Report prepared for the U.S. Department of Housing & Urban Development to report on specific Federal housing assistance and community development activities undertaken by the City of Fontana during Fiscal Year 2021-2022; and

2. Conduct a public hearing for the adoption of the Community Development Block Grant-CARES Act (CDBG-CV) funding Action Plan Substantial Amendment prepared for the U.S. Department of Housing & Urban Development; and

3. Authorize the City Manager to execute and transmit any documents necessary to submit the Consolidated Annual Performance and Evaluation Report and Community Development Block Grant-CARES Act (CDBG-CV) Substantial Amendment, along with any comments received during the public hearing and public comment period, to the Department of Housing & Urban Development.

Fontana CAPER Draft 8.29.22.pdf
CARES Act_Substantial Amendment_Fontana_092022.pdf
Attachments:

Page 15 of 18 ends

16 City Council Meeting Regular Agenda September 13, 2022 C. Public Hearing on Formation of Community Facilities
District No. 111 (Monterado)
21-1692

1. Adopt Resolution No. 2022-117, of the City Council of the City of Fontana of formation of the City of Fontana Community Facilities District No. 111 (Monterado), authorizing the levy of a special tax within the community facilities district and establishing an appropriations limit for the community facilities district.

2. Adopt Resolution No. 2022-118, of the City Council of the City of Fontana deeming it necessary to incur bonded indebtedness within the City of Fontana Community Facilities District No. 111 (Monterado).

3. Adopt Resolution No. 2022-119, of the City Council of the City of Fontana calling special election for City of Fontana Community Facilities District No. 111 (Monterado).

4. Adopt Resolution No. 2022-120, of the City Council of the City of Fontana declaring results of special election and directing the recording of notice of special tax lien.

5. Read by title only and waive further reading of and introduce Ordinance No. 1904 levying special taxes within the City of Fontana Community Facilities District No. 111 (Monterado); and that the reading of the title constitutes the first reading thereof.

6. Adopt Resolution No. 2022- 121, of the City Council of the City of Fontana authorizing the execution and delivery of a Letter of Credit Agreement and an Acquisition and Funding Agreement.

Resolution of Formation - Reso. No. 2022-117
Resolution To Incur Bonded Indebtedness - Reso. No.
2022-118
Resolution Calling Special Election - Reso. No. 2022-119 Resolution Declaring Results - Reso. No. 2022-120
Ordinance Levying Special Taxes - Ord. No. 1904
Resolution Authorizing Letter of Credit and Funding
Agreement - Reso. No. 2022-121
Notice of Special Tax Lien
Consent and Waiver
Letter of Credit Agreement
Acquisition and Funding Agreement
CFD Report
Attachments:

Page 16 of 18 ends

17 City Council Meeting Regular Agenda September 13, 2022 D. Public Hearing on Formation of Community Facilities
District No. 110M (Tract 16897)
21-1693

1. Adopt Resolution No. 2022-122, of the City Council of the City of Fontana Establishing Community Facilities District No. 110M of the City of Fontana, County of San Bernardino, State of California, and Establishing the Boundaries Thereof.

2. Adopt Resolution No. 2022-123, of the City Council of the City of Fontana Calling a Special Election and Submitting to the Voters of Community Facilities District No. 110M of the City of Fontana, County of San Bernardino, State of California, a Proposition with Respect to the Annual Levy of Special Taxes within said Community Facilities District to Pay the Costs of Certain Services to be provided by the Community Facilities District and a Proposition with Respect to the Establishment of an Appropriations Limit for said Community Facilities District.

3. Adopt Resolution No. 2022-124, of the City Council of the City of Fontana Declaring the Results of the Special Election for Community Facilities District No. 110M of the City of Fontana, County of San Bernardino, State of California, on the Propositions with Respect to (I) The Annual Levy of Special Taxes to Pay the Costs of Certain Services to be provided by the Community Facilities District and (II) The Establishment of an Appropriations Limit.

4. Read by title only, and waive further reading of and introduce Ordinance No. 1905 Authorizing the Levy of a Special Tax within Community Facilities District No. 110M, that the reading of the Title constitutes the first reading thereof.

Page 17 of 18 ends

18 City Council Meeting Regular Agenda September 13, 2022 Exhibit A: Resolution Establishing Community Facilities District No. 110M
Exhibit B: Resolution Establishing Community Facilities District No. 110M
Exhibit A: Resolution Calling Special Election for Community Facilities District No. 110M
Ordinance Authorizing the Levy for Community Facilities District No. 110M
Exhibit A: Ordinance Authorizing the Levy for Community Facilities District No. 110M
Exhibit B: Ordinance Authorizing the Levy for Community Facilities District No. 110M
Report to City Council Regarding the Public Services
Required for Community Facilities District No. 110M
CFD #110M Boundary Map
Resolution Establishing Community Facilities District No. 110M
Resolution Calling Special Election for Community Facilities District No. 110M
Resolution Declaring the Results of the Special Election for Community Facilities District No. 110M
Attachments:

NEW BUSINESS:

A. American Rescue Plan Act Update 21-1688
Approve revisions to the American Rescue Plan Act (ARPA) Expenditure Plan, including the leveraged projects, and authorize staff to move forward with projects.

Attachment A.pdf
Attachment B.pdf
Attachments:

CITY MANAGER COMMUNICATIONS:

A. City Manager Communications
ELECTED OFFICIALS COMMUNICATIONS/REPORTS:

A. Elected Officials Communications/Reports
ADJOURNMENT:

A. Adjournment
Adjourn to the next Regular City Council Meeting on Tuesday, September 27, 2022, at 7:00 p.m. in the Grover W. Taylor Council Chambers located at 8353 Sierra Avenue, Fontana, California.

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19 City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1658 Agenda Date: 9/13/2022
Agenda #: A. Category: Closed Session
Closed Session
Tuesday, September 13, 2022
6:00 P.M.

City Hall - Executive Conference Room
City Council
Acquanetta Warren, Mayor
Peter Garcia, Mayor Pro Tem
John Roberts, Council Member
Jesus “Jesse” Sandoval, Council Member
Phillip W. Cothran., Council Member
City of Fontana Page 1 of 1 Printed on 9/7/2022
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1659 Agenda Date: 9/13/2022
Agenda #: A. Category: Proclamation
Proclamations
Tuesday, September 13, 2022
7:00 P.M.

Council Chambers
City Council
Acquanetta Warren, Mayor
Peter Garcia, Mayor Pro Tem
John Roberts, Council Member
Jesus “Jesse” Sandoval, Council Member
Phillip W. Cothran., Council Member
City of Fontana Page 1 of 1 Printed on 9/7/2022
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1661 Agenda Date: 9/13/2022
Agenda #: A. Category: Special Presentation
Special Presentations
Tuesday, September 13, 2022
7:00 P.M.

Council Chambers
City Council
Acquanetta Warren, Mayor
Peter Garcia, Mayor Pro Tem
John Roberts, Council Member
Jesus “Jesse” Sandoval, Council Member
Phillip W. Cothran., Council Member
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City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1662 Agenda Date: 9/13/2022
Agenda #: A. Category: Consent Calendar
FROM:

City Clerk
SUBJECT:

Approval of Minutes
RECOMMENDATION:

Approve the minutes of the July 26, 2022, Regular City Council Meeting and the August 25, 2022, Special City Council Meeting.

COUNCIL GOALS:
· Create and maintain a dynamic team by promoting stability and predictability by providing consistent policy direction.
· Create and maintain a dynamic team by communicating Goals and Objectives to all commissions and employees.

DISCUSSION:

The City Council will consider approval of the minutes of the July 26, 2022, Regular City Council meeting and the August 25, 2022, Special City Council meeting. Draft minutes are attached to this report for Council review and approval.

FISCAL IMPACT:

None
MOTION:

Approve staff recommendation.

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Tuesday, July 26, 2022
7:00 PM
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Grover W. Taylor Council Chambers
City Council Meeting
Acquanetta Warren - Mayor
Peter A. Garcia - Mayor Pro Tem
John B. Roberts - Council Member
Jesus "Jesse" Sandoval - Council Member
Phillip Cothran - Council Member
Germaine McClellan Key - City Clerk
Janet Koehler-Brooks, City Treasurer
Minutes

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24 CALL TO ORDER/ROLL CALL:

A. 7:00 P.M. Call To Order/Roll Call:

The Regular meeting of the Fontana City Council was held on Tuesday, July 26, 2022, in the Grover W. Taylor Council Chambers, 8353 Sierra Avenue, Fontana, CA, 92335. Mayor Warren called the meeting to order at 7:03 p.m.

ROLL CALL:

Present: Mayor Warren, Mayor Pro Tem Garcia, Council Members Cothran, Roberts, and Sandoval.

Absent: None
City Clerk McClellan Key and City Treasurer Koehler-Brooks were also in attendance.

INVOCATION/PLEDGE OF ALLEGIANCE:

A. Invocation/Pledge of Allegiance:

The invocation was led by Chaplain Angel Martinez from LSD Church, followed by the pledge of allegiance which was led by Council Member Cothran.

PROCLAMATION:

A. 21-1604

1. Mayor Warren and City Council to proclaim August as Sickle Cell Trait Prevention Month (Sickle Cell Trait Prevention Founder and Executive Director, Farron Dozier, to accept).

Mayor Warren and City Council presented a proclamation to Sickle Cell Trait Prevention Founder and Executive Director Dozier.

SPECIAL PRESENTATIONS:

A. 21-1605

1. Mayor Warren and City Council to recognize Officer Matthew Rodgers and Dispatcher Justine Mojarro as the Police Department's June 2022 Employees of the Month (Captain Dorsey and Lieutenant Kraut to present).

Mayor Warren and City Council congratulated and recognized Officer Rodgers and Dispatcher Mojarro as being selected as the Police Department's June 2022 Employees of the Month.

2. Special Recognition of Mayor Acquanetta Warren's Birthday (City Council to present).

Mayor Pro Tem Garcia and the City Council recognized Mayor Warren's Birthday.

PUBLIC COMMUNICATIONS:

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25 City Council Meeting Minutes July 26, 2022
A. Public Communications
The following individuals spoke under public communications:

1. Elizabeth Sena spoke in opposition of warehouse development and health side effects.

2. Jasmine Cunningham spoke in opposition of Consent Calendar Items 'I-L, N, P, X-AC, AE-AP'

3. Amparo Munoz wished Mayor Warren a Happy Birthday and commented on the Sickle Cell Proclamation.

4. Kristen Smith spoke in opposition of Consent Calendar Item 'E'.

5. Matt Slowik spoke in support of Consent Calendar Item 'H'.

CONSENT CALENDAR:

Prior to Council taking a motion, City Attorney Duran identified the following:

1. Memo was placed at the dais by staff identifying changes to Consent Calendar Item 'H'.

Memo will be included in the final record.

2. Consent Calendar Item 'T' requires that all Executive Level salaries are read aloud for members of the public.

Mayor Warren asked staff to respond to questions made in public communications for Item 'E'.

Deputy City Manager Burum provided clarification.

Council Member Roberts noted his need to abstain from item 'V' due to proximity to home residence.

ACTION: Motion was made by Mayor Pro Tem Garcia, seconded by Council Member Cothran, and passed unanimously by a vote of 5-0 to approve Consent Calendar Items 'A-AQ', with Council Member Sandoval voting 'NO' on Consent Calendar Items 'F' and 'H' and Council Member Roberts abstaining from Consent Calendar Item 'V'. The motion carried by the following vote: AYES: Warren, Garcia, Cothran, Roberts, and Sandoval; NOES: None; ABSTAIN: None
A. Approval of Minutes 21-1588
Approve the minutes of the July 12, 2022, City Council Meeting.

B. Authorization of the Recruitment and Retention Incentive Program 21-1286 Authorize an incentive program to recruit and retain part-time staff members and amend the American Rescue Plan Act (ARPA) Expenditure Plan.

C. Amend Administrative Policy Section 20-13 (Public Records Requests)
21-1502
Adopt Resolution No. 2022-068, of the City Council of the City of Fontana amending Administrative Policy Section 20-13 (Public Records Requests).

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26 City Council Meeting Minutes July 26, 2022
D. Resolution Ratifying the 2022-2025 Memorandum of
Understanding for the Fontana Police Officers’ Association 21-1520
Adopt Resolution No. 2022-069, a resolution of the City Council of the City of Fontana ratifying the Memorandum of Understanding between the City of Fontana and the Fontana Police Officers’ Association and Approving the Updated Corresponding Salary Table.

E. Accept Family Homelessness Challenge Grant from California Interagency Council On Homelessness
21-1523

1. Authorize the City Manager to execute and transmit any documents necessary to ensure the City's timely receipt of Family Homelessness Challenge Grant Allocation; and

2. Authorize staff to increase revenue and expenditures in the amount of $2,726,608 from the Family Homelessness Challenge Grant, Round 1 (FHC-1).

F. 21-1528
Second Reading/Adopt Ordinance No. 1896, an Ordinance of the City Council of the City of Fontana, approving Specific Plan Amendment No. 21-003 for a comprehensive update to the Southwest Industrial Park Specific Plan (SWIP) Specific Plan as shown in Attachment No. 1.

G. Adoption of Ordinance No. 1898 (Second Reading) 21-1529 Second Reading/Adopt Ordinance No. 1898, an Ordinance of the City Council of the City of Fontana that includes the original standards presented to Planning Commission approving Master Case No. 22-049, Master Case No. 22-071, Municipal Code Amendment No. 22-004, and Municipal Code Amendment No. 22-005 - Update to the Fontana Municipal Code for amendments to Chapter 26 Subdivisions and Chapter 30 Zoning and Development Code without the Planning Commission modifications.

H. Adoption of Ordinance No. 1899 (Second Reading) 21-1530 Second Reading/Adopt Ordinance No. 1899, an Ordinance of the City Council of the City of Fontana, approving Municipal Code Amendment (MCA) No. 22-006 to amend Chapter 30 of the Fontana Municipal Code and add Chapter 33, “Cannabis Businesses and Activities”, and the reading of the title constitutes the first reading thereof
I. Levy of a Special Tax in Community Facilities District No. 7 (Country Club Estates) for Fiscal Year 2022-2023.
21-1532
Adopt Resolution No. 2022-070, of the City Council of the City of Fontana, California, authorizing the Levy of a Special Tax in Community Facilities District No. 7 (Country Club Estates) for Fiscal Year 2022-2023.

J. Levy of a Special Tax in Community Facilities District No. 11 (Heritage West End) for Fiscal Year 2022-2023.
21-1534
Adopt Resolution No. 2022-071, of the City Council of the City of Fontana, California, authorizing the Levy of a Special Tax in Community Facilities District No. 11 (Heritage West End) for Fiscal Year 2022-2023.

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27 City Council Meeting Minutes July 26, 2022
K. Levy of a Special Tax in Community Facilities District No. 22 (Sierra Hills South) for Fiscal Year 2022-2023
21-1536
Adopt Resolution No. 2022-072, of the City Council of the City of Fontana, California, authorizing the Levy of a Special Tax in Community Facilities District No. 22 (Sierra Hills South) for Fiscal Year 2022-2023.

L. Levy of a Special Tax in Community Facilities District No. 31 (Citrus Heights North) for Fiscal Year 2022-2023
21-1538
Adopt Resolution No. 2022-073, of the City Council of the City of Fontana, California, authorizing the Levy of a Special Tax in Community Facilities District No. 31 (Citrus Heights North) for Fiscal Year 2022-2023.

M. Measure I Five Year Local Street Capital Improvement Program Amendment and Annual Adoption
21-1539
Adopt Resolution No. 2022-074, Approving an Amendment to the Fiscal Years 2021/2022-2025/2026 Measure I Five Year Local Street Capital Improvement Program (CIP) and Adopting the Measure I Five Year Local Street Capital Improvement for Fiscal Years 2022/2023-2026/2027
N. Levy of a Special Tax in Community Facilities District No. 71 (Sierra Crest) for Fiscal Year 2022-2023
21-1540
Adopt Resolution No. 2022-075, Authorizing the Levy of Special Tax in Community Facilities District No. 71 (Sierra Crest) for Fiscal Year 2022-2023.

O. Police Department Monthly Information Update 21-1541 Accept the Police Department monthly information update for June 2022.

P. Levy of a Special Tax in Community Facilities District No. 74B and 74M (Citrus/Summit) for Fiscal Year 2022-2023
21-1542

1. Adopt Resolution No. 2022-076, Authorizing the Levy of a Special Tax in Community Facilities District No. 74B (Citrus/Summit) for Fiscal Year 2022-2023.

2. Adopt Resolution No. 2022-077, Authorizing the Levy of a Special Tax in Community Facilities District No. 74M (Citrus/Summit) for Fiscal Year 2022-2023.

Q. Police Department Donations Jan - Jun 2022 21-1543
Accept monetary and gift donations from multiple donors including community programs, businesses, and citizens.

R. 2022 National Night Out Event 21-1546

1. Accept monetary and gift donations from multiple donors for the 2022 National Night Out Event with a total value of $936.00 and cash amount in $600.00.

2. Adopt Resolution No. 2022-078, requesting to recognize August 2, 2022, as National Night Out.

S. Award Contract for Citywide Weed Abatement and Rubbish Removal Services SP-64-DS-22
21-1571
Award bid and authorize the City Manager to execute a contract with California

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28 City Council Meeting Minutes July 26, 2022
Landscape and Design, Inc., for a period of two (2) years, renewable for three (3) one-year extensions at the City's sole discretion (SP-64-DS-22) for Weed Abatement and Rubbish Removal from city properties and code violations of property owners not to Exceed $315,000.

T. Adopt Resolutions Approving the Updated Salary Table and the Executive Management Benefits Schedule for the Executive Management Team
21-1556

1. Adopt Resolution No. 2022-079, a resolution of the City Council of the City of Fontana adopting the updated Executive salary table.

2. Adopt Resolution No. 2022-080, a resolution of the City Council of the City of Fontana adopting the Executive Management Benefits Schedule for the Executive Management Team.

U. Prohousing Designation Program Application 21-1573
Adopt Resolution No. 2022-082, a Resolution of the City Council of the City of Fontana authorizing application to, and participation in, the Prohousing Designation Program.

Authorize the City Manager to execute any documents necessary or appropriate as required for application to and participation in the program.

V. Adoption of a Resolution Authorizing Acceptance of Certain Property and Execution of an Open Space Agreement
21-1599
Approve Resolution No. 2022-083, A Resolution of the City Council of the City of Fontana, California, Approving Acceptance of the Grant Deed from the IDIL West Valley Logistics Center, LP (“WVLC”) of the Property Identified and Depicted in Exhibits A and B to this Resolution, and Execution of the Covenant and Agreement Regarding Open Space and Reimbursement Agreement (“Open Space Agreement”) between WVLC, West Valley Logistics Center Owner’s Association (“OA”) and the City, and Further Authorizing the City Manager to Enter into any and all other Documentation in Furtherance of the City’s Approval Contained Herein, and Finding the Same Exempt from CEQA W. Authorization of the acceptance of $60,000 from California Governor’s Office of Emergency Services - High Frequency Communications Equipment Program.
21-1589
It is recommended that the Mayor and City Council accept funding in the amount of $60,000.

X. Levy of a Special Tax in Community Facilities District No. 100 (Victoria) for Fiscal Year 2022-2023
21-1590
Adopt Resolution No. 2022-084, Authorizing the Levy of Special Tax in Community Facilities District No. 100 (Victoria) for Fiscal Year 2022-2023.

Y. Levy of a Special Tax in Community Facilities Districts for Fiscal Year 2022-2023
21-1586
Adopt Resolution No. 2022- 085, Authorizing the Levy of a Special Tax within Community Facilities Districts (Maintenance) for Fiscal Year 2022-2023.

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Z. Resolution of Intent to form Community Facilities District No. 111 (Monterado)
21-1582

1. Adopt Resolution No. 2022-086, of the City Council of the City of Fontana of Intention to Establish a Community Facilities District and to Authorize the Levy of Special Taxes.

2. Adopt Resolution No. 2022-087, of the City Council of the City of Fontana to Incur Bonded Indebtedness of the Proposed City of Fontana Community Facilities District No. 111 (Monterado).

AA. Levy of a Special Tax in Community Facilities District No. 95 (Summit @ Rosena Phase 2) for Fiscal Year 2022-2023
21-1574
Adopt Resolution No. 2022-088, Authorizing the Levy of Special Tax in Community Facilities District No. 95 (Summit @ Rosena Phase 2) for Fiscal Year 2022-2023.

AB. Resolution of Intent to Form Community Facilities District No. 110M (Tract 16897)
21-1583

1. Adopt Resolution No. 2022-089, of Intent of the City Council of the City of Fontana with Respect to Establishment of Proposed Community Facilities District No. 110M of the City of Fontana, County of San Bernardino, State of California.

2. Set the Public Hearing for September 13, 2022, for the Formation of the District and call for the Special Election for September 13, 2022.

AC. Levy of a Special Tax in Community Facilities District No. 85 (The Meadows) for Fiscal Year 2022-2023
21-1555
Adopt Resolution No. 2022-090, Authorizing the Levy of Special Tax in Community Facilities District No. 85 (The Meadows) for Fiscal Year 2022-2023.

AD. Approve an Amendment to the Operating Agreement between San Bernardino County Transportation Authority and the City of Fontana for the Fontana Metrolink Station.
21-1554
1) Approve Amendment No. 1 to Cooperative Agreement No. 93-078 between the SAN BERNARDINO COUNTY TRANSPORTATION
AUTHORITY and the CITY OF FONTANA regarding the management of jointly owned property at the Fontana Metrolink Station. 2) Authorize the City Manager to execute the agreement. 3) Authorize an allocation of $2,800 from the General Fund.

AE. Levy of a Special Tax in Community Facilities District No. 89 (Belrose) for Fiscal Year 2022-2023
21-1553
Adopt Resolution No. 2022-091, Authorizing the Levy of Special Tax in Community Facilities District No. 89 (Belrose) for Fiscal Year 2022-2023.

AF. Levy of a Special Tax in Community Facilities District No. 88 (Sierra Crest II) for Fiscal Year 2022-2023
21-1552
Adopt Resolution No. 2022-092, Authorizing the Levy of Special Tax in Community Facilities District No. 88 (Sierra Crest II) for Fiscal Year 2022-2023.

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30 City Council Meeting Minutes July 26, 2022
AG. Levy of a Special Tax in Community Facilities District No. 86 (Etiwanda Ridge) for Fiscal Year 2022-2023.
21-1549
Adopt Resolution No. 2022-093, Authorizing the Levy of Special Tax in Community Facilities District No. 86 (Etiwanda Ridge) for Fiscal Year 2022-2023 AH. Levy of a Special Tax in Community Facilities District No. 81 (Gabriella) for Fiscal Year 2022-2023
21-1548
Adopt Resolution No. 2022-094, Authorizing the Levy of Special Tax in Community Facilities District No. 81 (Gabriella) for Fiscal Year 2022-2023.

AI. Levy of a Special Tax in Community Facilities District No. 80 (Bella Strada) for Fiscal Year 2022-2023
21-1547
Adopt Resolution No. 2022-095, Authorizing the Levy of Special Tax in Community Facilities District No. 80 (Bella Strada) for Fiscal Year 2022-2023.

AJ. Levy of a Special Tax in Community Facilities District No. 87 (El Paseo) for Fiscal Year 2022-2023
21-1572
Adopt Resolution No. 2022-096, Authorizing the Levy of Special Tax in Community Facilities District No. 87 (El Paseo) for Fiscal Year 2022-2023.

AK. Levy of a Special Tax in Community Facilities District No. 70 (Avellino) for Fiscal Year 2022-2023
21-1560
Adopt Resolution No. 2022-097, of the City Council of the City of Fontana, California, authorizing the Levy of Special Tax in Community Facilities District No. 70 (Avellino) for Fiscal Year 2022-2023.

AL. Levy of a Special Tax in Community Facilities District No. 37 (Montelago) for Fiscal Year 2022-2023
21-1559
Adopt Resolution No. 2022-098, of the City Council of the City of Fontana, California, authorizing the Levy of Special Tax in Community Facilities District No. 37 (Montelago) for Fiscal Year 2022-2023.

AM. Levy of a Special Tax in Community Facilities District No. 12 (Sierra Lakes) for Fiscal Year 2022-2023.
21-1558
Adopt Resolution No. 2022-099, of the City Council of the City of Fontana, California, authorizing the Levy of a Special Tax in Community Facilities District No. 12 (Sierra Lakes) for Fiscal Year 2022-2023
AN. Levy of a Special Tax in Community Facilities District No. 1 (Southridge Village) for Fiscal Year 2022-2023
21-1579
Adopt Resolution No. 2022-100, Authorizing the Levy of a Special Tax in Community Facilities District No. 1 (Southridge) for Fiscal Year 2022-2023.

AO. Levy of a Special Tax in Community Facilities District No. 90 (Summit @ Rosena Phase 1) for Fiscal Year 2022-2023
21-1576
Adopt Resolution No. 2022-101, Authorizing the Levy of Special Tax in Community Facilities District No. 90 (Summit @ Rosena Phase 1) for Fiscal Year 2022-2023.

AP. Levy of a Special Tax in Community Facilities District No. 106 (Mountainview) for Fiscal Year 2022-2023
21-1584

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31 City Council Meeting Minutes July 26, 2022
Adopt Resolution No. 2022-102, Authorizing the Levy of Special Tax in Community Facilities District No. 106 (Mountainview) for Fiscal Year 2022-2023.

AQ. Enroll City in the California Contract Cities Association 21-1607 Authorize City Manager to enroll City in the California Contract Cities Association PUBLIC HEARINGS:

A. Second Combined General Plan Amendments and Projects for the 2nd General Plan Cycle of 2022; Part No. 1 (Sierra Summit Industrial Project), Part No. 2 (Citrus East Residential Development), and Part No. 3 (Ventana at Duncan Canyon
Specific Plan Amendment)
21-1422

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32 City Council Meeting Minutes July 26, 2022
The following public hearing was considered in three (3) parts.

Mayor Warren opened the public hearing for Part One (1).

Associated Planner Cecily Session-Goins presented the staff report on the Sierra Summit Industrial project and answered questions of the City Council.

City Clerk McClellan Key noted that the City Clerk's Department received a total of two (2) letters in opposition of Part One (1).

The following individuals spoke on Part One (1) under public communications:

1. Noah Garrison, Opposition

2. Matt Slowick, Support
Prior to Mayor Warren closing the public hearing for Part One (1), Deputy City Manager Burum interjected stating that he strongly disagreed with Mr. Garrison's comments in opposition of this item.

Mayor Warren closed the public hearing for Part One (1).

Mayor Warren opened the public hearing for Part Two (2).

Senior Planner Salvador Quintanilla provided the staff report on the Citrus East Residential Development and answered questions of the City Council regarding fencing.

City Clerk McClellan Key noted that there were no written correspondences received for Part Two (2).

The following individual spoke on Part Two (2) under public communications:

1. Matt Slowick, Support
Mayor Warren closed the public hearing for Part Two (2).

Mayor Warren opened the public hearing for Part Three (3).

Senior Planner Salvador Quintanilla provided the staff report on the Ventana at Duncan Canyon Specific Plan Amendment and answered questions of the City Council.

City Clerk McClellan Key noted that the City Clerk's Department received a total of one (1) letter in opposition of Part Three (3).

The following individual spoke on Part Three (3) under public communications:

1. Delshawn McClellon, Opposition

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33 City Council Meeting Minutes July 26, 2022
Mayor Warren closed the public hearing for Part Three (3).

Deputy City Manager Burum noted for the Mayor and City Council that all applicants are in attendance and available for questions or comment.

Mayor Warren re-opened the public hearing for Part Two (2).

The following applicant spoke in regards to Part Two (2):

1. Candyce Burnett, Kimley Horn, Support
Mayor Warren re-closed the public hearing for Part Two (2).

Prior to Council motion, Council Member Sandoval noted for the record that he will not be able to support Part 1 and Part 2 of this item and supports Part 3 only.

Deputy City Clerk Arocho will note for the final record.

ACTION: Motion was made by Mayor Pro Tem Garcia, seconded by Council Member Roberts, and passed by the following votes:

Part No. 1 - Sierra Summit Industrial Project
Motion passed by a vote of 4-1: AYES: Warren, Garcia, Cothran and Roberts; NOES: Sandoval; ABSTAIN: None
1a. Adopt Resolution No. 2022-103 (Part No. 1 of General Plan Amendment cycle No. 2 of 2022), a Resolution of the City Council of the City of Fontana adopting the Mitigated Negative Declaration pursuant to Section 15070 of the California Environmental Quality Act (CEQA) and Section 6.04 of the 2019 Local Guidelines for Implementing CEQA, approving General Plan Amendment No. 21-001 (Part No. 1 of General Plan Amendment cycle No. 2 of 2022) amending the General Plan Land Use designation on approximately 4.49 adjusted gross acres (APN: 0239-161-28) from General Commercial (C-G) to Light Industrial (I-L) and approving Design Review No. 21-014 for the construction of a 102,330 square foot industrial commerce center and associated on-site and off-site improvements; 1b. Read by title only and waive further reading of and introduce Ordinance No. 1897, an Ordinance of the City Council of the City of Fontana, approving a Zoning District Map amendment changing the zoning designation for APN 0239-161-28 from General Commercial (C-2) to Light Industrial (M-1), and that the reading of the title constitutes the first reading thereof;
1c. Read by title only and waive further reading of and introduce Ordinance No. 1900, an Ordinance of the City Council of the City of Fontana, approving Development Agreement No. 22-001 for a public benefit fee.

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Part No. 2 - Citrus East Residential Development
Motion passed by a vote of 4-1: AYES: Warren, Garcia, Cothran and Roberts; NOES: Sandoval; ABSTAIN: None
2a. Adopt Resolution No. 2022-104 (Part No. 2 of General Plan Amendment cycle No. 2 of 2022,) a Resolution of the City Council of the City of Fontana, adopting the Mitigated Negative Declaration pursuant to Section 15070 of the California Environmental Quality Act (CEQA) and Section 6.04 of the 2019 Local Guidelines for Implementing CEQA, approving General Plan Amendment No. 21-009 (Part No. 2 of General Plan Amendment cycle No. 2 of 2022) amending the General Plan Land Use designation on approximately 8.65 adjusted gross acres (APN: 0239-141-30) from Community-Commercial (C-C) to Medium Density Residential (R-M), approving Tentative Tract Map No. 20513 (TTM No. 21-008) to establish 76 detached “motorcourt” (cluster) residential lots, approving Conditional Use Permit No. 21-022 to establish a Planning Unit Development (PUD) which includes the establishing development standards for the motorcourt (cluster) units and approving Design Review No. 21-047 for the development of 76 detached motorcourt (cluster) units with amenities, landscaping and parking;
2b. Read by title only and waive further reading of and introduce Ordinance No. 1901, an Ordinance of the City Council of the City of Fontana, approving a Zoning District Map amendment to change the zoning on one parcel from Community Commercial (C-1) to Medium Density Residential (R-2) and that the reading of the title constitutes the first reading thereof.

Part No. 3 - Ventana at Duncan Canyon Specific Plan Amendment Motion passed by a vote of 5-0: AYES: Warren, Garcia, Cothran, Roberts, and Sandoval; NOES: None; ABSTAIN: None
3a. Adopt Resolution No. 2022-112, A Resolution of the City Council of the City of Fontana, certifying the fnial supplemental environmental impact report (SCH # 2021100400) for the Ventana at Duncan Canyon Specific Plan Amendment Project, adopting Environmental findings pursuant to the California Environmental Quality Act; Adopting a Statement of overriding considerations and mitigation monitoring and reporting program; and directing staff to file a Notice of Determination;
3b. Adopt Resolution No. 2022-105 (Part No. 3 of General Plan Amendment cycle No. 2 of 2022,) a Resolution of the City Council of the City of Fontana, to certify the Final Environmental Impact Report (FEIR), (State Clearinghouse No. 2021100400), adopt a Statement of Overriding Consideration, a Mitigation Monitoring and Reporting Program, and a Statement of Facts and Findings, and direct staff to file a Notice of

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Determination; (Part 3 of General Plan Amendment cycle No. 2 of 2020) amending the General Plan Land Use designation on approximately 102 adjusted gross acres from Medium-Density Residential (R-M) and General Commercial (C-G) to General Commercial (C-G), Medium-Family Residential (R-MF), Multi-Family Medium/High (R-MFMH), and Regional Mixed Use (RMU) to be consistent with the new Planning Areas of the proposed specific plan amendment;
3c. Read by title only and waive further reading of and introduce Ordinance No. 1902, an Ordinance of the City Council of the City of Fontana, approving a Specific Plan Amendment No. 21-001, for a comprehensive modification to the overall Ventana at Duncan Canyon Specific Plan to establish new Planning Areas that will have unique land uses, development standards, design guidelines, and create a special place for people to live, work, play, shop, and visit and that the reading of the title constitutes the first reading thereof.

B. Master Case No. 21-124; Specific Plan Amendment No. 21-007; Tentative Tract Map No. 20512 (TTM No. 21-009); Design Review No. 21-046 - A request for entitlements supporting the construction of 85 detached residential units on a 9-acre lot at the northwest corner of Summit Avenue and Citrus Avenue.
21-1508
Mayor Warren opened the public hearing.

City Clerk McClellan Key noted for the record that no public communications were received for this item.

Associate Planner Alex Rico provided the staff report and answered questions of the City Council regarding vinyl fencing.

There were no members of the public who wished to speak in favor or opposition of this item.

Mayor Warren closed the public hearing.

Prior to Council motion, Council Member Cothran asked staff to ensure that the applicant identify a designated trash location for the units.

ACTION: Motion was made by Mayor Pro Tem Garcia, seconded by Council Member Cothran, and passed by a vote of 4-1 to approve Public Hearing Item 'B' as follows:

1. Adopt Resolution No. 2022-106, a Resolution adopting an Addendum and Mitigation, Monitoring, and Reporting Program (MMRP) to the Citrus Heights North Specific Plan PEIR (SCH NO. 2003111125) pursuant to Sections 15162 and 15164 of the California Environmental Quality Act

Page 12 of 16 ends

36 City Council Meeting Minutes July 26, 2022
(CEQA) Guidelines and Section 8.06 of the City of Fontana’s 2019 Local CEQA Guidelines, and approving Tentative Tract Map No. 20512 (TTM No. 21-009) to subdivide a parcel approximately 9 acres into a tract of 85 lots for single-family residential development; and approving Design Review No. 21-046 for the development of 85 cluster unit single-family units with amenities, landscaping and parking; and,

2. Read by title only and waive further reading of and introduce Ordinance No. 2022-1903, an Ordinance of the City of Fontana approving Specific Plan Amendment No. 21-007 to modify Specific Plan land use districts to allow the development of single-family residences in Planning Area 12 of the Citrus Heights North Specific Plan area.

The motion carried by the following vote: AYES: Warren, Garcia, Cothran, and Roberts; NOES: Sandoval; ABSTAIN: None
C. Public Hearing to Establish Fiscal Year 2022-2023 Assessment Rates for Landscape and Lighting Maintenance Districts
21-1578
Mayor Warren opened the public hearing.

City Clerk McClellan Key noted for the record that there were no written correspondences received on this item.

Accountant I Justin Marietta provided the staff report.

There were no members of the public who wished to speak in favor or opposition of this item.

Mayor Warren closed the public hearing.

ACTION: Motion was made by Council Member Roberts, seconded by Council Member Sandoval, and passed unanimously by a vote of 5-0 to approve Public Hearing Item 'C' as follows:

1. Adopt Resolution No. 2022-107, of the City Council of the City of Fontana, California, Confirming a Diagram and Assessment, and Levying the Assessment for Landscape Maintenance District No. 1 (“LMD #1” throughout the City) for Fiscal Year 2022-2023.

2. Adopt Resolution No. 2022-108, of the City Council of the City of Fontana, California, Confirming a Diagram and Assessment, and Levying the Assessment for Landscape Maintenance District No. 2 (“LMD #2” Village of Heritage) for Fiscal Year 2022-2023.

3. Adopt Resolution No. 2022-109, of the City Council of the City of Fontana, California, Confirming a Diagram and Assessment, and Levying

Page 13 of 16 ends

37 City Council Meeting Minutes July 26, 2022
the Assessment for Landscape Maintenance District No. 3 (“LMD #3” Hunter’s Ridge) for Fiscal Year 2022-2023.

4. Adopt Resolution No. 2022-110, of the City Council of the City of Fontana, California, Confirming a Diagram and Assessment, and Levying the Assessment for Landscape Maintenance District No. 3-1 (“LMD #3-1” Empire Center) for Fiscal Year 2022-2023.

5. Adopt Resolution No. 2022-111, of the City Council of the City of Fontana, California, Confirming a Diagram and Assessment, and Levying the Assessment for Local Lighting Maintenance District No. 3 (“LLMD #3” Hunter’s Ridge) for Fiscal Year 2022-2023.

The motion carried by the following vote: AYES: Warren, Garcia, Cothran, Roberts, and Sandoval; NOES: None; ABSTAIN: None
NEW BUSINESS:

A. Fiscal Year 2021/22 Fourth Quarter Budget Status Report 21-1592 Chief Financial Officer Jessica Brown presented the staff report and answered questions of the City Council.

ACTION: Motion was made by Council Member Cothran, seconded by Council Member Sandoval, and passed unanimously by a vote of 5-0 to approve New Business Item 'A' as follows:

1. Approve the recommended Fourth Quarter Budget Adjustments

2. Approve and authorize the available 2021-22 budget at fiscal yearend for Project Funds, ARPA Funds and any budget identified by departments to be carried forward to the 2022-23 budget.

3. Adopt Resolution No. 2022 – 081, of the City Council of the City of Fontana adopting the updated salary range for classifications of Senior Civil Engineer and Senior Traffic Engineer and the updated Management Confidential salary table.

The motion carried by the following vote: AYES: Warren, Garcia, Cothran, Roberts, and Sandoval; NOES: None; ABSTAIN:None
CITY MANAGER COMMUNICATIONS:

A. City Manager Communications
Deputy City Manager Ray Ebert thanked the Mayor and City Council for allowing him to join them at the dais in City Manager Ballantyne's absence.

Page 14 of 16 ends

38 City Council Meeting Minutes July 26, 2022
ELECTED OFFICIALS COMMUNICATIONS/REPORTS:

A. Designation of Voting Delegate and Alternate for the League of California Cities Annual Conference, September 7-9, 2022, Long Beach, California
21-1587
Appoint a voting delegate and an alternate voting delegate for the League of California Cities Annual Conference, in Long Beach, California, on September 7-9, 2022.

ACTION: Motion was made by Council Member Cothran, seconded by Mayor Pro Tem Garcia, to appoint Mayor Warren as voting delegate. The motion carried by a unanimous roll call vote of 5-0 as follows: AYES:

Warren, Garcia, Cothran, Roberts, and Sandoval; NOES: None; ABSTAIN:

None
B. Elected Official Communications/Reports
City Treasurer Koehler-Brooks wished Mayor Warren and her sister, Nancy, a Happy Birthday.

City Clerk McClellan Key echoed the birthday wishes and announced the new mental health hotline.

Council Member Roberts complimented staff on presentations and wished Mayor Warren a Happy Birthday.

Council Member Sandoval asked staff to look into overnight parking at public parks and towing privileges; wished Nancy Koehler, and wife, Mary, a Happy Birthday.

Council Member Cothran wished Mayor Warren and Nancy Koehler a Happy Birthday.

Mayor Pro Tem wished Mayor Warren a Happy Birthday and asked Mayor Warren to share recent family achievement.

Mayor Warren announced that her son recently received the medal of valor by the San Bernardino County Sheriff's Department.

Mayor Warren reminded the public that there are no Council meetings for the month of August and announced upcoming community events.

ADJOURNMENT:

A. Adjournment

Page 15 of 16 ends

39 City Council Meeting Minutes July 26, 2022
Mayor Warren and the City Council took a moment of silence for the following individuals who recently passed:

1. San Bernardino County Assessor Bob Dutton

2. Reggie Andrews

3. Wilma Callen, Fontana Resident since '53
Mayor Warren adjourned the meeting at 9:05 p.m. to the next Regular City Council Meeting on September 13, 2022, at 7:00 p.m. in the Grover W. Taylor Council Chambers located at 8353 Sierra Avenue, Fontana, California.
__________________________________
Ashton R. Arocho, MMC
Deputy City Clerk

THE FOREGOING MINUTES WERE APPROVED AND ADOPTED BY THE FONTANA CITY COUNCIL ON SEPTEMBER 13, 2022.
_______________________________
Germaine McClellan Key
City Clerk

Page 16 of 16 ends

40 Thursday, August 25, 2022
3:00 PM
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Grover W. Taylor Council Chambers
Special City Council Meeting
Acquanetta Warren - Mayor
Peter A. Garcia - Mayor Pro Tem
John B. Roberts - Council Member
Jesus "Jesse" Sandoval - Council Member
Phillip Cothran - Council Member
Germaine McClellan Key - City Clerk
Janet Koehler-Brooks, City Treasurer
Minutes

Page 1 of 1 ends

41 3:00 P.M. CALL TO ORDER/ROLL CALL:

A. Call To Order/Roll Call:

The Special meeting of the Fontana City Council was held in the Grover W. Taylor Council Chambers, 8353 Sierra Avenue, Fontana, CA, 92335, on Thursday, August 25, 2022.

Mayor Warren called the meeting to order at 3:06 p.m.

ROLL CALL:

Present: Mayor Warren, Mayor Pro Tem Garcia, Council Members Cothran, Roberts, and Sandoval

Absent: NONE
City Clerk McClellan Key and City Treasurer Koehler-Brooks were also in attendance.

INVOCATION / PLEDGE OF ALLEGIANCE:

A. Invocation / Pledge of Allegiance:

Following the invocation led by Council Member Roberts, the pledge of allegiance was led by Mayor Warren.

PUBLIC COMMUNICATIONS:

A. Public Communications
There were no public communications received.

CONSENT CALENDAR:

ACTION: Motion was made by Council Member Roberts, seconded by Council Member Cothran, and passed unanimously by a roll call vote of 5-0 to approve Consent Calendar Items 'A-B' . The motion carried by the following vote: AYES: Warren, Garcia, Cothran, Roberts, and Sandoval; NOES: None; ABSTAIN: None
A. Purchase and Installation of New Playground Equipment in LMD 2 - Village of Heritage.
21-1657
Approve and authorize the Purchasing Office to “Piggy-Back” from the Sourcewell Cooperative Purchasing contract for the purchase and installation of new playground equipment from Innovative Playgrounds Company, Inc., in the amount of $261,783.59 and authorize a 10% construction contingency in the amount of $26,178.36
B. Approve Options for Contract Extensions for Landscape Maintenance and Tree Maintenance Services for Fiscal Year 2022-2023.
21-1664
Approve the annual renewal of maintenance services contracts for the 2022-2023 fiscal year:
· California Landscape and Design, Inc. - Landscape Maintenance Services Area 1 (SP-06-PW-20)
· Mariposa Landscapes, Inc. - Landscape Maintenance Services Area 2 (SP-06-PW-20)

Page 1 of 3 ends

42 Special City Council Meeting Minutes August 25, 2022 · Mariposa Landscapes, Inc. - Landscape Maintenance Services Area 3 (SP-06-PW-20)
· West Coast Arborists, Inc. - Tree Maintenance Services City-wide (SP-01 -PW-16)
CLOSED SESSION:

PUBLIC COMMUNICATION - CLOSED SESSION:

A. Public Communications - Closed Session
There were no public communications received on the following items:

CONFERENCE WITH LEGAL COUNSEL—ANTICIPATED LITIGATION
(Gov. Code section 54956.9(d)(2).): One matter.

CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(Gov. Code section 54956.8)
Property: 16860 Arrow Blvd. APN 0191163240000
City Negotiator: Matt Ballantyne, City Manager
Negotiating Party: Bank of America
Under Negotiation: Price and terms of payment
A. CLOSED SESSION
Assistant City Attorney Gina Herrera announced the Closed Session Items.

Mayor Warren and City Council exited Council Chambers at 3:11 p.m. and entered into Closed Session.

Mayor Warren and City Council returned to Council Chambers at 3:41 p.m.

CLOSED SESSION ANNOUNCEMENT
Assistant City Attorney Herrera announced that the Mayor and City Council met in Closed Session on the two items listed on the agenda and took no reportable action.

ADJOURNMENT:

A. Adjournment

Page 2 of 3 ends

43 Special City Council Meeting Minutes August 25, 2022 Mayor Warren adjourned the meeting at 3:42 p.m.
___________________________
Ashton R. Arocho, MMC
Deputy City Clerk

THE FOREGOING MINUTES WERE APPROVED AND ADOPTED BY THE FONTANA CITY COUNCIL ON SEPTEMBER 13, 2022.
__________________________
Germaine McClellan Key
City Clerk

Page 3 of 3 ends

44 City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1598 Agenda Date: 9/13/2022
Agenda #: B. Category: Consent Calendar
FROM:

Engineering
SUBJECT:

Approve Task Order for the Fontana Sewer Master Plan Update Project.

RECOMMENDATION:

1. Approve and authorize the City Manager to execute a Task Order in the amount of $478,502 with Albert A. Webb Associates, Inc. for Engineering services for the Fontana Sewer Master Plan Update Project, request for proposal SQ- 87-DE-19-32.

2. Approve and authorize the use of funds in the amount of $424,870 from Fund 302 as part of the City’s American Rescue Plan Act Expenditure Plan (ARPA).

3. Approve and authorize the City Manager to execute any future amendments to the Task Order.

COUNCIL GOALS:
· To invest in the city's infrastructure (streets, sewers, parks, etc.) by maintaining and improving the city's existing infrastructure.
· To invest in the city's infrastructure (streets, sewers, parks, etc.) by providing for the development of new infrastructure.

DISCUSSION:

On March 8, 2022, the City Council approved the ARPA Expenditure Plan which included $800,000 for two projects including sewer and stormwater master plan updates under the Federal use category of Water and Sewer Infrastructure (Sections 602(c)(1)(D) and Section 603(c)(1)(D) of the Social Security Act). These projects were determined to be eligible ARPA expenditures per the U.S.

Department of the Treasury State and Local Fiscal Recovery Funds Final Rule and met the following thresholds:
· Required activity per Environmental Protection Agency (EPA) Clean Water State Revolving Fund program, planning/assessment
· Responsive to an identified need to achieve or maintain an adequate minimum level of service through the development of a comprehensive plan for the stewardship of the sewer system to identify and prioritize deficiencies and improvements, cost information, and overall planning and maintenance of the system
· Cost-effective means for meeting sewer system requirements ensuring that limited available resources are programmed appropriately
· Unlikely to be made using private sources of funds due to limited available resources · Promotes the purpose of producing high-quality infrastructure, avert disruptive and costly City of Fontana Page 1 of 2 Printed on 9/7/2022
powered by Legistar™ 45
File #: 21-1598 Agenda Date: 9/13/2022
Agenda #: B. Category: Consent Calendar
delays, and promote efficiency
In an ongoing effort to improve public safety and to evaluate existing and future infrastructure across the city, a Request for Proposals (RFP) to update the existing 2013 Sewer Master Plan was prepared. The City’s sewer system consists of two hydraulically distinct systems that collect local flows; the regional trunk line (Main System) owned by IEUA and the smaller Tamarind System. The Sewer Master Plan includes evaluating each area based on existing and future conditions per the City’s General Plan. In addition, the scope of the project includes updating Sanitary Sewer System Management Plan to comply with the latest draft Statewide General Waste Discharge Requirements (WDR).

Staff solicited an RFP by notifying 46 prequalified firms through the Purchasing Office. Two (2) prospective firms downloaded the RFP documents, and a proposal was received from one (1) engineering firm interested in providing design services for the project on June 23, 2022. The proposal was evaluated based on several considerations including experience with similar work, understanding of scope and issues, along with available staff and schedule. As a result, the staff recommends approval of a Professional Services Agreement with Albert A. Webb Associates, Inc. for engineering design services for the project.

The total amount of the professional service agreement is in the amount of $478,502 including optional tasks, and the duration of the project is approximately one year from the contract award.

FISCAL IMPACT:

The fiscal impact associated with the approval of this item is $478,502 and is partially funded through ARPA funds. Funds are budgeted in Fiscal Year 2022-23 in Fund 302, Org 30236000 in the amount of $424,870 and in Fund #702, Org 70236000 in the amount of $53,632.

MOTION:

Approve staff recommendation.

City of Fontana Page 2 of 2 Printed on 9/7/2022
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CITY LIMITS

EXISTING MASTER PLAN PUMP STATIONEXISTING MASTER PLAN FLOW DIRECTIONEXISTING SEWER NEAR CAPACITY 25 EXISTING MASTER PLAN OF SEWERS

SPHERE OF INFLUENCE BOUNDARY

EXISTING SEWER AT CAPACITYPIPE NODE NUMBERS

CORRESPONDINDG ANALYSIS WORKSHEET

SERVICE AREAS

(116*+..

FLOW AREA LIMITS LINE


EXISTING SEWER IN OTHER CITIESFUTURE MASTER PLAN SEWERSFUTURE MASTER PLAN FLOW DIRECTIONDIVERSION MANHOLEFUTURE WASTEWATER TREATMENT PLANT  SECTION LINES AND NUMBERS
GENERAL NOTES:

THIS MAP IS FOR DIAGRAMMATIC PURPOSES
ONLY.

THE BOUNDARIES ON THIS MAP REPRESENT ONE

CONSULTANT'S OPINION OF FLOW AREA

BOUNDARIES FOR THE PURPOSES OFESTIMATING DOWNSTREAM SEWER CAPACITYNEEDS USING LAND USE PROJECTIONS FROM 1997. INCLUSION OF AREAS WITHIN A DRAINAGE

AREA DOES NOT CONSTITUTE A WARRANTY THAT

CAPACITY WILL BE AVAILABLE DOWNSTREAM OR

THAT ALL OF THE COLORED AREA WAS DEEMED
AS DEVELOPABLE IN 1997.

CITY OF RIALTO

CITY OF RANCHO CUCAMONGA CITY OF ONTARIO

BLOOMINGTON

CITY OF

RANCHO CUCAMONGA
Department of Engineering / MappingCity of Fontana
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47 Item Description Bruce Davis
Joseph Caldwell
Kristopher Danielson
Chandler Drachslin
Elizabeth Xiong
Teresa DeShazer
Darin Hawkes
Nick Graue
Michael Maughan
Shannon Viner
Total Hours
Subtotal - Labor
Sub-consultant
budget
Expenses
Total/task
1 Billout Rate $ 293 293 $ 252 $ 173 $ 173 $ 115 $ 230 $ 224 $ 184 $ 109 $

4.1 Data Collection and Field Investigations 16 38 12 8 15 89 $ - 19,449 $ - $ 19,449 $

1.1 Review all existing Documents 8 16 4 4 32 $ - 7,528 $ $ 7,5281.2 Coordinate with IEUA 6 6 3 15 $ - 3,615 $ $ 3,6151.3 Conduct site investigations 12 12 $ - 3,024 $ $ 3,0241.4 Prepare technical memorandum 2 4 8 8 8 30 $ - 5,282 $ $ 5,282

4.2 GIS Gap Analyses & Needs Assessment 14 24 34 88 1 161 $ - 35,343 $ - $ 35,343 $

2.1 Review GIS Assets 4 4 16 40 64 $ - 14,350 $ $ 14,3502.2 Identify missing sewer data in GIS 4 16 12 24 56 $ - 11,918 $ $ 11,9182.3 Develop confidence level in Data 2 2 4 12 20 $ - 4,461 $ $ 4,4612.4 Prepare technical memorandum 4 2 2 12 1 21 $ - 4,614 $ $ 4,614

4.3 Temporary Flow Monitoring 10 54 34 16 10 24 4 1 153 $ 87,345 32,787 $ - $ 120,132 $

3.1 Develop Flow Monitoring Plan 4 4 4 8 20 $ - 4,414 $ $ 4,4143.2 Describe criteria for flow locations 2 4 2 4 4 16 $ - 3,687 $ $ 3,6873.3 Determine flow monitoring locations 2 2 2 4 10 $ - 2,207 $ $ 2,2073.4 Consultant site visits 24 24 $ - 6,048 $ $ 6,0483.5 Inflow and infiltration analysis 4 4 4 12 $ 87,345 2,160 $ $ 89,5053.6 Optional interim flow monitoring 4 8 8 4 24 $ - 5,032 $ $ 5,0323.7 Prepare technical memorandum 4 8 16 8 2 8 1 47 $ - 9,239 $ $ 9,239

4.4 Establish Sewer Flow Criteria 10 36 104 48 4 202 $ - 38,758 $ - $ 38,758 $

4.1 Update existing sewer flow criteria 2 4 4 10 $ - 2,286 $ $ 2,2864.2 Analyze existing sewer flows 2 16 16 8 42 $ - 8,770 $ $ 8,7704.3 Develop design factors 2 4 40 20 66 $ - 11,974 $ $ 11,9744.4 Account for future projected flows 2 4 40 20 66 $ - 11,974 $ $ 11,9744.5 Prepare technical memorandum 2 8 4 4 18 $ - 3,754 $ $ 3,754

4.5 Hydraulic Sewer Model Calibration / Update 4 22 2 48 128 136 1 341 71,823 $ - $ - $ 71,823 $

5.1 Determine modeling software - GIS Based (2) 2 6 2 10 $ - 2,328 $ $ 2,3285.2 Review previous sewer system model 2 4 8 16 16 46 $ - 9,966 $ $ 9,9665.3 Populate sewer mainlines / manholes 2 24 80 80 186 $ - 38,684 $ $ 38,6845.4 Formulate approach on existing vs buildout 2 8 16 16 42 $ - 8,876 $ $ 8,8765.5 Review flow monitoring results 2 2 4 4 12 $ - 2,597 $ $ 2,5975.6 Review and recommend modeling parameters 4 4 8 8 24 $ - 5,194 $ $ 5,1945.7 Prepare technical memorandum / training (3) 2 2 4 12 1 21 $ - 4,178 $ $ 4,178

4.6 Hydraulic Sewer Model Analysis 8 12 26 44 84 174 $ - 36,671 $ - $ 36,671 $

6.1 Perform hydraulic analysis - existing 2 4 8 12 24 50 $ - 10,541 $ $ 10,5416.2 Perform hydraulic analysis - buildout 2 4 8 12 24 50 $ - 10,541 $ $ 10,5416.3 Identify deficiencies 2 2 2 8 12 26 $ - 5,552 $ $ 5,5526.4 Perform hydraulic analysis on CIP 2 2 8 12 24 48 $ - 10,037 $ $ 10,037 Master Plan of Sewer - Update - SQ-87-DE-19-32 Rev. 1City of Fontana, CA 48 Item Description Bruce Davis
Joseph Caldwell
Kristopher Danielson
Chandler Drachslin
Elizabeth Xiong
Teresa DeShazer
Darin Hawkes
Nick Graue
Michael Maughan
Shannon Viner
Total Hours
Subtotal - Labor
Sub-consultant
budget
Expenses
Total/task
1 Master Plan of Sewer - Update - SQ-87-DE-19-32 Rev. 1City of Fontana, CA

4.7 Update of Sanitary Sewer System Master Plan 16 50 148 24 238 $ - 45,652 $ - $ 45,652 $

7.1 Prepare Sanitary Sewer Master Plan 12 40 120 24 196 $ - 37,116 $ $ 37,1167.2 Identify and Prioritize CIP 2 4 8 14 $ - 2,978 $ $ 2,9787.3 Identify Previously construction CIP projects 2 2 8 12 $ - 2,474 $ $ 2,4747.4 Create Associated Exhibits 4 12 16 $ - 3,084 $ $ 3,084

4.8 Capital Improvement Program 12 40 84 136 $ - 28,128 $ - $ 28,128 $

8.1 Develop Capital Improvement Plan 4 8 12 24 $ - 5,264 $ $ 5,2648.2 Provide individual CIP descriptions 4 20 60 84 $ - 16,592 $ $ 16,5928.3 Develop Cost estimate for CIP Projects 4 12 12 28 $ - 6,272 $ $ 6,272

4.9 Connection Fee Study 4 2 16 28 8 58 $ - 11,554 $ - $ 11,554 $

9.1 Review Total Cost for CIP 2 4 4 10 $ - 2,286 $ $ 2,2869.2 Analyze vacant land and estimate ADU's 4 8 12 $ - 2,392 $ $ 2,3929.3 Develop a Fiscal and Fee Analysis 4 8 16 8 36 $ - 6,876 $ $ 6,876

4.10 Sewer Lift Station Analyses - Deleted $ - - $ - $ - $

4.11 Update of Sanitary Sewer System Mgt Plan 12 50 110 24 196 $ - 37,906 $ - $ 37,906 $

11.1 Review Draft 2019 (SSMP) 2 4 8 2 16 $ - 3,208 $ $ 3,20811.2 Update SSMP - draft 8 30 60 12 110 $ - 21,664 $ $ 21,66411.3 Update SSMP - final 2 12 40 8 62 $ - 11,450 $ $ 11,45011.4 Workshop with City 4 2 2 8 $ - 1,584 $ $ 1,584

4.12 Project Management 12 17 56 32 12 18 147 $ - 33,086 $ - $ 33,086 $

12.1 Kick off meeting 1 2 4 2 2 2 13 $ - 3,026 $ $ 3,02612.2 Monthly status meetings/reports 2 4 12 6 6 12 42 $ - 9,543 $ $ 9,54312.3 Workshops with City (4) 4 4 16 4 4 4 36 $ - 8,653 $ $ 8,65312.4 Project Management 5 7 24 20 56 $ - 11,864 $ $ 11,864 16 107 388 544 56 125 130 302 224 3 1895 $ 391,157 $ 87,345 $ - $ 478,502

2. Assumes InfoSewer ® software selected with no additional costs; other software selection will require additional fees for licensing and training.3. Assumes training is specific to running this model and is limited to 4 hours maximum, recommend City staff gets general InfoSewer® general training prior to model specific training.1. Rounded to the nearest $1.Total 49 ID Task Name Start Finish Duration Predecessors
1 TASK 1 - DATA COLLECTION AND FIELD

INVESTIGATIONS
Mon 10/3/22 Fri 11/11/22 30 days
2 Data Collection Mon 10/3/22 Fri 10/14/22 2 wks3 System Understanding Mon 10/17/22Fri 11/11/22 4 wks 24 Lift Station Site Visits Mon 10/17/22Fri 10/28/22 2 wks 25 TASK 2 - GIS GAP ANALYSIS Mon 10/17/22Fri 12/30/22 55 days6 GIS Assessment Mon 10/17/22Fri 10/28/22 2 wks 27 Analysis Mon 10/31/22Fri 11/4/22 1 wk 68 Memoradum Mon 11/7/22 Fri 11/18/22 2 wks 79 Update GIS Data (by others) Mon 11/21/22Fri 12/30/22 6 wks 8 10 TASK 3 - TEMPORARY FLOW MONITORING Mon 11/21/22Fri 1/27/23 50 days11 Develop Plan Mon 11/21/22Fri 11/25/22 1 wk 812 Field Work Mon 11/28/22Fri 12/30/22 5 wks 1113 Analyze Data Mon 1/2/23 Fri 1/13/23 2 wks 1214 Memorandum Mon 1/16/23 Fri 1/27/23 2 wks 1315 TASK 4 - ESTABLISH SEWER FLOW CRITERIA Mon 1/30/23 Fri 3/3/23 25 days 1016 Update Criteria Mon 1/30/23 Fri 2/3/23 1 wk17 Develop Design Factors Mon 2/6/23 Fri 2/10/23 1 wk 1618 Account for future flows Mon 2/13/23 Fri 2/24/23 2 wks 1719 Prepare Technical Memorandum Mon 2/27/23 Fri 3/3/23 1 wk 1820 TASK 5 - HYDRAULIC SEWER MODEL

CALIBRATION AND UPDATE
Mon 11/14/22
Fri 4/7/23 105 days
21 Determine Software Mon 11/14/22Fri 11/18/22 1 wk 122 Review previous model Mon 11/14/22Fri 11/25/22 2 wks 123 Update Model Mon 1/2/23 Fri 1/27/23 4 wks 924 Calibrate Model Mon 3/6/23 Fri 3/17/23 2 wks 1525 Recommend Modeling Parameters Mon 3/20/23 Fri 3/24/23 1 wk 2426 Prepare Technical Memorandum Mon 3/27/23 Fri 4/7/23 2 wks 2527 TASK 6 - HYDRAULIC MODEL ANALYSIS Mon 4/10/23 Fri 4/28/23 15 days 2028 Existing Condition Mon 4/10/23 Fri 4/14/23 1 wk29 Ultimate Condition Mon 4/10/23 Fri 4/14/23 1 wk30 Identify Deficiencies Mon 4/17/23 Fri 4/21/23 1 wk 28,2931 Perform Hydraulic Analysis with CIP Mon 4/24/23 Fri 4/28/23 1 wk 3032 TASK 7 - UPDATE OF SEWER MASTER PLAN Mon 5/1/23 Fri 7/7/23 50 days 2733 Prepare updated Report Mon 5/1/23 Fri 6/9/23 6 wks34 Review meeting with City Fri 6/9/23 Fri 6/9/23 0 wks 3335 Final Report Mon 6/12/23 Fri 7/7/23 4 wks 3436 TASK 8 - CAPITAL IMPROVEMENT PROGRAM Mon 4/10/23 Fri 5/19/23 30 days37 5.1 - Cost Estimates Mon 4/10/23 Fri 4/28/23 3 wks 15,2038 5.2 - Project ID and Prioritization Mon 5/1/23 Fri 5/19/23 3 wks 3739 TASK 9 - PREPARE FISCAL AND FEE ANALYSIS Mon 5/22/23 Fri 6/30/23 30 days 3640 Summarize CIP Mon 5/22/23 Fri 5/26/23 1 wk41 Analyze vacant land and ADU impacts Mon 5/29/23 Fri 6/2/23 1 wk 4042 Prepare Report Mon 6/5/23 Fri 6/30/23 4 wks 4143 PROJECT MANAGEMENT and QUALITY CONTROL Mon 10/3/22 Fri 8/11/23 225 days44 Project Management Mon 10/3/22 Fri 8/11/23 45 wks 1SS,39FF45 QA/QC Plan Development Mon 11/14/22Fri 12/2/22 3 wks 146 TASK 11 - SSMP UPDATE - Optional Fri 6/9/23 Fri 8/11/23 45 days47 Kick off meeting Fri 6/9/23 Fri 6/9/23 0 days 3348 Revise SSMP Mon 6/12/23 Fri 7/7/23 4 wks 4749 Review Meeting Fri 7/28/23 Fri 7/28/23 0 days 48FS+3 wks50 Final SSMP Mon 7/31/23 Fri 8/11/23 2 wks 49 6/9
6/9
7/28
Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug
2023
City of Fontana -Master Plan of Sewer Update - Rev. 1SQ-87-DE-19-32

Page 1 ends

50 Prepared for
Request for Proposals for
Design Services for
Master Plan of Sewer Update
SQ-87-DE-19-32
June 23, 2022
51 www.webbassociates.com
June 23, 2022
City of Fontana - Purchasing Office
Attn: Sid Lambert
8252 Sierra Avenue
Fontana, CA 92335
RE: Request for Proposal for Design Services - Master Plan of Sewer Update SQ-87-DE-19-32 (Pre-Qualified List)
Dear Mr. Lambert:

Enclosed is Albert A. Webb Associates’ (WEBB) proposal to provide engineering services for the Master Plan of Sewer Update for the City of Fontana (City).

This WEBB Team fully understands the importance of this project to the City’s overall goals to update the 2013 Sanitary Sewer System Master Plan to evaluate the existing system for capacity, along with identifying existing and future deficiencies in the collection system as a result of future development through build-out of the community. This WEBB Team has extensive experience in sewer master planning and estimating ultimate wastewater generation, developing wastewater facility plans, lift station design, developer impact fee analysis and assessment, and updating sanitary sewer system management plans.

Success Factors
In order to be successful on the City’s project, WEBB has identified the following success factors:
• An ultimate sewer master plan that allows the City to accurately plan for the future • A well-thought out Capital Improvement Plan for funding considerations • A team that has worked together on multiple wastewater projects and has a proven record of cost effective wastewater engineering
WEBB will partner with AQUA Engineering on the sewer flow projections, GIS analysis, sewer modeling and analysis, and sewer master plan portion of the work. The WEBB Team will be supported by ADS Environmental Services for the sewer flow monitoring and condition assessment. Each team member has significant experience in their individual field/tasks, bringing value to the City every step of the way. WEBB has worked with all of the team members before on various projects bringing project efficiency and familiarity to the overall effort.

Project Interest
WEBB is proposing on this RFP because we believe our firm can bring real value to the City based on our experience in performing sewer master planning studies for a number of similarly sized public agencies including, but not limited to:
• Edgemont Community Services District
• Jurupa Community Services District
• Rubidoux Community Services District
• Eastern Municipal Water District
On behalf of our entire project team, I would like to thank the City for this opportunity to submit our proposal for this very important project. We look forward to discussing our team, our approach, and our ideas with you in greater detail.

Our team members will remain available throughout the duration of the projects. As a result, you can be confident your updated Sewer Master Plan will be successfully completed in a timely and professional manner. We look forward to the opportunity to continue working together. If you have any questions regarding our proposal, please contact me directly at 951.686.1070, or by email at [email protected].

Sincerely,
Bruce A. Davis, PE
Senior Vice President
[email protected]
Corporate Headquarters
3788 McCray Street
Riverside, CA 92506
T: 951.686.1070
Murrieta Office
41870 Kalmia Street #160
Murrieta, CA 92562
T: 951.686.1070
52 Section 1. Project Approach and Scope of Work................................1 Section 2. Project Schedule ................................................................7 Section 3. Key Personnel Organization ...............................................8 Section 4. Fee Proposal ......................................................................9 Section 5. Relevant Projects .............................................................10 Appendix A. Resumes.......................................................................11 Table of Contents
53 1
Section 1. Project Approach and Scope of Work

PROJECT APPROACH
WEBB’s approach to preparing the Sewer Master Plan for the City is based upon the understanding that the City is looking for a document to identify the necessary system improvements based on future development, potential development densification within the City, elimination of existing lift stations where possible, and also to address any current shortfalls with the existing infrastructure collection and conveyance system lift stations, and pipelines through flow monitoring, a condition assessment, and asset evaluation. WEBB will aim for efficiency by relying, whenever possible, on available information but understands some data may not be available or may not reflect the as-built system facilities entirely, and some independent verification in the field will be required in order to thoroughly address the desired goals of the City.

Management Philosophy
WEBB understands the absolute need for strong project management. We recognize the critical issues associated with scope, schedule, budget management, and communication. Communication and coordination between WEBB and the City are paramount to each project. To guarantee continuous and effective communication, Kris Danielson, PE, Project Manager, will be the primary point-of-contact for the City, and Bruce Davis, PE, Principal-in-Charge, will be monitoring the process as a whole. Kris will make it a priority to attend all meetings with the City and project proponents during the project. This will ensure a constant and effective communication resulting in strong budget, scope, and schedule control.

Management Responsibility And Procedures
Bruce will be the lead on all contractual matters focusing on resolving any critical contract issues as soon as they are identified. Bruce will have the authority to commit firm resources and will support the project manager in managing the overall scope, schedule, and budget. Bruce’s experience on large multi-disciplinary projects, with multiple public agencies, allows him to look forward to identify and prevent potential delay causing issues and understands the City’s desired approach in handling them with all stakeholders. Further, Bruce will be the primary presenter and interface with City Council workshops and presentations if they are needed. Kris will be the primary point of contact responsible for the day-to-day project and technical management which includes:
• Facilitating frequent and consistent communications with the City • Implementing the overall delivery plan
• Managing the overall scope, schedule, and budget
• Implementing the QA/QC Program
Kris will be responsible for facilitating decisions by the City, coordination, management, communicating to the project team and City project manager, and preparing and reviewing deliverables. Kris will assist in presenting the technical work at meetings and documenting action items and decisions.

The QA/QC Team and Project Management Plan (PMP) will facilitate successful project execution. Management tools, procedures, and a delivery plan are all contained in a comprehensive PMP prepared at the beginning of the project and is updated throughout the project. Having a comprehensive and detailed PMP is essential for preparing large planning documents with an integrated team consisting of agencies, multiple stakeholders, multiple disciplines, and many deliverables. City input into the plan will be essential to make certain it is an effective tool and adequately used.

An outline of the plan and some initial comments and items to be included, in addition to our detailed Communication Plan, are as follows:

Kick-off Meeting
After project award and notice-to-proceed, our project manager will conduct a kick-off meeting with all members of the project team and points-of-contact from each of the participating City departments. The kick-off meeting is structured to establish communication protocols for the project, as well as to identify critical success factors and processes, activities, and tasks that must be carried out to achieve project goals. The workshop is an important step to ensure all parties are focused on the same project goals and help clarify the critical path issues, key outside stakeholders, milestones, and third party approvals.
54 2
Communication Plan and Management
Communication between all team members and the City is critical to its success. We are committed to providing consistent communication by having required members of the project team available for all City meetings. WEBB has multiple conferencing programs that will be utilized to provide immediate conferencing and reduce driving time. These programs include, but are not limited to conference calls via phone, and video conferencing via TEAMs, Skype, and GoToMeeting.

However our primary preference is to conduct in person meetings with the City as we find them more engaging and effective for all involved. In addition, weekly check-ins between the City and WEBB’s project manager are important to communicate project status, clarify expectations, and understanding next scheduled actions and who will complete.

Scope Management
A detailed scope of services is included in our proposal and will be utilized for the project duration with detailed tasks.

During the execution of the project, the scope will be utilized as a baseline by our project manager, who will manage the scope and work product. If potential changes are identified as the project develops, our project manager will work with the City project manager to clarify and approve any additional tasks necessary to complete the project.

Schedule Management
A preliminary schedule has been prepared and provided in the scope of services section and will be discussed at the kick-off meeting. At that time, the project schedule and milestones will be evaluated and modifications will be made to set the final baseline schedule. The baseline schedule will be monitored and tracked by our project manager to maintain the project milestones and manage critical path items. A tracking schedule can be provided with monthly updates and schedule variances identified. Actions required to correct schedule deviations will be developed and implemented by the project manager. The project schedule is an effective management tool when developed and maintained to guide the planning process through the tasks required to successfully complete a project. WEBB uses Microsoft Project software to schedule and track project tasks.

Cost/Budget Management Plan
The proposed project budget is prepared based on tasks required to successfully complete the project. Our project manager will track the final budget compared to the actual earned value, task completion, and cost-to-date, and will identify any project cost variance monthly. Corrective actions will be taken to maintain the project budget. If changes to the scope and budget are deemed necessary, our project manager will work with agencies to justify the need and clearly define the impacts.

SCOPE OF SERVICES
Our proposed Scope of Services for the Sewer Master Plan is organized with a detailed breakdown and description of the tasks. The Scope of Work will be prepared in accordance with the RFP. WEBB acknowledges the requested scope of services, deliverables, and City services requested in the RFP and will provide all scope items and deliverables as requested. We have enhanced and expanded on the requested services where appropriate in the following scope of services. Assumptions will be included in the scope which identify information and input required from the City and anticipated deliverables. All engineering work will be overseen by a professional engineer registered in the State of California. The final report will be stamped and signed by the civil engineer responsible for the work.

Our services are performed in compliance with applicable laws, rules, regulations, and standards in effect on the date of our agreement. During each phase, we maintain our QA/QC program to provide reliable results as detailed in this section. WEBB’s QA/QC program is constantly evolving and being updated to address and minimize challenges that arise through the course of similar projects and to address specific agency requirements. WEBB will provide Sewer Master Plan documentation for the complete project.

Task 1. Data Collection and Field Investigations
WEBB will collect and review the City’s relevant planning documents and the City’s planning data related to the sewer system. WEBB will coordinate with IEUA, conduct site visits to all lift stations for an initial condition assessment and prepare a detailed technical memorandum documenting our findings and recommendations, including an approach on how to address any missing information or data.
55 3
Task 2. GIS Gap Analyses & Needs Assessment
WEBB will collect and review the City’s GIS data, identify any missing GIS data based on review of available data whether newer development areas have been incorporated into the plan, assess the data to determine a level of confidence in the available data, determine what might be done to improve the data, update the data and complete the data for use for this master plan effort and City Staff as an on-going task for improved management of the sewer system. WEBB will prepare a detailed technical memorandum documenting our findings, recommendations, and action items required for this sewer master plan. WEBB will review the draft memorandum with City Staff and address any comments in a final memorandum.

Task 3. Temporary Flow Monitoring
WEBB will develop a flow monitoring plan for this project that will collect key data to allow for calibration of the model and sewer generation data assumptions. The plan will include the locations and criteria for the data to be collected.

The locations will be identified and confirmed in the field and adjusted as needed for safety and accessibility. We have included budget for 24 monitoring locations for a two week period. We do not anticipate that a wet weather event will be captured within the time frame that the monitoring will be done as we do not anticipate being in the rainy season during the flow monitoring. WEBB will prepare a detailed technical memorandum documenting our findings and recommendations for flow monitoring. WEBB will review the draft memorandum with City Staff and address any comments in a final memorandum.

Task 4. Establish Sewer Flow Criteria
Determine Wastewater Generation Factors
WEBB will review and update the current flow generation data for the various land uses (residential, commercial/industrial, infiltration/inflow, miscellaneous uses) in the City. In addition, based upon the targeted flow monitoring, a review and update of the City’s wastewater peaking factors will be performed. The wastewater generation and peaking factors will also take into account the distinct basin areas in the City.

WEBB will provide an approach to account for future ADU’s within applicable residential neighborhoods. Our experience on previous sewer master plans has found that estimates for how many ADU’s to be planned for will have a significant impact on the sewer generation for the City, and there is little past experience to rely upon to confirm if the assumptions are valid.

WEBB will prepare a detailed technical memorandum documenting our findings and recommendations for sewer generations rates for various land uses within the City. WEBB will review the draft memorandum with City Staff and address any comments in a final memorandum.

Task 5. Hydraulic Sewer Model Calibration and Update
The City does not currently operate or maintain a hydraulic model of the entire wastewater system. WEBB will research available software and conduct a workshop with City Staff to determine the appropriate modeling software to best fit City needs and intended uses. The selected model will be capable of performing risk-based analysis of the sewer system to support operational, maintenance, repair/replacement, and CIP decisions. The model will account for such factors including, but not limited to pipe/manhole/infrastructure size, material, age, condition, current and projected flows, potential for inflow and infiltration, historical issues, difficult maintenance access, capacity assurance, and currently planned CIP’s. The proposed model should allow for the continuous update of sewer system infrastructure components and operational parameters by staff as system improvements and extensions are made. WEBB anticipates the City will be purchasing appropriate modeling software, such as InfoSewer, directly from a vendor after reviewing WEBB’s recommendation, if required by the City.

After selecting the software, the first task is to build the model, (pipes and nodes) and then attach the current land use and sewer generation factors. The current land use will need to be verified with City Staff. For future land use, WEBB anticipates one meeting with the City’s Planning Department to establish a planning basis for future land use and development changes anticipated through the year 2040. We will prepare meeting minutes and a list of action items after the meeting.
56 4
WEBB will utilize both aerial mapping and San Bernardino County Assessor’s land use information and City’s Land Use Mapping and data to determine and describe the current land use within the City’s service area and identify vacant property. A summary of the findings will be displayed graphically in GIS format for each of the tributary basin areas.

WEBB will utilize the planning information and cities’ General Plan information to determine and describe the projected land use within the City’s service area. This analysis will include areas of redevelopment from current land use and vacant property. For purposes of this analysis, property that may be redeveloped will include developed property for which the assessor’s land use information is inconsistent with the land use designated in the City’s General Plan Land Use Element.

A summary of the findings will be displayed graphically in GIS format for each of the basin tributary areas.

Based on the flow monitoring, WEBB will analyze to summarize existing system flows for both dry and wet weather conditions and to estimate sewer return ratios and existing flows in the wastewater system. Commercial, industrial, and/or institutional users, which may contribute significantly to wastewater flows, will be identified and investigated individually through discussions with City Staff. The Model will be calibrated based on flow data and adjustments to the sewer generation rates.

WEBB will describe the existing sewer system characteristics. This description shall include trunk/interceptor system, pressure systems consisting of lift stations and force mains, diversion structures, and existing sewer system flows for the backbone system. Local small diameter collector sewers will not be modeled. The model files will be provided to the City for future use and maintenance.

Training will be provided to City Staff on how to run and update the model on an on-going basis to keep the model current as a new development occurs and CIP projects are constructed and implemented.

Task 6. Hydraulic Sewer Model Analysis
Beyond currently known flow capacity issues in the existing system, detailed flow evaluation and hydraulic deficiencies of the existing system will be identified in the sewer modeling task. We will summarize any problem areas such as surcharging, pipe-size deficiencies, and other deficiencies. WEBB will review all City data available for the wastewater basins, lift stations, and gravity mains to provide a sufficient overview of the City’s wastewater collection and conveyance system. Due to limited field investigation of existing facilities, WEBB will rely on the City’s existing data at time of the request for data. Each of the lift station sites will be reviewed in comparison to the record information and to determine potential deficiencies and alternative solutions to correct deficiencies.

Based upon the determination of the wastewater generation factors for various land use categories and the future land uses planned by the City, the future projected wastewater flows will be determined under the existing and ultimate scenarios.

WEBB will prepare a technical memorandum summarizing the historical and current flows, system description and deficiencies, targeted flow monitoring results, wastewater generation factors, peak factors, and future wastewater flow projections determined in Task 3, along with supporting Tables and GIS exhibits. The information will be tabulated per basin lift station and force mains, and 10-inch diameter mains and larger by EDU for both existing capacity and future capacity.

Task 7. Update of Sanitary Sewer System Master Plan
All of our work will be documented in an update of the Sewer System Master Plan. The report will include all sections noted above with our findings and recommendations. The CIP program developed in Task 8 will also be included in the report. WEBB will conduct a workshop with key City Staff to review the report, our findings and recommendations and receive input from City Staff. The report will be revised, addressing the City’s comment and a final report in PDF format will be provided.
57 5
Draft Master Sewer Plan
WEBB will prepare a Draft Master Plan summarizing the study and all work tasks. The Draft Master Plan will include drawings, maps, and graphics reflecting the information gathered and prepared. A draft of the report will be provided to the City for initial staff review. The contents of the plan will consist of the following:

1. Executive Summary

2. Introduction

3. Existing and Projected Land Use and Population Growth

4. Sewer System Analysis Criteria

5. Existing Facilities Description/Coordination Assessment

6. Projected Wastewater Flows
Task 8. Capital Improvement Program
WEBB will work with City Staff to review existing City sewer projects and development activity in progress to set the foundation for the development of a short, near and long term Capital Improvement Program (CIP), and sewer line replacement program. Preliminary phasing of proposed system improvements will be proposed.

WEBB will review the recently completed CIP projects, current projects in design, and proposed projects to determine the projects to be reviewed, updated, and potentially carried over as part of the updated plan.

WEBB will prepare an ultimate major capital improvement plan focused on lift stations, major trunk lines, and collection mains as a result of the system modeling. The existing system and the ultimate build out scenarios improvement will be determined and documented. WEBB will heavily consider current development activity in the City to determine any priority projects. All improvements will be identified and summarized. Individual project sheets will be developed once improvements are confirmed and reviewed by the City to document the project description and scope, cost estimate, and trigger for when the project is required.

WEBB will review the recently completed CIP projects, current projects in design, and proposed projects to determine the projects to be reviewed, updated, and potentially carried over as part of the updated plan.

WEBB will develop construction and project costs for proposed sewer system facility improvements for both the CIP and replacement program. Construction cost estimates will be based on current industry bidding prices and project cost will include a 40% factor of construction costs for soft costs. Typical soft costs included construction contingencies, design engineering, surveying and mapping, geotechnical evaluation and report, project contract administration, field inspection, and nominal environmental documentation. Costs will be based on the Engineering News Record (ENR) construction cost index for Los Angeles. Escalation, financing, interest during construction, legal, EIR, and land acquisition costs are not typically included.

WEBB will prepare cost estimates and summarize our findings and recommendations in a CIP Program report. WEBB will review the documents with City Staff and address any comments in the final report.

Task 9. Connection Fee Study
WEBB will summarize the total cost of improvements, analyze land use and vacant lands for future growth and sewer generation, and prepare a fiscal and fee analysis for new sewer connections. The analysis will account for the flows from ADU’s and how the City intends to fund improvements required by ADU’s if sewer connection fees for ADU’s are not collected.

WEBB will review the recently completed CIP projects, current projects in design, and proposed projects to determine the projects to be reviewed, updated, and potentially carried over as part of the updated plan. WEBB will prepare a detailed technical memorandum documenting our findings and recommendations for the Fiscal and Fee Analysis. WEBB will review the draft memorandum with City Staff and address any comments in a final memorandum. 58 6
Task 10. Sewer Lift Station Analysis
WEBB will review whether there are opportunities to eliminate any existing lift stations, provide a cost estimate for the related project costs for the possible elimination, and assess the impact of the possible eliminations by sewer modeling.

A condition assessment will be completed on each of the seven lift stations identified. The analysis will include mechanical equipment, electrical equipment, concrete structures, air quality and odor control, capacity for current and ultimate condition, and cost estimates for the proposed improvements. In addition, a plan will be developed to redirect flows from the Tamarind Lift Station so flows are conveyed to an IEUA treatment facility instead of Rialto’s treatment facility. This will include model scenarios to confirm impact on the pumping equipment, the force main, and any downstream sewer system impacted by changes.

WEBB will prepare detailed technical memoranda documenting our findings and recommendations for various aspects of this lift station analysis. WEBB will review the draft memoranda with City Staff and address any comments in a final memoranda.

Task 11. Update of Sanitary Sewer System Management Plan (Optional Task) WEBB will review the 2019 Sewer System Management Plan (SSMP), update the plan based on the master planning effort and other maintenance programs implemented by the City. The update will be configured to meet current Statewide Waste Discharge Requirements issued in January 2022. WEBB will review the draft update with City Staff and address any comments in a final SSMP.

Task 12. Project Management and Meetings
WEBB will manage and coordinate all components of the project and take a proactive role in keeping all tasks on schedule and budget to ensure timely completion of the project. WEBB will fully coordinate with City Staff and be responsive to any email and telephone discussions. WEBB will be in contact with the City frequently to ensure a timely City review of deliverables. We will similarly work with all stakeholders in a responsible manner.

A. Project Administration
WEBB will update the project schedule provided in our proposal monthly throughout the project. In addition, monthly status reports will be provided addressing project status and critical issues. Overall administration of the project and coordination with the City is included.

Deliverable: Updated Project Schedule and Status Report Monthly to the City B. Engineering Phase Progress Meetings
WEBB will attend a kick-off meeting, periodic progress review meetings, and focused workshops with the City staff throughout the project. We will prepare meeting minutes and a list of action items after each meeting.

Deliverable: Meeting Agendas, Meeting Summary, and Action Items C. City Council Workshop
WEBB can attend and/or lead City Council workshops and assist City Staff in presenting the Wastewater Master Plan to the Council members.

Deliverable: Presentation Materials and Exhibits
59 7
Section 2. Project Schedule
ID Task Name Start Finish Duration Predecessors 1 TASK 1 - DATA COLLECTION AND FIELD

INVESTIGATIONS
Mon 8/1/22 Fri 9/9/22 30 days
2 Data Collection Mon 8/1/22 Fri 8/12/22
2 wks
3 System Understanding Mon 8/15/22 Fri 9/9/22
4 wks2
4 Lift Station Site Visits Mon 8/15/22 Fri 8/26/22
2 wks2
5 TASK 2 - GIS GAP ANALYSIS Mon 8/15/22 Fri 9/16/22 25 days 6 GIS Assessment Mon 8/15/22 Fri 8/26/22 2 wks 2 7 Analysis Mon 8/29/22 Fri 9/2/22
1 wk6
8 Memoradum Mon 9/5/22 Fri 9/16/22
2 wks7
9 TASK 3 - TEMPORARY FLOW MONITORING Mon 9/19/22 Fri 12/2/22 55 days 10 Develop Plan Mon 9/19/22 Fri 9/23/22
1 wk5
11 Field Work Mon 9/26/22 Fri 11/4/22
6 wks 10
12 Analyze Data Mon 11/7/22 Fri 11/18/22
2 wks 11
13 Memorandum Mon 11/21/22 Fri 12/2/22
2 wks 12
14 TASK 4 - ESTABLISH SEWER FLOW CRITERIA Mon 12/5/22 Fri 1/13/23 30 days 9 15 Update Criteria Mon 12/5/22 Fri 12/9/22
1 wk
16 Develop Design Factors Mon 12/12/22 Fri 12/16/22
1 wk 15
17 Account for future flows Mon 12/19/22 Fri 12/30/22
2 wks 16
18 Prepare Technical Memorandum Mon 1/2/23 Fri 1/13/23
2 wks 17
19 TASK 5 - HYDRAULIC SEWER MODEL CALIBRATION

AND UPDATE
Mon 9/12/22 Fri 3/17/23 135 days
20 Determine Software Mon 9/12/22 Fri 9/16/22
1 wk1
21 Review previous model Mon 9/12/22 Fri 9/23/22
2 wks1
22 Update Model Mon 1/16/23 Fri 2/10/23
4 wks 14
23 Calibrate Model Mon 2/13/23 Fri 2/24/23
2 wks 22
24 Recommend Modeling Parameters Mon 2/27/23 Fri 3/3/23 1 wk 23
25 Prepare Technical Memorandum Mon 3/6/23 Fri 3/17/23
2 wks 24
26 TASK 6 - HYDRAULIC MODEL ANALYSIS Mon 3/20/23 Fri 4/7/23 15 days 19 27 Existing Condition Mon 3/20/23 Fri 3/24/23
1 wk
28 Ultimate Condition Mon 3/20/23 Fri 3/24/23
1 wk
29 Identify Deficiencies Mon 3/27/23 Fri 3/31/23
1 wk 27,28
30 Perform Hydraulic Analysis with CIP Mon 4/3/23 Fri 4/7/23 1 wk 29
31 TASK 7 - UPDATE OF SEWER MASTER PLAN Mon 4/10/23 Fri 6/16/23 50 days 26 32 Prepare updated Report Mon 4/10/23 Fri 5/19/23
6 wks
33 Review meeting with City Fri 5/19/23 Fri 5/19/23
0 wks 32
34 Final Report Mon 5/22/23 Fri 6/16/23
4 wks 33
35 TASK 8 - CAPITAL IMPROVEMENT PROGRAM Mon 3/20/23 Fri 4/28/23 30 days 36 5.1 ‐ Cost Estimates Mon 3/20/23 Fri 4/7/23
3 wks 14,19
37 5.2 ‐ Project ID and Prioritization Mon 4/10/23 Fri 4/28/23 3 wks 36
38 TASK 9 - PREPARE FISCAL AND FEE ANALYSIS Mon 5/1/23 Fri 6/9/23 30 days 35 39 Summarize CIP Mon 5/1/23 Fri 5/5/23
1 wk
40 Analyze vacant land and ADU impacts Mon 5/8/23 Fri 5/12/23 1 wk 39
41 Prepare Report Mon 5/15/23 Fri 6/9/23
4 wks 40
42 TASK 10 - SEWER LIFT STAION ANALYSIS Mon 3/20/23 Fri 6/2/23 55 days 19 43 Review Elimination Mon 3/20/23 Fri 4/7/23
3 wks
44 Prepare Cost Estimates Mon 4/10/23 Fri 4/21/23
2 wks 43
45 Analyze Performance Mon 4/10/23 Fri 4/21/23
2 wks 43
46 Condition Assessment Mon 4/10/23 Fri 5/5/23
4 wks 43
47 Prepare Draft Tamarind Plan Mon 4/24/23 Fri 5/5/23
2 wks 45
48 Prepare Technical Memorandum Mon 5/8/23 Fri 6/2/23
4 wks 47
49 TASK 11 - SSMP UPDATE - Optional Fri 6/16/23 Fri 8/4/23 35 days 31 50 Kick off meeting Fri 6/16/23 Fri 6/16/23
0 days
51 Revise SSMP Mon 6/19/23 Fri 7/14/23
4 wks 50
52 Review Meeting Fri 8/4/23 Fri 8/4/23
0 days 51FS+3 wks
53 Final SSMP Fri 8/4/23 Fri 8/4/23
0 days 52
54 TASK 12 - PROJECT MANAGEMENT and QUALITY

CONTROL
Mon 8/1/22 Fri 6/30/23 240 days
55 Project Management Mon 8/1/22 Fri 6/30/23 48 wks 1SS,38FF 56 QA/QC Plan Development Mon 9/12/22 Fri 9/30/22
3 wks1
5/19
6/16
8/4
8/4
Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug 2023
City of Fontana ‐Master Plan of Sewer Update
SQ‐87‐DE‐19‐32
Page1
60 8
Section 3. Key Personnel Organization
The following chart provides an overview of key personnel who will be responsible for the City’s project. All WEBB civil engineers are licensed in the State of California. All team members, including the project manager, will be available for the duration of the City’s project.

GIS LAND USE ANALYSIS,

REPORT PREPARATION,

SEWER LIFT STATION ANALYSIS
Autumn DeWoody, CPSWQ
Senior Environmental Analyst -
Water Resources Planning
Dave Algranti, PE
Chief Design Engineer
C 26817
Chandler Drachslin
Assistant Engineer
Elizabeth Xiong
Assistant Engineer

PRINCIPAL-IN-CHARGE
Bruce Davis, PE
Senior Vice President
C 47200

TECHNICAL ADVISORS
Joseph Caldwell, PE, CPESC,

CPSWQ, QSD, QSP, CFM
Water Resources Practice Leader
C 67239
Bradley Sackett, PE
Senior Engineer
C 65862

PROJECT MANAGER
Albert A. Webb Associates
Kristopher Danielson, PE
Senior Engineer
C 79743

FLOW MONITORING
ADS Environmental Services

HYDRAULIC MODELING ANALYSIS
Darin Hawkes, PE
Principal (AQUA)
Utah 5252489-2203
Nick Graue, PE
Senior Engineer (AQUA)
Utah 10638374-2202

SSMP PLAN
Sinnaro Yos, PE
Assistant Engineer
C 68607
61 9
Section 4. Fee Proposal
The cost file has been submitted in a separate file according to the PlanetBids requirements. 62 10
Section 5. Relevant Projects (WEBB)
The WEBB Team has recently completed the Wastewater Master Plan for the District’s wastewater collection system. The update is a comprehensive update of the sewer master plan, along with updating the water master plan and preparing the urban water master plan, all on consistent data and land use assumptions. The plan is being developed for a fee nexus to the development impact fee and conditioning new development. The District’s sewer service area is approximately 5,400 acres in the northeast corner of the City of  Jurupa Valley. The District services approximately 37,000 people and is governed by an elected Board of Directors. The District has approximately 67 miles of gravity main ranging in size from 6-inches to 30-inches in diameter, five lift stations and conveys its sewage to a regional treatment plant. 2022 Wastewater Master Plan, Rubidoux Community Services District Client Contact: Ted Beckwith, Director of Engineering | 951.684.7580 | [email protected] The WEBB Team recently developed the Master Sewer Plan for the District’s wastewater system. The District’s goal was to develop and update the 2004 Master Sewer Plan to provide a comprehensive Master Sewer Plan that enables the District to strategize planning and budgeting efforts to implement sewer system enhancements in order to maintain a high level of collection reliability and efficiency for current and future flows in compliance with regulatory guidelines. The District’s service area covers approximately 40.8 square miles of northwest Riverside County and includes the City of Eastvale and a majority of the City of Jurupa Valley. The District serves approximately 110,000 people and is governed by five elected representatives from both cities. The District’s sewer system consists of approximately 385 miles of gravity and force main pipe ranging from 6-inches to 42-inches in diameter, eight active lift stations, and three standby lift stations. Wastewater generated in the District’s service area drains to one of three treatment facilities; thus the District’s sewer system can be divided into three tributary areas.

WEBB is currently preparing the Water Master Plan (WMP) for the City of Imperial (City). The City’s most current Water Master Plan was prepared in 2006. The 2006 master plan is not representative of current conditions because it was based upon population projections, land use, and development plans that were very aggressive compared to the reality experienced after the 2008 housing crisis. Since then, many development projects have been delayed and/or canceled. In addition, many developments have revised their densities to adjust for changing market conditions. This Water Master Plan will be a valuable tool to assist with budgeting for future maintenance, replacement, and improvement projects for the City’s water facilities. The WMP will not only aid in financial planning but will help prioritize facility improvements to meet existing and projected demands.

Key components in the development of this Water Master Plan update include, but are not limited to:
2022 Sewer Master Plan, Jurupa Community Services District Client Contact: Eddie Rhee, PE, Engineering Manager | 951.685.7434 x 118 | [email protected] 2022 Water Master Plan, City of Imperial
Client Contact: Jackie Loper, Director of Community Development | 760.355.1152 | [email protected] Link to JCSD Wastewater Master Plan
https://bit.ly/3QzW1st
• Inventory of Existing Facilities
• Service Area Evaluation
• Design Criteria & Model Development
• Hydraulic Analysis
• Alternative Assessment
• Capital Improvement Plan
• Routine Maintenance Plan
• Master Plan Report
63 11
Kristopher A. Danielson, PE
Senior Engineer
Kristopher (Kris) Danielson, PE, is a Senior Engineer with WEBB’s Water Resources Department. Kris specializes in hydraulic analysis, sewer system master planning, and water master planning. His responsibilities include the planning and design of public works facilities, fluid system modeling, and report preparation.

REGISTRATIONS
Registered Civil Engineer C 79743 (CA)

EDUCATION
BS, Civil Engineering
Brigham Young University
AS, General Studies
Ricks College

CERTIFICATIONS
Sewer CAD Master Modeler
Water Distribution Modeling

AFFILIATIONS
American Society of Civil Engineers (ASCE)
County Club Village Wastewater Capacity Study, City of Calimesa Kris served as Project Manager for this project where the City of Beaumont (Beaumont) required the City of Calimesa (Calimesa) to prepare a sewer availability study for the Country Club Village (CCV) development project currently being planned within Calimesa’s boundaries. This area receives sewer service from Beaumont through contract arrangements. Sewage from this development will be delivered into Beaumont’s collection system and treated at Beaumont’s Wastewater Treatment Plant (WWTP).

Eastvale Master Sewer Plan, Jurupa Community Services District, Mira Loma - Kris conducted the hydraulic analysis for the existing and ultimate sewer system using a computer modeling program. He assisted in the development of the final report which addressed existing and projected study areas and wastewater characteristics, existing facilities, design criteria, cost estimates, alternative methods of collection, treatment, disposal, and recommendations of the apparent best alternatives.

Master Sewer Plan, Jurupa Community Services District (District), Mira Loma - Kris assisted in the final preparations of the Master Sewer Plan for the District. This report encompassed approximately 16,000 acres. The scope of the report included, among other things, population projections, establishing analysis criteria, projection of wastewater flows, modeling and analyzing existing and ultimate facilities, capital improvement projects summary, cost estimates, and recommendations.

Master Sewer Plan, Mission Springs Water District,
Desert Hot Springs - Kris assisted in the preparation of the Master Sewer Plan of over 32,000 acres (including the City of Desert Hot Springs and North Palm Springs). He conducted the hydraulic analyses by modeling both the existing and ultimate system. The report analyzed population, environmental and engineering constraints, land utilization, exiting and protected water and wastewater characteristic, waste discharge and treatment requirements, projected wastewater flow criteria, facility design criteria, alternatives, existing facilities, and the proposed system.

Appendix A. Team Resumes
64 12
REGISTRATIONS:

Registered Civil Engineer
C 47200 (CA)
YEARS OF EXPERIENCE:
34 Years
EDUCATION:

BS Civil Engineering, California State
Polytechnic University, Pomona
AFFILIATIONS:

American Public Works Association (APWA)
American Water Works Association (AWWA)
California Water Political Action Committee
(CalWater PAC)
Association of California Water Agencies
(ACWA)
Coachella Valley Economic Partnership
(CVEP)
League of California Cities
Bruce Davis is a Senior Vice President of Albert A. Webb Associates (WEBB).

Bruce has been a full-time employee of WEBB since 1986. Bruce currently serves as Director of Water Resources. As Director, he oversees all water and wastewater projects performed by the firm. Since 2018, Bruce has taken the lead representing WEBB in matters involving engineering standard of care and risk management.

Bruce is a registered civil engineer in the State of California.

Bruce has served as Principle-in-charge for well over one hundred regional infrastructure projects. His experience includes planning, design and support during construction of water, wastewater, drainage and transportation projects on behalf of clients including Eastern Municipal Water District, Coachella Valley Water District, Jurupa Community Services District, and cities of Corona, Murrieta, Rancho Mirage, Ontario, Grand Terrace, Rialto and Cathedral City. Project types include pipelines from 8-inch diameter up to 60-inch diameter, pumping ranging in size from one hundred gallons per minute to over 5,000 gallons per minute and storage facilities ranging in capacity from five hundred thousand gallons to over twenty million gallons, roadways, signals, storm drains and basins. Recent water industry projects include O’Ferrelll Street Booster Pump Station, Redlands/Hemlock Booster Pump Station, Longview and Watson Roads pipelines, Perris II Desalter pipeline and Markham

7.0-million-gallon storage tank.

Along with experience with regional infrastructure projects, Bruce has extensive knowledge and experience with survey, planning, entitlement, development (residential and commercial) and environmental services. His extensive experience translates to an understanding of all steps required to successfully complete a project efficiently and on schedule. Bruce has served as an expert witness in matters involving land use, entitlements and drainage.

Bruce is a member of and/or involved with American Public Works Association, American Water Works Association, Association of California Water Agencies and League of California Cities. He served several years as a Board member of CalWater PAC which is a political action committee advocating for issues important to California’s water supply. Bruce serves as an excellent resource for his clients on current issues and trends in our region.

Bruce Davis, PE
Senior Vice President
65 13
Joseph Caldwell, PE, CPESC, CPSWQ, QSD,

QSP, CFM
Water Resources Practice Leader
Joseph Caldwell, PE, is the Practice Leader of WEBB’s Water Resources Department.

Joseph focuses on the development of master drainage plans, the design of backbone drainage infrastructure, and the design of water quality systems for flood control projects throughout the region. A Certified Professional in Erosion and Sediment Control and Storm Water Quality, Joseph is a specialist in water quality and environmental compliance and an expert in hydrology and hydraulics.

Joseph’s experience includes the design of regional flood control basins, a flood control levee, master drainage plans, and the design and construction of several miles of backbone drainage infrastructure. He has also hydrologically and hydraulically modeled the San Jacinto River from Railroad Canyon to the existing Army Corps levee in the City of San Jacinto. Joseph’s extensive knowledge of local agencies’ design standards and procedures, and effective working relationships with agency staff, enable him to expedite projects through completion.

REGISTRATIONS
Registered Civil Engineer C 67239 (CA)
Certified Professional in Erosion and
Sediment Control (CPESC) 5311
Certified Professional in Stormwater
Quality (CPSWQ) 544

EDUCATION
MS, Civil Engineering
Brigham Young University
BS, Civil Engineering
Brigham Young University

CERTIFICATIONS
Qualified SWPPP Developer
(QSD) 00076
Qualified SWPPP Practitioner
(QSP) 00076
Association of State Floodplain Manager,
Inc. (ASFPM)
Certified Floodplain Manager (CFM)

AFFILIATIONS
American Society of Civil Engineers (ASCE)
American Public Works Association (APWA)
California Storm Water Quality Association
(CASQA)
Floodplain Management Association (FMA)
Heacock Channel Design Project, March Joint Powers Authority - Joseph served as the Project Manager for Phase 3 of the Heacock Channel Design Project for the March Joint Powers Authority. The project included the preparation of final improvement plans, traffic control plans, and a hydrology and hydraulic report for approximately 3,600-LF of the channel. The project extends from Lateral A of the Perris Valley Storm Drain north along Heacock Avenue to the southern end of an existing land fill. WEBB’s services also included project management and coordination throughout the duration of the project including attendance at project design team meetings, quality control services, and all other processing of improvement for necessary project approvals.

Hemet MDP Line C, Stage 4, County of Riverside Flood Control and Water Conservation District - Joseph was the Project Manager for the Hemet MDP Line C, Stage 4 Project. The extension of the Hemet MDP Line C was an important component to provide surface flooding relief and flood protection of a predominately developed portion of the City of Hemet. The extension of the Hemet MDP Line C was an important component to provide surface flooding relief and flood protection of a predominately developed portion of the City of Hemet. This segment of the Master Plan Facility represents the middle one third of the entire Line C System. The critical component of this project was implementing a master planned facility in a highly urbanized area of the City extremely constrained by multiple utilities. WEBB completed a Preliminary Design Report that outlined the most feasible alignment for this facility. WEBB is currently preparing final design plans and specifications for this backbone drainage facility.

Wildwood Creek Basin, City of Yucaipa(City) - Joseph served as the Project Manager for design of a multi-purpose watershed basin in Wildwood Creek in the City of Yucaipa.

WEBB provided engineering services that accommodated the critical needs of the City.

This project is located in the middle of a major watercourse. The watershed tributary 66 14
to the project is over 4,000 acres and the creek is designated on the Flood Insurance Rate Map by FEMA. The City’s goal was to reduce the peak flow utilizing a series of detention basins that in turn will reduce peak flow rates downstream and reduce the burden on those downstream facilities. This reduction in peak flow rates was accomplished through the removal of sediment/debris load and the attenuation of peak flooding through the use of the proposed basins. In addition to providing flood control benefits, this project also provided certain environmental and water quality benefits. To do this, the flood control facilities were developed in such a manner so the construction preserves riparian vegetation, where possible, and implements other measures for environmental and water quality impacts. In order to accomplish this, WEBB reviewed the conceptual design and provided a more precise analysis of the level of flood control protection the basins will provide.

WEBB also prepared detailed hydrologic, hydraulic, and sediment transport models to determine the peak runoff rates, flood volume, and debris load.

North Indio Regional Flood Control Channel Project, Coachella Valley Water District (CVWD) - Joseph is the Technical Lead for the North Indio Regional Flood Control Channel Project which is a key component of the CVWD flood protection mission in the Coachella Valley. The project will complete the link between existing flood control facilities in the north Indio area, providing increased flood protection for the region. The project consists of over three miles of concrete lined trapezoidal and rectangular channels, including numerous culvert crossings of existing and future streets. To date, WEBB has prepared the hydraulic analysis, preliminary design, and environmental documentation for the project. WEBB is currently in the process of preparing the final design plans, specifications, and estimates. WEBB is also responsible for preparing the CLOMR and providing public outreach and right-of-way acquisition services.

University Wash Channel, Riverside County Flood Control & Water Conservation District - Joseph was Technical Lead for the University Wash Storm Drain Project including the planning, analysis, and design of a large diameter master plan storm drain that connects existing upstream and downstream facilities together. This project was unique in that the 2,450-LF, 90-inch RCP required for this project had to be designed to maneuver its way through a developed industrial corridor of the City. Key to this project was the coordination with local businesses to ensure construction of the storm drain minimized impacts to business operations.

San Jacinto River Stage 3 Master Drainage Plan, Riverside County Flood Control & Water Conservation District (District) - Joseph served as Project Manager for the WEBB Team responsible for reviewing the current hydrological model, analyzing potential alternative models, and working with the District to decide the best option based for the current Master Drainage Plan. This project consisted of preparation of conceptual drawings for the Master Plan addressing all key elements such as floodplain management, flood control features, environmental preservation, development opportunities, effects on regional infrastructure, right-of-way requirements, and order of magnitude cost. WEBB worked directly with the District to prepare the planning study, coordinated with all stakeholders, and presented all findings to the Advisory Board with recommendations for the next steps (i.e., MSHCP compliance, CEQA strategy, land development constraints, and floodplain management). WEBB is currently working on the final MDP and EIR for the District.

Bedford Wash Channel, Riverside County Flood Control and Water Conservation District - Joseph is the Project Manager for the Bedford Wash Channel upstream on the McMillan Property. Services provided included finalizing the 30% design, preparation of all necessary studies, and designs for the final construction drawings, preparation and processing of the Cooperative Agreement and Agency approvals as well as providing on-going coordination with the overall project team during the design of the overall project and with the environmental consultant to assist with obtaining any regulatory permits associated with the channel construction. WEBB provided three iterations of channel design from the point the project was secured, when it was a completely lined concrete channel. Through WEBB’s recommendation, the project stakeholders strategically selected to move toward transitioning the channel to a soft bottom.

Joseph Caldwell, PE, CPESC, CPSWQ, QSD, QSP, CFM
Water Resources Practice Leader
67 15
Bradley A. Sackett, PE
Senior Engineer
Brad Sackett, PE, is a Senior Engineer and Project Manager with WEBB’s Water Resources Department. Brad specializes in assisting major public agencies with a wide variety of water resource projects. Clients seek his expertise with pumping facilities, water pipeline design, gravity sewer main design, water and sewer system master plans, hydraulic modeling analysis, and sewer resource plans for Specific Plan Environmental Impact Reports (EIRs), among other projects.

Brad has been instrumental in assisting clients with in-house projects, while representing these agencies with their constituents as an on-site consultant. Throughout Brad’s career he has been intricately involved in the design, management, and construction support of projects for such clients as Eastern Municipal Water District (EMWD), Western Municipal Water District (WMWD), and the cities of Riverside and St. Helena, to name a few.

His detailed approach ensures each project integrates flawlessly into master plan requirements from concept through construction. He specializes in operations takeover and integration of systems with a focus on cost effective and efficient transitions.

REGISTRATIONS
Registered Civil Engineer C 65862 (CA)

EDUCATION
BS, Chemical Engineering
Massachusetts Institute of Technology

AFFILIATIONS
American Water Works Association (AWWA)
Master Sewer Plan, Jurupa Community Services District (District), Mira Loma - Brad assisted in the preparations of the Master Sewer Plan for the District. This report encompassed approximately 16,000 acres. The scope of the report included, among other things, population projections, establishing analysis criteria, projection of wastewater flows, modeling and analyzing existing and ultimate facilities, capital improvement projects summary, cost estimates, and recommendations.

Lakeview/Nuevo Area Wide Master Plan, Eastern Municipal Water District (District) - The Master Plan area encompasses 16.7 square miles currently within the District’s existing 1698, 1720, and 1831 water pressure zones. The areas of these pressure zones will be expanded and/or modified to place the entire project area within three water pressure zones; 1720, 1831, and 1850. The proposed water, sewer, and recycled water facilities conceive approximately 179,200-FT (33.9 miles) of water transmission pipelines, approximately 111,900-FT (21.2 miles) of sewer collection and interceptor pipelines, and 99,100-FT (18.8 miles) of recycled water pipelines.

These service facilities also include the installation of five new and the relocation of two existing water booster stations, installation of four new sewer lift stations, and the construction of six above‑ground water storage tanks (reservoirs) at five locations.
68 16
Bradley A. Sackett, PE
Senior Engineer
Master Plan Updates, Western Municipal Water District (District) - Brad served as Project Manager for the District’s project. This project for included updates to the North and South AFC Master Plan, the Sewer Master Plan, MARB Water Master Plan, the Recycled Water Master Plan, the Murrieta Water Master Plan, and development of the Murrieta Sewer Master Plan. All plans were brought current by verifying the current land use, EDU’s and demands, updating facilities to be constructed and associated cost estimates, and preparing a CEQA document at the programmatic level allowing WMWD to consider adoption of the master plan by the Board of Directors. The master plans and associated CEQA document was presented to the Board for consideration.

Water Supply Evaluation, Western Municipal Water District (District) - Brad served as Project Manager for the District’s project. In 2016, WEBB provided engineering services to evaluate available water export amounts from Riverside Highland Water Company’s (RHWC) rights that might be transferable to the Western Municipal Water District (WMWD) in the future. The study results are used as the basis of a lease agreement between the two agencies. The study includes (1) Verify RHWC’s annual water rights within the San Bernardino Basin Area and allowable delivery limits outside of San Bernardino County (2) Determine RHWC’s existing water demands, (3) Determine RHWC’s future demands, in five year increments, out to ultimate build-out, and (4) Identify surplus water rights available for transfer from RHWC to WMWD at five year increments through build-out.

South Regional Lift Station Analysis, Western Riverside County Regional Wastewater Authority - Brad served as the Project Manager for this project. WEBB obtained as-built plans, pump information, current operating conditions, and ultimate flow projections from each agency. Based on the hydraulic analysis of the systems, WEBB determined the existing system maximum capacity and compared against ultimate daily and instantaneous flow projections. Since there is essentially no storage capacity in the South Regional Lift Station and conveyance system, all wet weather and peak flows must be pumped to the treatment plant to avoid sewer spills or discharges to the IEBL emergency connection. Flow projections included both dry weather and wet weather maximum flows based on estimates of peaking factors for both situations. Improvements were identified to meet the ultimate flow projects.

Baxter Road and Clearview Street Lift Stations, Eastern Municipal Water District - Brad served as Senior Engineer for this project. Two lift stations were partially constructed during the mid-2000’s but were never completed when the housing market collapsed. With the recovery of the housing market and a revised development proposal, WEBB analyzed the proposed development plan based on revised tributary areas, determined the ultimate station capacity, inspected the existing facilities for current condition and salvageable facilities, re-designed and specified all required improvements and installation for both the renovated Baxter Road Lift Station, Clearview Street Lift Station, and the abandonment of the Menifee Court Lift Station. 69 17
Sinnaro Yos, PE
Senior Engineer
Sinnaro Yos, PE, is a Senior Engineer with WEBB’s Water Resources Department.

Sinnaro offers clients extensive experience managing the design and construction of a wide range of public works projects that enhance water quality and supply including water and wastewater systems, water reclamation, and water and wastewater treatment.

Sinnaro’s responsibilities include master plan reports for water and wastewater systems, water and sewer pipeline sizing and hydraulic analysis, alignment analysis, and pipe thickness design. He also focuses on water booster stations, sewer lift stations and deep well drilling and equipping design, utilities coordination and permitting through agencies, preparation of bid documents, and engineering cost estimates.

REGISTRATIONS
Registered Civil Engineer C 68607 (CA)

EDUCATION
BS, Civil Engineering
University at Buffalo,
State University of New York
David Algranti, PE
Chief Design Engineer
David (Dave) Algranti, PE, is a Chief Design Engineer with WEBB’s Water Resources Department. Dave has years of experience in the planning, design, and construction of water resources projects. With such deep knowledge of water-related systems, he assists as technical advisor for all WEBB teams handling such projects for clients. Dave helped develop WEBB’s quality management program, enabling him to coordinate and directly perform project quality control and assurance - making sure project technical issues are recognized early and resolved efficiently by an expert in the firm.

He has provided design and supervisory services for a wide range of water systems projects that provide reliable infrastructure to improve communities. These include water storage reservoirs, major water pumping plants, surge and water hammer control equipment, water treatment plants, water wells, and water transmission mains.

REGISTRATIONS
Registered Civil Engineer C 26817 (CA)

EDUCATION
BS, Civil Engineering, California Polytechnic
University, Pomona

AFFILIATIONS
American Water Works Association (AWWA)
Autumn DeWoody, CPSWQ
Senior Environmental Analyst
Autumn DeWoody, CPSWQ, is a Senior Environmental Analyst with WEBB’s Planning and Environmental Department. Autumn offers clients a bridge between our technical municipal and stormwater engineering services and environmental documentation.

She regularly partners with WEBB’s project managers to prepare various planning documents on behalf of our water, wastewater, and flood control district clients.

In addition, Autumn offers private and public clients jurisdictional delineations and regulatory permitting services as well as environmental monitoring at construction sites to ensure compliance with Mitigation, Monitoring, and Reporting Plans (MMRPs).

She has been repeatedly commended by clients on the frequency and helpfulness of

EDUCATION
MS, Environmental Sciences
University of California, Riverside
BS, Environmental Sciences
University of California, Riverside

CERTIFICATIONS
CPSWQ No. 0927
Certified Level 1 Water Audit Validator

AFFILIATIONS
Association of Environmental Professionals
(AEP)
Groundwater Resources Association of
California (GRA),
Southern California Chapter
70 18 71
19 72
20 Project Experience
Phone: 801.683.3733 | Email: [email protected]
Mr. Graue is an intensely ambitious Professional Engineer and Project Manager backed by over a decade of experience in the Water and Energy sectors with a proven track record of successful project delivery and program implementation. Nick’s deep passion for natural resource conservation has steered him to managing engineering projects where technology can be leveraged to achieve a more sustainable infrastructure. Nick’s work experience involves the entire life cycle of engineering projects from capital planning, feasibility analyses and engineering design to contract administration, construction management, facility commissioning and operations consulting.

Mayflower Mountain Resort Water Master Planning & Design, Engineering Analysis, Hydraulic Modeling, Water Master Planning, Water Storage Tanks, Pump Stations, Flow Control Facilities, PRVs, Utility Design, Project Management Northpoint Development | Lakeview Business Park Water & Sewer Master Plan Engineering Analysis, Hydraulic Modeling, Utility Master Planning, Design, Project Management Town of Bennett, CO | Custer Bypass Sewer Alignment Study Engineering Analysis, Hydraulic Modeling, Utility Design, Project Management Boulder County, CO San Souci Water Treatment Plant
Surface Water Treatment, Facility Planning, Design, Permitting, Project Management West Wendover Water GIS Mapping Update
GIS Master Planning, Database Design
Spring Valley Metro District #1, CO Arapahoe Well #2
Groundwater Development, Hydraulic Analysis, Design, Project Management Snowbird Resort Mid-Gad Lodge Spring Collection & Disinfection Project, 2020 Groundwater, Site Utilities, Mechanical Design, Project Management Salt Lake County Service Area 3 Chickadee Ski-Run Water & Sewer Realignment Project
Utilities, Water Distribution, Wastewater Collection, Construction Management Oakley City, UT Cottonwood Springs Improvements
Groundwater, Mechanical Design, Project Management
Aspen Acres Association Spring Improvements,
Groundwater, Mechanical Design, Instrumentation & Controls, Project Management, Construction Management
Mountain Regional Water, Glenwild Booster Station Upgrades Hydraulic Analysis, Mechanical Design, Site Utilities, Permitting Mountain Regional Water, Hidden Creek PRV & Booster,
Construction Management
Metro Water District of Salt Lake and Sandy Telemetry Radio System Improvements Telemetry System Planning & Design
Town of Alta, UT Bay City Mine Pump Improvements
Hydraulic Analysis, Mechanical Design, Permitting
Education
Registration
Work Experience
Affiliations
Certifications
Expertise
BS Civil Engineering
University of Utah, 2013
Professional Engineer:

UT, CO, NV, ID, OR, WA
AWWA
AWWA/Energy Management Committee
Envision Sustainability Professional
(ENV SP), Institute for Sustainable
Infrastructure
• Project Management
• Water System Master Planning
• Hydraulic Modeling
• Pumping System Design
• Intelligent Water Systems
• SCADA & Instrumentation
• Water Conveyance & Transmission
• Asset Management
• Site Utilities
• Water Distribution
• Water Storage Facilities
12 Years

INNOVATIVE ENGINEERING SOLUTIONS
aquaeng.com
Nicholas Graue, PE | Senior Project Engineer
73 City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1603 Agenda Date: 9/13/2022
Agenda #: C. Category: Consent Calendar
FROM:

Engineering
SUBJECT:

Approve Task Order for the Fontana Storm Drain Master Plan Update Project RECOMMENDATION:

1. Approve and authorize the City Manager to execute a Task Order in the amount of $375,130 with David Evans and Associates, Inc. for engineering services for the Fontana Storm Drain Master Plan Update Project, request for proposal SQ- 87-DE-19-33.

2. Approve and authorize the use of funds in the amount of $375,130 in Fund 302, Org 3023600 as part of the City’s American Rescue Plan Act Expenditure Plan (ARPA).

3. Approve and authorize the City Manager to execute any future amendments to the Task Order.

COUNCIL GOALS:
· To invest in the city's infrastructure (streets, storm drain, parks, etc.) by maintaining and improving the city's existing infrastructure.
· To invest in the city's infrastructure (streets, storm drain, parks, etc.) by providing for the development of new infrastructure.

DISCUSSION:

On March 8, 2022, the City Council approved the ARPA Expenditure Plan which included $800,000 for two projects including sewer and stormwater master plan updates under the Federal use category of Water and Sewer Infrastructure (Sections 602(c)(1)(D) and Section 603(c)(1)(D) of the Social Security Act). These projects were determined to be eligible ARPA expenditures per the U.S.

Department of the Treasury State and Local Fiscal Recovery Funds Final Rule and met the following thresholds:
· Required activity per Environmental Protection Agency (EPA) Clean Water State Revolving Fund program, planning/assessment
· Responsive to an identified need to achieve or maintain an adequate minimum level of service through the development of a comprehensive plan for the stewardship of the storm drain system to identify and prioritize deficiencies and improvements, cost information, and overall planning and maintenance of the system
· Cost-effective means for meeting storm drain system requirements ensuring that limited available resources are programmed appropriately
· Unlikely to be made using private sources of funds due to limited available resources · Promotes the purpose of producing high-quality infrastructure, avert disruptive and costly City of Fontana Page 1 of 2 Printed on 9/7/2022
powered by Legistar™ 74
File #: 21-1603 Agenda Date: 9/13/2022
Agenda #: C. Category: Consent Calendar
· Promotes the purpose of producing high-quality infrastructure, avert disruptive and costly delays, and promote efficiency
In an ongoing effort to improve public safety and to evaluate existing and future infrastructure across the city, a Request for Proposals (RFP) to update the city’s 30-year-old Storm Drain Master Plan was prepared. The scope of work was divided into three areas (north of Interstate 210, between Interstate 210 to Interstate 10, and south of Interstate 10), and includes evaluating each area based on existing and future conditions per the City’s General Plan. In addition, the scope includes a recycled water concept plan and the development of a list of prioritized capital improvement projects with estimated construction costs.

Staff solicited an RFP by notifying 46 prequalified firms through the Purchasing Office. Six (6) prospective firms downloaded the RFP documents, and a proposal was received from one (1) engineering firm interested in providing design services for the project on June 9, 2022. The proposal was evaluated based on several considerations including experience with similar work, understanding of scope and issues, along with available staff and schedule. As a result, the staff recommends approval of a Professional Services Agreement with David Evans and Associates, Inc. for engineering design services for the project.

The total amount of the professional service agreement is in the amount of $375,130 including optional tasks, and the duration of the project is approximately one year from the contract award.

FISCAL IMPACT:

The fiscal impact associated with the approval of this item is $375,130 and is funded through ARPA funds. Funds are budgeted in Fiscal Year 2022-23 in Fund 302, Org 30236000.

MOTION:

Approve staff recommendation.

City of Fontana Page 2 of 2 Printed on 9/7/2022
powered by Legistar™ 75
REVISED MAY 07, 2006

BANANA BASIN

HICKORY BASIN

DECLEZ BASIN

RICH BASIN

VICTORIA BASIN
SAN SEVAINEBASINS 1-4

SAN SEVIANE
BASIN 5

JURUPA BASIN
New fee effective : 05/07/06

DRAINAGE STUDY
HAWKER

REVISIONS ENGR'S APPROVAL DATE CITY APPROVAL DATE
MISC. GENERAL CORRECTIONSADDED S.C.G. CO. 36" TRANSMISSIONLINE REV'D BOUNDARY FOR PROJECT 3-4CHG'D LINE SIZE ON JUNIPER N/O BASELINE TO 45"X45" WAS 48" & 42"ADDED NOTE: EXIST. I-15 RCB. S... FREEWAYREV. SS-2B 93" TO 96", M-7 84" TO 90" JT 7/1/92 GJB 7/14/92JT 9/21/92 GJB 9/22/92JT 9/23/93 GJB 9/23/93JT 9/23/93 GJB 9/23/93JT 10/25/93 GJB 10/25/93 12345

CITY LIMIT

RANDALL AVE

UNION PACIFIC RR

METROLINK
I-15 FREEWAY

SOUTH HIGHLAND AVE
I-15 FREEWAY

SLOVER AVE

VALLEY BLVD
I-10 FREEWAY
I-10 FREEWAY

BASELINE AVE

FOOTHILL BLVD

ARROW BLVD

SAN BERNARDINO AVE

JURUPA AVE

SANTA ANA AVE

METROLINK

EAST AVE

CITRUS AVE

SIERRA AVE

ETIWANDA AVE JURUPA AVE

MULBERRY AVE

CHERRY AVE

CITRUS AVE

SIERRA AVE

BEECH AVE

MARLAY AVE

VALLEY BLVD

SLOVER AVE

SANTA ANA AVE

SAN BERNARDINO AVE

MERRILL AVE

CHERRY AVE

CITRUS AVE

SIERRA AVE

ALDER AVE

MAPLE AVE

BEECH AVE

FOOTHILL BLVD

ARROW BLVD

BEECH AVE

CITRUS AVE

SIERRA AVE

ALDER AVE

MAPLE AVE

BASELINE AVE

CHERRY AVE

SUMMIT AVE
SR-210 FREEWAY

BEECH AVE

MILLER AVE

CHERRY AVE
SR-210 FREEWAY

DUNCAN CANYON RD

RIALTO STUDY AREA
COUNTY
PROJECT 3-4 AREA

DECLEZ SOUTH

DECLEZ NORTH

FONTANA EAST

MOUNT JURUPA
PROJECT 3-4
LOWER

ETIWANDA
I-10
SOUTH

UPPERETIWANDA
I-10 NORTH
I-15 NORTH
DECLEZ

CHANNEL
SS-11
SS-10 SS-8
SS-5B
SS-5A
M-7C
M-7B
M-7A
SS-2D
SS-2
T-4A
T-3C
T-3A T-3B
T-1B
T-1A
63"
M-5F
C5 C4 C3 C2
D7
2- 10' x 8' RCB
B6
B3
B4
B5
A
B2
H7 H10
DZ-16
DZ-15
DZ-14
DZ-13
DZ-12
DZ-11
DZ-10
DZ-9
DZ-8
DZ-7
DZ-1
SS-2C
M-6A
M-6B
48"
100 YEAR
B
C
D
DZ-2
36" 30" 24"
36" 30" 24"
54"
54"
54" 69"
45" 39"
45" 39"
45" 39"
66" 39" 30"
78"
27"
36" 51"
39" 42"
57"
54" 45" 36"
42" 48" 72" 78"
39" 42"
54" 48"
72"
100 YEAR
100 YEAR
25 YEAR
25 YEAR
25 YEAR
25 YEAR
36"
54" 42"
48" 39"
84" 42"
60" 66" 42" 66"
14' x 9' 14' x 9' 96" 90" 54"
6' x 10'
24"

MWD UPPER FEEDER
72"
DZ-6
DZ-5
51"
39"
39"
DZ-2A
102"
93"
84"
78"
87"
84" 63"
42" 39"
39" 42"
90" 54" 42"
P-1
P-3
39" 54"
36"
39"
48" 54"
25 YEAR
25 YEAR
100 YEAR
25 YEAR
100 YEAR
100 YEAR
100 YEAR
100 YEAR
100 YEAR
M-5D
M-6
M-7
M-5C
M-5A

CALTRANS
100 YEAR
10' x 8'
57" 69"
108"
108" 96" 81" 66"
51"
51"
51"
51" 12' x 6.5' 63"
9' x 8' 8.5' x 8'
90" 90"
36"
45"
87" 84" 75" 63"
81" 63" 45"
8' x 7' 93" 78" 66"
90' 81"
2- 14' x 7' 2-14' x 6.5'
2-8' x 6'
12' x 8'
8' x 8'
93"
60"
57"
M-5

MWD UPPER FEEDER
100 YEAR
100 YEAR
100 YEAR
H8 H7
78" 63" 90" 45" 36"
H6
H11
81" 66" 87" 48" 36"
H3
48" 45" 57" 36"
H4
36"
48"
M-4
J-1
J-2
J-3
J-1
45" 39"
36"
36"
42" 36"
42" 36"
45" 39"
48" 36"
E
FG
G1 G2 G3 G4 G5 G6 G7
F5
F4
F1 F3
E1 E2 E3 E4 E5 E6
72" 90" 102" 108" 120" 120"
12' x 6' 12' x 6.5' 12' x 7.5' 12' x 8' 12' x 8.5'
66"
72"
78"
96"
96"
42"
42"
42"
39"
39"
39"
39"
51"
39"
63" 57"
51"
51"
42" 30" 36"
100 YEAR 25 YEAR
25 YEAR
25 YEAR
25 YEAR
100 YEAR
25 YEAR
25 YEAR
42"
42"
42"
42"
42"
42"

MWD PIPE
11'-8" DIA
T-2A
T-8 T-7 T-6 T-3 T-2
87" T-1
54" 42"
75"
45"
36"
14' x 6' 13' x 6'
66" 63" 48"
69" 69" 69"
78"
51"
81"
69"
60" 60" 68"
66" 57" 51"
63" 69" 69"
51" 48" 87" 51" 42" 42" 75" 57" 36" 42" 51" 36" 48"
81"
69"
51"
48"
54" 36" 42" 42" 42"
42" 42" 63" 63"
48" 42"
36"
36"
96"
36"
25 YEAR
H
H3
H12
H2
2- 12' x 9' 2-12 x 8.5' 2-10 x 8'.5" 2-8' x 8' 81" 84" 81" 36"
2-12' x 9'
60" 54" 45" 36"
36"
36"
36" 36"
90" 93"
45"
36"
42"
48" 36"
54"
54"
54"
54"
78" 72" 42"
108"
54"
H14
102"
96"
96"
54" 51"
48"
36"
42"
69"
36"
36" 72"
60"
54"
51"
72"
48"
51"
45"
42"
36"
57" 48"
D5 D4 D3 D2 D1
2- 10' x 6' RCB 2- 9' x 6' RCB 2- 8' x 6' RCB 102" 102" 69" 63" 48" 51" 39" 30" 39" 54" 45" 42" 54" 45" 60" 60" 48" 39" 42" 57"
54"
57"
54"
60"
45"
66" 54"
51"
8' x 8.5'
4' x 2.5'
8' x 8' 8' x 7.5' 8' x 7' 8' x 6.5' 8' x 5.5'
54"
63"
48"48" 30" 30" 42" 45"
C6 C1

CRAWFORD
I-15 CHANNEL

HAWKER CRAWFORD CHANNEL
B1
A1
I-10 CHANNEL
10' x 9' RCB 10' x 9' 9.5' x 9' 9.5' x 9' 9' x 8' 9' x 8' 69" 57" 39"
36"
42"
39"
69" 57"
39"
63" 54" 42" 36" 54" 54" 25 YEAR
A2
A3
10' x 4' 102" 102" 102"
36"
60" 48" 42"
100 YEAR
EXIST. 10' x 6' RCB
EXIST. 10' x 8' RCB
EXIST. 66" RCP
EXIST. 10' x 5' RCB

DEBRIS BASIN

DEBRIS BASIN
6' x 4'
6' x 3.75'
6' x 3.75'
48"
36"
63"
60"
51"
42"
45"
72"
66" 54" 54"
48"
45"
8' x 3.5'
10' x 4.5'
10' x 5.5'
10' x 4.5'
36"
10' x 5' 10' x 4.75'
36" 36"
2- 8' x 6' RCB
P-2
48"
60"
87"
75"
36"
57"
63"
108"
42"
25 YEAR
42" 36" DZ-4
14' x 9'
102"
102"
100 YEAR
DZ-5
84"
25 YEAR
25 YEAR
72"
8' x 6'
8' x 6' 78" 66" 63" 66" 51" 45" 39" 36" 24"
42" 51"
33" 36" 51"
60"
8' x 6'
72"
66"
42"
39"
36"
42"
39" 36"
75"
66"
56"
36"
60" 54"
36"
36"
36"
24"
42"
42"
39"
78"
39" 48"
36"
42" 51"
36" 51"
59"
42"
66"
48"
45"
M-5G

MWD PIPE
FEEDER
M-5B
M-5E
100 YEAR
51"
F2
25 YEAR
45"
42"
51" 42"
42"
48"
25 YEAR
51"
51"
72"
60" 54"
100 YEAR 100 YEAR
100 YEAR
100 YEAR
63"
51"
T-4
100 YEAR
54"
75"
39"
57"
T-5
100 YEAR
45" 36"
100 YEAR
39"
60" 69"
42"
66" 42"
48"
66"
H13
36" 42" 45" 54"
69" 69"
100 YEAR
100 YEAR
100 YEAR
42"
45"
42" 36"
100 YEAR
T-1C
100 YEAR
87" 78"
100 YEAR
36"
48"
100 YEAR
T-4C
100 YEAR
T-4B
100 YEAR
42"
36"
42"
42"
51"
51"
69"
42"
96" 90" 48" 45"
93"
39"
48"
45" 42"
H1
H5
24"
25 YEAR
25 YEAR 25 YEAR
25 YEAR
25 YEAR
93" 25 YEAR
25 YEAR
25 YEAR
25 YEAR
25 YEAR
102" 93"
100 YEAR
25 YEAR
D6
25 YEAR 25 YEAR 25 YEAR 25 YEAR
45"
25 YEAR 25 YEAR
45"
100 YEAR
25 YEAR 25 YEAR
DA
100 YEAR
57"
8' x 8.5'

HIGHLAND CHANNEL
51" 63" 57" 57" 45" 51"
54"
48"
57"
8' x 7'
25 YEAR
100 YEAR 100 YEAR
25 YEAR
25 YEAR 25 YEAR
25 YEAR
19"
25 YEAR
8' x 8.5'
100 YEAR
54" 48"
54" 42"
100 YEAR
25 YEAR 25 YEAR
100 YEAR
25 YEAR
25 YEAR
25 YEAR
25 YEAR
25 YEAR
100 YEAR
100 YEAR
100 YEAR
42"
25 YEAR
A4 25 YEAR
45" 48"
54"
48"
30"
60" 72" 48"
36"

CHANNEL
100 YEAR

DEBRIS BASIN

DEBRIS BASIN

DEBRIS BASIN
48"
48"
25 YEAR
72" CHANNEL
64"
78"
42"
SS-7
42"
100 YEAR
100 YEAR
SS-6
100 YEAR100 YEAR

SAN SEVAINE
SS-2A
87" 84" 63"
SS-2B
100 YEAR
100 YEAR
25 YEAR25 YEAR25 YEAR
25 YEAR
39"
30" 24"
69"
69"
60"
48" 36"
54" 45" 36"
45"
36"
M-3
M-2
M-1
100 YEAR
100 YEAR
100 YEAR 100 YEAR
100 YEAR
2 2
2 S.C.G. CO. 2-36"

TRANSMISSIONLINE
3 5
5 4 NOTE:

EXISTING I-15 R.C.B'S WILL REMAINTO HANDLE LOCAL DRAINAGE FLOWUNDER FREEWAY.

WEST FONTANA CHANNEL 100 YEAR
MWD

FACILITY

ETIWANDA PIPELINE
MWD LINE 12'-0" DIA

ETIWANDA PIPELINE
MWD LINE 12'-0" DIA

RIALTO PIPELINE
RIALTO PIPELINE MWD LINE 10'-0" DIA.

MWD LINE 8'-0" DIA.

ETIWANDACHANNEL

MWD PIPE
11'-8" DIA.MWD PIPE
11'-8" DIA.MWD PIPE

MIDDLEETIWANDA
90"
42"
76"

ETIWANDA CHANNEL

SAN SEVAINECHANNEL

SAN SEVAINE/ETIWANDA CHANNEL

HUNTER'SRIDGE
108"
87"
87"
S.C.G. CO. 36"
TRANSMISSION LINE
5'#.
1(
6 *
'
%+ 6; 1(
+0%14214#6'& ,70'    

CITY OF RIALTO

CITY OF RANCHO CUCAMONGA CITY OF ONTARIO

BLOOMINGTON

CITY OF

RANCHO CUCAMONGA
Department of Engineering / MappingCity of Fontana
B-4

EXISTING CHANNEL

EXISTING RCB

EXISTING STORM PROPOSED TRAPEZOIDALPROPOSED RCBPROPOSED PIPELINE IDENTIFICATIONAREAS IN ADJOINING DRAIN PIPECHANNEL

MASTER STORM DRAIN PLAN LEGENDACCOUNT NUMBERS FEE LEGEND 36442622.525236998622.525236443622.525236339622.525236999622.525236441622.5252 NONE
36337622.525236338622.525236336622.5252

NONENONE
36997622.5252
$23,317
$27,684
$14,196$9,013$6,949
$8,331
$20,388
$4,998
$19,065$16,719

DECLEZ NORTH

DECLEZ SOUTHHUNTERS RIDGE
FONTANA EASTUPPER ETIWANDAMIDDLE ETIWANDALOWER ETIWANDAI-10 NORTHI-10 SOUTHI-15 NORTHMOUNT JURUPAPROJECT 3-4HAWKER CRAWFORD (NOT INCL.)
(NOT INCL.) CHANNEL
(NOT INCL.)
76 David Evans and Associates, Inc. | November 26, 2021 | 1 Submitted by
Master Plan of Storm Drain Update
June 9, 2022
Proposal No. SQ-87-DE-19-33 for Design Services
Submitted to
77 David Evans and Associates, Inc. | June 9, 2022 | ii Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update

TABLE OF CONTENTS

SECTION PAGE
Cover Letter 1
Project Team 2
Scope of Work 3
Project Schedule 7
Fees 7
Relevant Projects 8
Hourly Rates 10
Appendix - Resumes
78 June 9, 2022
Mr. Sid Lambert
Purchasing Office
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Re: Proposal to Provide Design Services for Master Plan of Storm Drain Update (SQ-87-DE-19-33) Dear Mr. Lambert and Selection Committee Members:

David Evans and Associates, Inc. (DEA) is pleased to submit our proposal for the Fontana Storm Drain Master Plan Update.

The City of Fontana (City) has experienced significant growth since the last comprehensive evaluation of the City’s master plan in 1992, that was completed by our legacy company Hall & Foreman. Several updates to the 1992 master plan have been evaluated over the last 30 years which have deviated from the original plan. The City needs the chosen consultant to integrate the already constructed 1992 master plan facilities, the new development facilities, and existing facilities to see where hydraulic constrictions exist and determine the most cost-effective way to alleviate the constrictions.

The benefits of working with DEA include:

Extensive Understanding and Knowledge of the Proposed Project: DEA understands the importance of this project for the City. Our scope, approach, and clarifications reflect our experience with similar projects for the City including the North Fontana Drainage Master Plan Study and the South Fontana Master Plan of Drainage Alternative Analysis for the Sierra Avenue Detention Basin.

Senior Project Manager that Specializes in City Master Plans: Project Manager Rebecca Kinney has more than 20 years of experience with City Storm Drain Master Planning in Southern California. She strongly believes that the best master plans are living documents that can be easily updated in the future, and facilitate City transparency on public funding of storm drain infrastructure. Based on her vast experience, she has crafted our scope and approach to help the City focus it’s funding on the areas within the City that are in most need of improvements. Rebecca has used this approach recently on the Yorba Linda Master Plan of Drainage which includes extensive GIS updates and focuses on specific watersheds in the city.

Quality Control with a Manager that completed previous Master Plans for the City and surrounding areas: Gavin Powell will serve as the Quality Control Manager and bring his wealth of knowledge on the City’s storm drain system to the team. He has also authored several neighboring city storm drain master plans.

From recent conversations with the City, we have learned that a successful Master Plan will focus on the older parts of the City between I-10 and I-210 [Area of Study (AOS) 1 in the RFP] where fewer of the 1992 master plan facilities have been constructed. Other areas of interest (AOS 2 & 3) will be evaluated in less detail. Additional key elements include:

Collecting and Evaluating Data
Evaluating facilities constructed since the 1992 Master Plan Identifying potential deficiencies in the current system Assessing future development areas and corresponding facility needs Collaboratively prioritizing capital improvement program (CIP) projects for each of the AOS Preparing documentation including updated Master Plan Maps and costing of projects.

We pride ourselves with consistently delivering solutions that are practical, applicable, fundable, and cost-effective. Working collaboratively with our clients, we deliver successful projects and work products that are right-sized and of high-quality.

As project manager, I am pleased to present this proposal and our team of experts that will continue to work closely with you to meet your expectations.

Sincerely,
David Evans and Associates, Inc.

Rebecca Kinney, PE, CFM
Project Manager
4141 East Inland Empire Boulevard Suite 250 Ontario, CA 91764 T: 909.481.5750 F:909.481.5757 79 David Evans and Associates, Inc. | June 9, 2022 | 2
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update

PROJECT TEAM
As illustrated in the
organization chart to the
right, DEA has the
expertise and staff
resources to successfully
deliver this project. Our
team will be led by Project
Manager Rebecca Kinney,
PE, CFM. She has extensive experience in all
phases of stormwater management projects
including planning, design, and construction.

Her recent experience has focused on the
development of master plans of drainage,
which focus on storm drainage facility sizing,
stormwater NPDES compliance, stream
stability, and floodplain management. Her
planning experience includes large municipal
planning and master planned communities,
as well as supporting hydrologic and
stormwater quality analysis as a basis for
CEQA documentation.

Staff Name Years of
Experience
Education / Registration Experience
Rebecca Kinney 26 BS, Civil Engineering / PE, CA #58797 Certified Floodplain Manager, (19-11256)
Rancho Mission Viejo Runoff Master Plans and
Drainage Design
Santa Ana Storm Drain Master Plan
Yorba Linda Master Plan of Drainage
Gavin Powell 22 BS, Civil Engineering / PE, CA #67187; PE, OR #63117
North & South Fontana Drainage Master Plan Study
Ontario Master Plan of Drainage Update
Rialto Master Storm Drain Plan Update
David A. Jaffe 21 PhD, Civil and Environmental Engineering; MS, Civil and Environmental Engineering, 2002; MS,
Physical Marine Science; BA, Earth and Planetary
Sciences / PE, CA#68321
Planning Level Technical Study Cahuilla Band of
Indians Roadway Culvert Improvements
Avenue 50 Extension Coachella
I-10 / Avenue 50 Interchange
Rianne Okamoto 6 BS, Civil Engineering / Engineer-In-Training, CA #162501; PE, OR #100192PE; PE, WA #22014639
Rancho Mission Viejo Runoff Management Plans
Yorba Linda Master Plan of Drainage
Dominguez Channel Watershed Study
Michael Becerra 8 BS, Civil Engineering/ Engineer-in-Training, CA #151952
North Fontana Drainage Master Plan Study
South Fontana Master Plan of Drainage
Rialto Master Plan of Drainage Update
Nick Zamarripa 10 BS, Civil Engineering; MS, Civil Engineering:

Emphasis in Water Resources / PE, CA # 86476
Master Plan of Storm Drainage for North and West
Santa Ana River Tributary Areas
Los Peñasquitos Watershed Drainage Master Plan
Avenue 50 Extension – La Entrada Development
Melissa Foltz 22 BS, Horticulture Science/Landscape Design, 2000  Lebanon Storm Drainage Master Plan and West Side Sanitary Sewer Interceptor
Roadway Capital Improvement Plan (RCIP) Update
Sara Gilbert 25 MS, Earth Sciences (GIS); BS, Geography / GISP  Alderwood Tap 115kV Transmission Project West Side Sanitary Sewer Interceptor Analysis
Willamette Water Supply Program Preliminary Design
and Permitting
80 David Evans and Associates, Inc. | June 9, 2022 | 3
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update

SCOPE OF WORK
Based on the RFP scope of work and our extensive experience in Storm Drain Master Planning, we have developed the following approach and clarifications for each of the scope tasks. Woven through each of the scope task items is our overall approach to the project challenges presented below:

Challenge Solution
Data – Storm Drain Master Plans are only as good as the data used to create them.

Thoroughly review the existing City data and develop an approach that will allow for detailed hydraulic modeling in areas where it is recommended and less detail in areas where models are not required.

NOAA 14 Rainfall Data – In the Fontana area, the
difference in rainfall is up to 25% more than what was
used in the 1992 Master Storm Drain Plan (MSDP) (NOAA
2).

The updated NOAA Atlas 14 publication includes data from several rain gauges which were not available at the time of the prior publication of NOAA Atlas 2, as well as 25 years of additional data at several of the rain gauges used in NOAA Atlas 2.

It is important to utilize the increased rainfall rates as much as possible as higher runoff is expected to enter
the storm drain system. Planning and design using the
updated rainfall records will help extend the useful life of the system. Past studies have used a combination of
NOAA 2 and NOAA 14, however, we recommend requiring
future development to mitigate to the NOAA 2 runoff levels.

The update would then consider evaluating each system
for future design guidelines as far as what rainfall design standard should be used for master plan CIP projects.

Deviations from 1992 MSDP – Several areas have deviated from the current MSDP, which may have resulted in
downstream deficiencies.

After assessing the areas that have deviated from the 1992 MSDP, DEA will determine the impact on the existing storm drain infrastructure and then determine if additional storm drain improvements are required as part of the master plan.

Land Use Changes (between 1992 MSDP and current
general plans) – Brief evaluation of the Land Use in the 1992 MSDP land use and the current general plan land
use shows that the 1992 MSDP used ¼ acre lots, while
the newer development in the City appears to be a higher density.

DEA’s overall approach is to use as much of the 1992
Master Plan as possible to minimize the cost of preparing the study. Therefore, one of the first overall tasks during our data collection will be to provide a land use difference map for evaluation prior to any modeling.

Existing Floodplains in the City – Floodplains in the City present challenges to storm drain master plans because
they produce high tail waters for tributary storm drain connections. High tail waters limit the capacity a storm drain can convey and require more complex modeling
procedures for large systems.

Floodplains in the City extend from the Etiwanda/San
Sevaine channel on the west end of the City (A0S 01 and 2) and in the West Fontana Channel Area (AOS 1) where
shallow flooding escapes the channel and flows south
along Beech Avenue. DEA’s team has experience working
with high tail water systems and storm drain master plans.

We have helped multiple cities collaborate with County
Flood Control Districts to determine appropriate modeling parameters and assumptions based on expected future
regional improvements.
81 David Evans and Associates, Inc. | June 9, 2022 | 4
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Task 4.1 – Data Collection and Review
Data is the foundation of all master planning, therefore, it is important to understand what data exists and where there are gaps in the data. DEA will create data maps in GIS and export tables showing what data is available spatially, so DEA can advise the City on appropriate methods to fill gaps for each Area of Study (AOS). The investigation will particularly pay attention to facilities constructed since the 1992 MSDP. This task will also include review of
the precipitation data for each of the AOS's to determine recommended modeling parameters which will be
documented in the detailed memorandum.

Clarifications: The following clarifications/assumptions for the deliverables are included in our fee that are not listed in the RFP:

City’s GIS data will be made available to the consultant.

City’s reports and storm drain plans will be made
available to the consultant.

Data and historical records of known flooding areas or
areas of repeat maintenance issues will be provided by
the City.

Hydrology approach for each AOS will be determined
individually.

Land uses will be compared between the 2021 land use
plan and the 1992 MSDP in a GIS-based land change
map.

DEA will include a table listing all data collected.

A detailed memo will be prepared recommending field
investigation to verify data gaps.

Task 4.2 Master Plan Report – AOS 1 (Between I-10
and I-210 Freeways)
The area between the I-10 and I-210 Freeways will be
modeled by a Full Detailed Hydrology and Hydraulics
study using San Bernardino County Hydrology Manual
and Coupled 1/2D hydraulic model. Coupled 1 and
2 dimensional (1D and 2D) hydraulic modeling, is
recommended for AOS 1 to better understand potential
flooding issues associated with the interface of old and new storm drain systems. These models can evaluate locations where surface flows (2D) interact with subsurface (storm drain) facilities (1D). The models allow the runoff to flow from the 2D surface to the 1D storm drain, and can also reverse flow from the 1D storm drain to the 2D surface
model. These models are especially helpful in analyzing systems with flat terrain, like the City of Fontana. In comparison to traditional models like WSPG, the coupled 1D and 2D models have shown to provide substantial cost savings related to storm drain infrastructure. The DEA team has seen a savings of up to 50% between traditional model and coupled 1D and 2D modeling.

This approach is recommended for this area because
the area contains the mapped floodplains and older
infrastructure. The approach requires detailed storm drain data, including as-built inverts in GIS, to import it into the hydraulic model. Hydrology, including detailed hydrographs, will be prepared for each inlet in accordance with San
Bernardino County Flood Control Hydrology Manual.

Coordination with San Bernardino County Flood Control on committed water surfaces for the downstream control for hydraulic model will be required. The existing and proposed Through DEA's experience with master planning, we have broken down the master plan into three phases, Plan & Prepare, Analyze, and Prioritize & Document. The flow chart below is a visual depiction of an efficient way to customize and move a master plan through to completion. While the City's RFP doesn't have the scope broken down similar to the graphic, all of the elements in the graphic are included in the scope presented in the RFP. ● Work with City to create
prioritization criteria
● Create prioritized list of
proposed improvement
recommendations
● Develop CIP
● Produce comprehensive
master plan document

PRIORITIZE &

DOCUMENT
● Delineate watershed and model
existing condition hydrology
and hydraulics
● Identify deficiencies
● Complete feasibility analysis
● Model proposed improvements
● Calculate project cost
estimates

ANALYZE
● Identify goals
● Gather as-builts, GIS data, and
previous studies
● Understand known flooding
and issue locations
● Select modeling approach
● Determine deficiency criteria
● Review and organize as-builts
and update GIS database

PLAN & PREPARE
Quality Assurance / Quality Control
82 David Evans and Associates, Inc. | June 9, 2022 | 5
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
models for this area will be developed, and Master Plan projects will be recommended based on 1) existing storm drains that are undersized and 2) unconstructed master
planned storm drain from the MSDP. Prioritization of the projects will be determined collaboratively with the City and DEA to update the CIP plan. This task includes a
prioritization memorandum and workshop with the City.

Clarifications: The following clarifications/assumptions for the deliverables are included in our fee that are not listed in the RFP:

Only public mainline pipes larger than 18 inches will be included in this analysis
Catch basins will not be modeled.

Surface elevation data for this area of the City will be provided by either the City or the county.

A prioritization memorandum and City workshop is
included.

Task 4.3 Master Plan Report – AOS 2 (South of I-10
Freeway)
To focus the City’s efforts on the areas which need the most detailed study, the area south of the I-10 freeway has been mostly developed since the 1992 MSDP was completed.

The area drains to the DeClez Channel and does not contain any floodplains associated with the channel. Therefore, the study will include higher level hydrology based on the San Bernardino County Hydrology Manual and hydraulic analysis of only backbone pipe sizes larger than 30” on areas
tributary to the DeClez Channel. The analysis will focus on making sure that the improvements that have been made
since the 1992 MSDP and South Fontana updates are
adequate to convey storm flows. The hydrology will contain basin routing for the Sierra Avenue basin as discussed in the South Fontana Update.

Clarifications: The following clarifications/assumptions for the deliverables are included in our fee that are not listed in the RFP:

Only public pipe sizes larger than 30” will be modeled.

A prioritization Memorandum and City Workshop is
included.

Catch basins will not be modeled.

Task 4.4 Master Plan Exhibit – AOS 3 (North of the
I-210 Freeway)
Since the area north of the I-210 Freeway has been more recently constructed and has recent hydrology and hydraulic studies, no new modeling for this area is proposed. Instead, simply reviewing data including the Q3 study, the 1992
MSDP, and as built plans, and including the constructed improvements in the Master Storm Drain Plan and Master
Storm Drainage Benefit Areas Map will be part of this task.

Clarifications: The following clarifications/assumptions for the deliverables are included in our fee that are not listed in the RFP:

As-built plans will be provided by the City.

Task 4.5 Master Plan Report – AOS 3 (North of the
I-210 Freeway) (Optional Task)
In addition to the work produced on Task 4.4, a full detailed Hydrology and Hydraulics study will be performed using San Bernardino County Hydrology Manual and SWMM model.

Since the Q3 study covers most of this area, the new study would include the Q3 study and the remaining areas into a comprehensive evaluation. Prioritization of the projects will be determined collaboratively with the City and DEA to develop a CIP plan.

Clarifications: The following clarifications/assumptions for the deliverables are included in our fee that are not listed in the RFP:

Only public mainline pipes larger than 18 inches will be included in this analysis
Catch Basins will not be modeled.

A prioritization memorandum and City workshop is
included.
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City of Fontana Storm
Drain Structures
Vicinity Map
´ 0 2,000 4,000
Feet
Document Path: M:\Pursuits\F\Fontana, City of\Pursuits\2022 MPD Update\RFP Docs\Other Documents\City GIS Data\City of Fontana SD GIS Data.mxd Date: 6/7/2022 Time: 2:19:48 PM User Name: Ndz
ESRI, ArcGIS Online
Service Layer Credits: Source: Esri, Maxar,
GeoEye, Earthstar Geographics, CNES/Airbus
Legend
" Catch Basin
& Manhole
! Outlet
' Misc. Structure
83 David Evans and Associates, Inc. | June 9, 2022 | 6
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Task 4.6 Storm Drain System GIS Update (Optional
Task)
Previous tasks will include a review of existing database and gap analysis. However, during this task DEA will review record drawings to incorporate missing storm drain assets in areas not covered by previous tasks and work with The City to standardize data attributes and inputs to help maintain data quality and integrity going forward. In addition DEA will provide metadata as well as a technical memo procedures and attributes included in the database. The database
should serve as a master copy of all storm drain assets and will be made available to The City upon completion. In
addition to the database, a master basemap and AutoCAD
file will be produced from the completed data set.

Clarifications: The following clarifications/assumptions for the deliverables are included in our fee that are not listed in the RFP:

Database to incorporate all available storm drain assets from existing database, previous tasks, and record
drawings available will be prepared.

Attribute detail may vary depending on source
information provided.

All attributes and fields will be defined in the metadata.

Overall GIS Basemap and AutoCAD drawing will also be
produced.

QUALITY CONTROL
DEA’s methods and techniques for Quality Control (QC) are employed in all phases of project work to see that the quality requirements are fulfilled for our clients. Quality Assurance (QA) is integral to our culture and processes and is ingrained in each task to be properly implemented. The primary benefit to clients has been the reduction in overall cost of the project by minimizing rework and contractor change orders.

Prior to starting a project, our established QA/QC Manager Gavin Powell, will develop a QA/QC plan based upon the phases of the master plan. Gavin’s experience with two of the City’s Master Plan Updates, allows him to lay out the critical elements such as the standards and checklists to be followed for each deliverable, the person responsible to provide review of each deliverable, the phases when a quality check needs to be performed, the type of review to be performed (interdisciplinary, accuracy, etc), and where the QC documents need to be stored for auditing. For master planning, quality checks will be completed
During data gathering especially with GIS database
development
During hydrology analysis prior to commencing hydraulic analysis
Post hydraulic analysis to verify any anomalies in
modeling
During CIP development and prioritization to verify the City’s needs are being met
Prior to the Draft Report submittal to the City
Prior to the Final Report submittal to the City
The QA/QC manager’s primary role is to verify these
procedures are followed through the life of the project.

Every year, DEA performs routine audits on projects to
ensure our team is following the protocol established for our clients. Furthermore, we establish discipline experts that are independent of the project for objectivity in review.
84 David Evans and Associates, Inc. | June 9, 2022 | 7
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update

PROJECT SCHEDULE
The following project schedule represents the work plan for the Storm Drain Master Plan Update. DEA has the staff available to complete the work as scheduled. It is DEA’s intent to do what is possible to help meet the project schedule.

The following is an outline of the key project milestones:

Begin Date End date August September October November December January February March April May June July Notice to Proceed 8/1/2022 8/1/2022 *
Task 4.1 Data Collection and Review 8/1/2022 9/19/2022
Task 4.2 Master Plan Report AOS 1 10/17/2022 1/30/2023
Task 4.3 Master Plan Report AOS 2 1/16/2023 3/20/2023
Task 4.4 Master Plan Exhibit AOS 3 3/20/2023 4/17/2023
Task 4.5 Master Plan Report AOS 3 (Optional) 4/17/2023 6/5/2023 Task 4.6 Storm Drain GIS Update (Optional) 8/1/2022 10/17/2022 City Final Review 6/5/2023 7/5/2023
Final Report 7/5/2023 7/31/2023
City of Fontana
Master Plan of Storm Drain Updage
Project Schedule
Task &
Description 2022 2023
Months
FEES
The fees and hours presented below include a rough estimate of the fee to meet the City's needs as presented in the RFP. To simplify the fee, we have not added any tasks to those presented in the RFP. Therefore, costs for management, meetings, and QA/QC is included in each of the tasks.

SR PM QA/QC PE EIT Intern SR GIS GIS PC ADMN Total Reim. $290 $250 $180 $140 $100 $150 $110 $130 $110 $ $

4.1 Data Collection and Review 20 4 96 96 8 8 24 0 13 $ 43,590

4.2 Master Plan Report - AOS 1 44 37 161 256 40 2 16 0 20 $ 95,090

4.3 Master Plan Report - AOS 2 38 27 121 148 32 2 4 0 20 $ 66,410

4.4 Master Plan Exhibit - AOS 3 21 9 61 48 0 2 2 0 19 $ 28,650 ODC $ 2,000

4.5 Master Plan Report - AOS 3 18 29 76 172 64 2 4 0 8 $ 58,250

4.6 Storm Drain System GIS Update 0 0 6 24 240 48 240 0 0 $ 62,040 ODC $ 1,000
141 106 521 744 384 64 290 0 80
Total Fee (Tasks + ODCs) $ 354,030 $ 3,000
$ 357,030
Please Note: All fees and scope are negotiable.

Legend:

SR PM=Senior Project Manager, PE=Project Engineer, EIT= Unregistered Civil Engineer, QA/QC=Quality Manager, SR GIS =Senior Geographic Information System Analyst, GIS=
Geographic Information System Analyst, PC=Project
Coordinator, ADMN=Administrative
City of Fontana
Master Plan of Storm Drain Update (SQ-87-DE-19-33)
Project Fee Schedule
Task &
Description

REQUIRED TASKS

OPTIONAL TASKS
85 David Evans and Associates, Inc. | June 9, 2022 | 8
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update

RELEVANT PROJECTS
North Fontana Drainage Master Plan Study,
Fontana, California
After preparing the original City’s Master Plan of Drainage several years ago, DEA has conducted several supplemental focused drainage studies at the request of the City. DEA was tasked with evaluating the impacts resulting from two separate development projects tributary to the HawkerCrawford channel. The developments proposed land-uses that were inconsistent with the City’s Master Plan of
Drainage (MPD), and also were proposing the realignment of the Hawker-Crawford channel. The City determined that as part of the EIR process for those projects, a technical drainage analysis would be necessary to evaluate these
proposed changes. DEA was retained to provide that
analysis, which included extensive project research and review of prior drainage studies and as-built drawings; a verification of previously studied drainage areas;
conducting a peer review of the hydrology studies for the two development projects in question; and performing
an alternatives analysis to assess two separate alignment scenarios presented by the City. DEA utilized previously prepared hydrology analysis and conducted an hydraulic
analysis to identify drainage improvements necessary for the two alternatives. Recommended improvements for each alternative were presented in a report format which included associated cost of implementation, hydraulic calculations, reference data, maps/exhibits for each alternative, and summary of recommendations and considerations for
the City’s use in making a determination of preferred
alternative. Relevance: This project was selected as relevant because it included a drainage master plan specific to the City of Fontana.

South Fontana Master Plan of Drainage -
Alternative Analysis for the Sierra Avenue
Detention Basin, Fontana, California
DEA was tasked with evaluating the possibility of
eliminating, relocating or reducing the size of the existing Sierra Avenue Detention Basin. With its location in a
desirable commercial corridor, the City was interested in re-purposing the basin for a more beneficial land-use. Based on hydrology analysis previously performed, DEA performed an analysis and evaluated the various alternatives. It
was quickly discovered that elimination of the basin was not viable, so DEA studied the alternatives of a partial reduced footprint, basin relocation, and also a diversion of flow alternative. Recommended improvements for each
alternative were presented in a report format which included associated cost of implementation, hydraulic calculations, reference data, maps/exhibits for each alternative, and summary of recommendations and considerations for the
City’s use in determining a preferred alternative. Relevance:

This project was selected as relevant because it included a drainage master plan and analysis of sub-area alternatives and is specific to the City of Fontana.
86 David Evans and Associates, Inc. | June 9, 2022 | 9
Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Master Storm Drain Plan Update, Rialto,
California
For this update to the City of Rialto’s Master Storm Drain Plan, DEA used publicly available topographic data and
projected land-use from the City’s General Plan before
conducting a hydrology analysis for the entire City limits, which included a study area of over 22 square-miles. The analysis included calculations for the 10-year, 25-year, and 100-year storm events. The results of the hydrology analysis were then used to conduct an hydraulic analysis of the City’s existing street and storm drain systems. A combined carrying capacity was determined in order to
identify where system deficiencies occurred or would occur in the future. This analysis included assessment of open channels, culverts, pipes and transition structures. Once deficiencies were identified, storm drain improvements
were recommended and assigned a project identification
and priority number. Each project ID included associated pipe size(s), material, length and estimated cost of
implementation. The approach, analysis, methodology,
conclusions, and recommendations were summarized into a report format that included a narrative description, overall master drainage plan/map(s), hydrology and hydraulic
calculations, reference material and cost summary.

Relevance: This project was selected as relevant because it included a drainage master plan.

Master Plan of Drainage Update, Ontario,
California
This project was an update to the City of Ontario’s Master Plan of Drainage (MPD). As a result of significant deviation from the City’s MPD driven by several local developments, DEA was tasked with evaluating, modifying and updating
the City’s MPD to reflect the proposed changes. The
deviation consisted of re-aligning two major master planned facilities (WLKR-XII-1 and MERL-XI-1), which consists of storm drain systems ranging from 48-inch RCP to a double 10’x12’ RCB. The study area included a total of roughly 4 square-miles spread over multiple drainage areas within the City. DEA provided the engineering services to facilitate the update with scope of services including updates to
the report narrative, exhibits, hydrology and hydraulic calculations, cost estimates, summary tables, hydrology maps and appendices. Relevance: This project was selected as relevant because it included a drainage master plan. (60")
SEE SHEET 1 OF AREA III
X"
X

HYDROLOGY MAP

AREA XV

CITY OF ONTARIO

MASTER PLAN OF DRAINAGE
41951 Remington Avenue, Suite 220 Temecula ,Ca 91764 Phone: 951.294.9300 Fax: 951.294.9301 87 David Evans and Associates, Inc. | June 9, 2022 | 10 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update

HOURLY RATES
Rates Effective through December 31, 2022 (rates subject to annual increase) WATER AND ENVIRONMENT ENGINEERING:

Principal In Charge $312.00
Senior Project Manager $290.00
Senior Task Manager $278.00
QA / QC Manager $250.00
Project Manager $235.00
Senior Engineer $220.00
Project Engineer $180.00
Staff Engineer $155.00
Designer / EIT / CADD $140.00
Senior GIS Analyst $150.00
GIS Analyst $110.00
Project Coordinator $130.00
Administrative $110.00
SURVEY (OFFICE):

Survey Manager $250.00
Senior Survey Project Manager $230.00
Survey Project Manager $205.00
Senior Project Surveyor $190.00
Project Surveyor $170.00
Survey Analyst / Senior Survey Technician $160.00
Survey Technician / Survey CADD $140.00
FIELD SURVEY:

Per union agreement, there is a 4, 6, and 8-hour minimum charge for survey work. DEA is a signatory to the International Union of Operating Engineers Local 12. Field surveyors are therefore paid prevailing wage rates for all work performed.) 1-Person Survey Crew $185.00
2-Person Survey Crew $325.00
88 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 1 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Rebecca Kinney, PE, CFM | Project Manager
Education
BS, Civil Engineering, 1995, California State Polytechnic University, Pomona Registration
Professional Civil Engineer, California, #58797, 1999
Certified Floodplain Manager, (19-11256), 2023
Years of Experience
26 BIOGRAPHY
Rebecca has extensive experience in all phases of
stormwater management projects including planning,
design, and construction. Her recent experience has
focused on development of Master Plans of drainage,
which focus on storm drainage facility sizing, stormwater NPDES compliance, stream stability, and floodplain
management. Her planning experience includes large
master planned communities, and municipal planning,
as well as supporting hydrologic and stormwater quality analysis as a basis for CEQA documentation. Rebecca
has prepared Water Quality Management Plans,
Stormwater Pollution Prevention Plans, and CEQA
water quality technical studies. She is experienced in
channel restoration design work including hydrologic and hydraulic modeling and PS&E work. She has also served
as a regulatory agent for the application of 404 Corps of Engineers, 401 California Regional Water Quality Control Board, and 1601/1603 California of Department of Fish
and Game permits. Key relevant projects include the
Orange County Flood Control Master Plan, Santa Ana
Storm Drain Master Plan, Watershed Action Plan for the
Santa Ana River Watershed, Rancho Mission Viejo Runoff
Management Plan, and the La Entrada Specific Plan
Flood Hazard Study.

EXPERIENCE:

Southern California Logistics Airport Drainage and Water Quality Master Plan, Victorville, California
Rebecca was the task manager for the drainage and
water quality master plans for the reuse of the former
George Air Force Base. The studies included different
hydrology and hydraulics methods based on the tributary watersheds. The areas that drained to the east to the
Mojave River used traditional modeling and used on site lot detention to minimize required backbone storm drain and to comply with Phase 2 MS4 permits. On the east
side drainages used rain on grid integrated hydrology
and hydraulics using XP SWMM to size regional flood
detention and downstream master plan facilities. Water
quality was handled by the individual parcels.

Kaiser-KFMC, Fontana, California
Rebecca was the engineer responsible for stormwater
engineering on the Kaiser Fontana campus expansion.

The effort included compliance with MS4 permits and
updating of the Zone A created by the I-10 channel
through a CLOMR and LOMR.

Riverside Groundwater Aquifer Storage and Recovery
System, San Bernardino County, California
Rebecca served as the project engineer for the
preliminary design and environmental clearance for
a rubber dam diversion on the Santa Ana River for
the purposes of groundwater recharge. The project
includes both in channel and offline recharge basins
for replenishment of the Rialto-Colton and RiversideArlington Groundwater Basins. A portion of the project includes a tie-in to the state water project line as a
method for recharging groundwater when native water is
not available. The project also involves the preparation of an EIR for the project.

Yorba Linda Master Plan of Drainage, Yorba Linda,
California
Rebecca served as project manager for the update of
Yorba Linda's Master Plan of drainage. The master
plan was customized to the City's needs, and analyzed
each of the watersheds differently based the results
of the previous master plan. This allowed the City to
spend money on more advanced modeling in a specific
area of the City with many CIP storm drain projects,
which resulted in a decrease in the amount storm drain
replacement.

Orange County Flood Control Master Plan, Orange, County, California
Rebecca served as project manager for the development
of a GIS-based ranking tool based on engineering
analyses to assist the County in the development and
prioritization of their Capital Improvement Projects (CIP).

The goal of the project was to create a living decision making and tracking tool for use by the County for CIP
planning, and public communication. The process
89 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 2 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
included rating and ranking approximately 150 potential CIPs. Python scripting was used to automate the
evaluation and prioritization processes. A GIS web- based application was developed to either view or edit the
prioritization process.

Master Plan of Storm Drainage for North and West Santa
Ana River Tributary Areas, Anaheim, California
Rebecca served as the project manager and prepared an
updated comprehensive storm drainage master plan for
the North and West Santa Ana River tributary areas. The new plan was based on previous studies for the areas,
updated to account for current hydrology methods, new
hydrology modeling in areas without existing studies,
improvements to the storm drain/ tributary channel
systems, and the latest land use planning.

Rancho Mission Viejo Runoff Master Plans & Drainage
Design, Orange County, California
Rebecca served as project manager for the preparation
of two Runoff Master Plans, the Ranch and Drainage
Facility Design for PA-2 and PA-3, including Cow Camp
Road. The runoff management plans are an integrated
planning document that employs specialists from
traditional and innovative hydrology and hydraulics,
advanced sediment transport, GIS, and storm water
quality. The plan includes complex hydrology models of
the San Juan Creek Watershed, including Gobernadora
Canyon, channel hydraulics and sediment transport,
water quality and regional flood control basin preliminary design and storm drain master planning.

Santa Ana Storm Drain Master Plan, Santa Ana, California Rebecca served as project manager for the update to
the City’s storm drain master plan. The City has an
established drainage system with some segments over
50 years old and other segments recently constructed.

The project analyzed the main line drainage system
and prepared a hydrology study along with maps for the
entire city boundary and for individual sub-areas for 2-, 10-, 25-, and 100-year storm events. The capacity of
the existing storm drainage was evaluated to determine
system capacity sufficiency using a hydrodynamic
hydraulic model. A comprehensive list of needed storm
drainage improvements using the coupled 1D/2D XPSWMM hydrodynamic model.

La Entrada Drainage and Hydrology Specific Plan Studies, Coachella, California
Rebecca was the engineer responsible for the stormwater engineering. The project site includes seven regional
conveyances and coalescing alluvial fans tributary to
the Eastside Dike along the Coachella Canal (Irrigation Canal). She completed regional hydrology studies
for the 50.6 square mile watershed, and 1- and
2-dimensional flood routing analyses to support the
technical studies and identified the recommended
improvements and project mitigation measures for the
project site development. The team identified a whole
fan flood hazard management program and developed
the alignment and conceptual design for seven regional
channels through the site.

San Diego Creek Master Drainage Plan, Orange County,
California
Rebecca served as project manager responsible for
stormwater engineering and project management to
update and extend the San Diego Creek Master Plan
hydrology from the confluence with Peters Canyon Wash
to the Upper Newport Bay; a total watershed area of 120 square miles. Michael Baker’s services included review
and update of the watershed maps, rational method
analysis, hydrograph parameter development, hydrograph
analysis, and preparation of the master plan report. Fee:
$296K
Tujunga Wash Watershed Groundwater Recharge Master
Plan, Los Angeles County, California
Rebecca served as project manager responsible for
master planning services for the preparation of the
Tujunga Wash Watershed Groundwater Recharge
Project. The San Fernando Groundwater Basin, which
is a significant resource for drinking water for the City of Los Angeles, was in a state of overdraft. In order to meet current and future water demands without utilizing imported water, the County and City were seeking to
maximize groundwater recharge in the Tujunga Wash
Watershed which overlays the groundwater basin.

The first phase of the project involved determination
of the feasibility of six existing recharge or storage
projects within the Tujunga Wash. The second phase
included the development of an overall master plan
and the refinement of three new projects, which will be implemented in the next three to five years. All projects investigated economic viability, feasibility of adding
telemetry to the sites, environmental constraints, and
construction readiness.

Storm Drainage Master Plan, Buena Park, California
Rebecca served as an engineer and provided engineering
services to prepare a citywide drainage master plan.

Services included field investigations, video surveys,
storm drain mapping, hydrodynamic modeling, regulatory
compliance analysis, BMP retrofit recommendations,
geodatabase update, and master plan report preparation. 90 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 3 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Gavin Powell, PE, LEED AP, | Quality Assurance / Quality Control Education
BS, Civil Engineering, 2000, Oregon State University
Registration
Professional Civil Engineer, California, #67187, 2004
Professional Civil Engineer, Oregon, #63117, 2021
Leadership in Environmental & Energy Design (LEED) New Construction Accredited Professional Years of Experience
22 BIOGRAPHY
Gavin has 22 years of extensive management and
hands-on civil engineering experience serving both the
public and private sectors. His experience spans all
phases of a project life-cycle including due diligence
studies, planning studies, preliminary analysis, and final engineering. Gavin has helped develop several master
plan documents for both drainage and sewer facilities.

He also manages and provides oversight for a variety
of services that include the development of street,
trail, sidewalk, parking lot, sewer, water, storm drain, and signing and striping improvement plans. He has
proven experience in preparing bid package documents
(PS&E) for public agencies, and is well versed in the
principles of roadway design, grading, drainage, water
quality (MS4) compliance, and ADA compliance. His
diverse project background gives Gavin a unique ability to balance the various considerations a project faces.

Gavin is responsible for leading computer aided drafting teams and is familiar with AutoCAD, Civil 3D, and a
variety of design programs including H20net, SewerCAD,
FlowMaster, PondPack, Bonadiman Civil Design
software, and a variety of other hydrology/hydraulic
design softwares. A long tenured employee, Gavin is well versed in DEA's QA/QC procedures and has an excellent
understanding of our team's technical capabilities.

This ensures that appropriate technical experts are
assigned review responsibilities. Combined with his own experience in preparing master plan documents, this
makes him an ideal candidate to lead QA/QC efforts for
the MSDP update.

EXPERIENCE
North Fontana Drainage Master Plan Study, Fontana,
California
After preparing the original City Master Plan of
Drainage several years ago, DEA has conducted several
supplemental focused drainage studies at the request
of the City of Fontana. Gavin was the project manager
for several of these supplemental studies, one of which was the North Fontana Drainage Master Plan Study.

DEA was tasked with evaluating the impacts resulting
from two separate development projects tributary to the Hawker-Crawford channel. The developments proposed
land-uses that were inconsistent with the City’s Master Plan of Drainage (MPD) and also were proposing the
realignment of the Hawker-Crawford channel. The
City determined that as part of the EIR process for
those projects, a technical drainage analysis would be
necessary to evaluate these proposed changes. DEA
was retained to provide that analysis, which included
extensive project research and review of prior drainage studies and as-built drawings; a verification of previously studied drainage areas; conducting a peer review of
the hydrology studies for the two development projects
in question; and performing an alternatives analysis to assess two separate alignment scenarios presented by the City. DEA utilized previously prepared hydrology analysis and conducted a hydraulic analysis to identify drainage improvements necessary for the two alternatives.

Recommended improvements for each alternative were
presented in a report format which included associated
cost of implementation, hydraulic calculations, reference data, maps/exhibits for each alternative, and summary of recommendations and considerations for the City’s use in determining of preferred alternative.

South Fontana Master Plan of Drainage - Alternative
Analysis for the Sierra Avenue Detention Basin, Fontana, California
Gavin was the project manager for the South Fontana
Master Plan of Drainage - Alternative Analysis for the
Sierra Avenue Detention Basin. DEA was tasked with
evaluating the possibility of eliminating, relocating or reducing the size of the existing Sierra Avenue Detention Basin. With its location in a desirable commercial
corridor, the City was interested in re-purposing the
basin for a more beneficial land-use. Based on hydrology analysis previously performed, DEA performed an
91 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 4 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
analysis and evaluated the various alternatives. It was quickly discovered that elimination of the basin was
not viable, so DEA studied the alternatives of a partial reduced footprint, basin relocation, and also a diversion of flow alternative. Recommended improvements for
each alternative were presented in a report format
which included associated cost of implementation,
hydraulic calculations, reference data, maps/exhibits
for each alternative, and summary of recommendations
and considerations for the City’s use in making a
determination of preferred alternative.

Master Plan of Drainage Update, Ontario, California
Gavin served as the project manager for this update to
the City of Ontario’s Master Plan of Drainage (MPD).

As a result of significant deviation from the City’s MPD driven by several local developments, DEA was tasked
with evaluating, modifying and updating the City’s MPD
to reflect the proposed changes. The deviation consisted of re-aligning two major master planned facilities (WLKRXII-1 and MERL-XI-1), which consists of storm drain systems ranging from 48-inch RCP to a double 10’x12’
RCB. The study area included a total of roughly 4 squaremiles spread over multiple drainage areas within the City. DEA provided the engineering services to facilitate the update with scope of services including updates to
the report narrative, exhibits, hydrology and hydraulic calculations, cost estimates, summary tables, hydrology maps and appendices.

Master Storm Drain Plan Update, Rialto, California
Gavin served as the project manager for DEA when
completing the Master Storm Drain Plan update for the
City of Rialto. Using publicly available topographic data and projected land-use from the City’s General Plan,
DEA conducted a hydrology analysis for the entire City
limits, which included a study area of over 22 squaremiles. The analysis included calculations for the 10- yr, 25-yr and 100-yr storm events. The results of the
hydrology analysis were then used to conduct a hydraulic analysis of the City’s existing street and storm drain
systems. A combined carrying capacity was determined
in order to identify where system deficiencies occurred or would occur in the future. This analysis included
assessment of open channels, culverts, pipes and
transition structures. Once deficiencies were identified, storm drain improvements were recommended and
assigned a project identification and priority number.

Each project ID included associated pipe size(s),
material, length and estimated cost of implementation.

The approach, analysis, methodology, conclusions,
and recommendations were summarized into a report
format that included a narrative description, overall
master drainage plan/map(s), hydrology and hydraulic
calculations, reference material and cost summary.

Old Town Front Street Drainage Rehabilitation, Temecula, California
Gavin was the project manager for this project to resolve an undesirable drainage condition along Old Town Front
Street in the City of Temecula. The project replaced
a concrete cross-gutter in Old Town Front Street with
multiple inlets and a below ground storm drain system.

DEA prepared comprehensive bid documents which
included plans, specifications, and cost estimates the
City used in bidding the project. While spanning less
than 300-feet, the below ground storm drain system
crossed numerous existing utilities including an 8-inch Eastern Municipal Water District (EMWD) sewer,
6-inch and 10-inch EMWD forcemains, a 20-inch
Rancho California Water District water line, a 30-inch
Metropolitan Water District (MWD) blow-off discharge
line, telecommunications, and gas lines. In addition, the system ran within an MWD easement, and between MWD
San Diego Pipeline 4 (97-inch) and 5 (99-inch). To avoid relocation of, or conflicts with, any existing utilities, a dual/parallel pipe system was specified allowing for
smaller diameter pipes to be used. Due to the proximity to the MWD San Diego Pipeline 4 and 5, fusion welded
High- Density Polyethylene (HDPE) pipe was specified
to achieve a watertight joint. The drainage system
incorporated a “bubbler” to allow for discharge without impacting nearby environmentally sensitive areas. A
pump system with float switch was utilized to discharge trapped water within the pipe system.
92 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 5 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
David A. Jaffe, PhD, PE, DWRE | Hydraulics and Hydrology Modeling Education
PhD, Civil and Environmental Engineering, 2002, University of California, Irvine MS, Civil and Environmental Engineering, 2002, University of California, Irvine MS, Physical Marine Science, 1998, University of Southern Mississippi BA, Earth and Planetary Sciences, 1994, Johns Hopkins University Registration
Professional Engineer, California, 68321, 2005
Professional Engineer, Arizona, 44318, 2006
Registered Disaster Service Worker, California, SAP62634, 2006 Diplomate, Water Resources Engineer, 563, 2010
Qualified SWPPP Developer (QSD), California, C68321, 2014 Professional Engineer, Idaho, 20741, 2021
Professional Engineer, Washington, 21016896, 2021
Certificate, Fish Passage and Stream Restoration Design, Washington, FPT20-30855, 2021 Years of Experience
21 BIOGRAPHY
David has worked for more than a decade at the
intersection of water resource development, water infrastructure design, and water policy. David has focused his technical expertise on the translation of engineering science into actionable environmental benefit. His scope has been varied both domestically and internationally.

David's long-term goals embrace the application of
water resource management and development to enable
positive social change.

EXPERIENCE:

La Colina Sediment Basins, City of Glendora, Los Angeles County, California
Dr. Jaffe is leading the constructability review of several features of the La Colina project associated with TTN
66608 & 66609. Our review has found that the original
design by others (10/28/13) oversized the basins. The
basin design was based on 100% yield of sediment
from the tributary watersheds to the basins following
LACDPW criteria as described in the 2006 Hydrology
and Sedimentation manuals. The subsequent sediment
transport modeling study by others, which also followed LACDPW criteria, illustrates the fate of sediments using a numerical model. Based on our review it appears that
the following occurred: 1) the original design of the
basins was intended to be a conservative planning level effort; 2) the later analysis of the sediment yield to the project was intended to revise the basin sizing based on a more detailed analysis than was present in the original study. Dr. Jaffe is leading the redesign of the basins
based on the original conditions of approval and the
latter modeling effort. Since the modeling effort indicates that not all the sediment yielded from the watershed
reaches the project site the basin design is reduced by approximately 75% of the preliminary design.

Planning Level Technical Study Cahuilla Band of Indians Roadway Culvert Improvements, Riverside County,
California
Dr. Jaffe is leading the technical study of the hydraulic deficiency and flooding associated with the Section
404 funded project. The project has been contracted
to the Cahuilla Band of Indians to perform a hydrology
and hydraulics planning level technical study within
the Cahuilla Tribal lands. Overall, the Tribal Council is seeking to evaluate the hydraulic conveyance of select
roadways and culvert locations from 18 roadways and
approximately 50 roadway culvert crossings and identify areas that would benefit from improvements to reduce
local flooding. In February 2019, approximately 21
roadways and culvert locations within the Cahuilla
Band of Indians reservation were subject to damage
from severe storms, flooding, landslides, and mudslides (DDR4423DR). The Tribe will be receiving funds
from FEMA to mitigate these damages for tribal roads
93 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 6 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
and culvert locations under Section 404 Hazard
Mitigation Grants. Select BIA roadways and culvert
location will receive emergency relief funding through
a separate FHWA grant. Details of the damaged areas
are summarized in FEMA Disaster #4423DR Damage
Descriptions and Dimensions, dated 9.30.19 ). The
Tribe subsequently is planning to complete the projects with a Construction Manager/General Contractor (CMGC)
delivery method. Prior to completion of drainage and
roadways improvements, the Tribe is requesting the
services of the project team to complete a hydrology
and hydraulics evaluation study for the Tribal roadways and culvert locations and BIA roadways and culvert
locations. Analysis was completed with rain-on-grid
two-dimensional numerical modeling of the tributary
watershed. Existing and draft proposed conditions are
studied at the planning level appropriate for Section 404 projects.

Avenue 50 Extension, Coachella, California
The project provided design services for a project to
connect existing Avenue 50 at Fillmore Road to the
proposed Avenue 50 Interchange on Interstate 10. Once
connected to the I-10 interchange, this stretch of Avenue 50 will provide essential access and regional circulation to the City of Coachella from the East. Additionally,
the Avenue 50 project will facilitate the necessary
infrastructure, including utilities corridors, for the La Entrada Specific Plan. The project includes the design
of approximately 7,200 linear feet of six-lane arterial roadway with NEV and bike lanes. Dr. Jaffe served as
the technical lead and lead modeler (hydrology, 2D
hydraulics, and bridge and hydraulic structures).

Interstate 10/Avenue 50 Interchange, Coachella,
California
The project prepared a study and report and provided
state and federal environmental documentation for the
I-10/Avenue 50 Interchange Project. The purpose of
the project is to relieve forecasted congestion on I-10 and S.R. 86, including the Dillon Road interchanges.

The interchange improvements will provide a new
gateway into the city and improve access to I-10 for
vehicles traveling in and out of the city. The project
team prepared the project report; new connection report; environmental documentation; geometric approval
drawings; design exceptions fact sheets; and plans,
specifications, and estimates (PS&E). Dr. Jaffe served as the technical lead and lead hydraulic modeler.

Belmont Creek Flood Management Plan, San Mateo
County, California
The project is developing a comprehensive Flood
Management Plan for the Belmont Creek watershed
from Twin Pines Park to Industrial Road. The Flood
Management Plan will screen, combine, and prioritize
alternatives for hydraulic modeling that include green
infrastructure and stormwater capture. The Flood
Management Plan will establish implementable and
community supported flood risk reduction measures.

The implementation plan incorporates preliminary
designs of alternatives, scheduling, cost estimates,
and high-level summary of regulatory requirements,
considering environmental constraints that might impact or potentially cause lengthy delays for environmental
permitting. The project will also identify a funding
strategy that describes the source and schedule for
implementing these alternatives. Dr. Jaffe served as the technical lead and lead modeler (2D hydraulics).

Alluvial Fan Hydraulic and Sediment Analysis, Inyo
County, California
Led watershed sediment yield, fan yield, and twodimensional hydraulic analysis of an alluvial fan in eastern, central California. The purpose of the study was to determine the extent of sediment delivery to the fan toe, both historically and during the design event. The project driver was the inundation of road and highway
bridge by sediment during sub-design level events at
the toe of the fan. Analyses included multiple steps
and combined methods to deal with a broad variety
of uncertainty, both in available data and in analytic
procedures. Two methods of watershed sediment yield
(MUSLE and ACOE[Tatum]) were combined to determine
a range of yield values for long-term and single event
discharges. The historical discharges were developed
for the fan apex using both gage and NOAA atlas data
sets, including corrections for snow melt and monsoonal events. Two-dimensional modeling was conducted of
the fan surface, and to resolve questions of fan feeder channel avulsion, a series of additional analyses were
conducted. These analyses included geomorphic
(Lancaster et al. 2012), statistical hydraulics (French et al. 1996), and empirical hydraulics (Leopold & Wolman
1957; Dowdy 1979). Sediment transport analyses of fan
channels were conducted using SAM and HEC-RAS.
94 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 7 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Rianne Okamoto, EIT | Hydrology and Hydraulics Modeling Education
BS, Civil Engineering, 2018, California State Polytechnic University Registration
Engineer-In-Training, CA #162501, 2017
Professional Civil Engineer, OR#100192PE, 2022
Years of Experience
6 BIOGRAPHY
Rianne Okamoto serves as an engineer-in-training who
has experience in surface water management. She has
extensive knowledge of local and regional hydrologic
methodologies and analysis. Her experience comes from
developing runoff management plans which include
hydrology, hydraulics, sediment transport and report
preparation. Her computer modeling skills include
the application of HEC-RAS (River Analysis System),
Advanced Engineering Software (AES) for hydrologic
analysis in Southern California, Bentley PondPack for
complex basin modeling and HEC-6T for sediment
transport models.

EXPERIENCE
Rancho Mission Viejo Runoff Management Plans, Orange
County, California
Rianne was responsible for hydrology, hydraulic modeling and, flood analysis for Planning Areas 3 & 4. The
program includes complex hydrology models of the
San Juan Creek Watershed and Gobernadora Canyon,
channel hydraulics, sediment transport, water quality
and regional flood control basin preliminary design
and storm drain master planning. The PA ROMPs are
comprehensive watershed planning documents that
fulfill both the Ranch Plan Environmental Impact Report (EIR) requirements and current Water Quality NPDES
requirements. The program includes integration of flood control, water quality, and stream stability for Chiquita Canyon, Gobernadora Canyon, and San Juan Creek.

Yorba Linda Master Plan of Drainage, Yorba Linda,
California
Rianne was responsible for QA/QC for the hydrology
map and calculations. The project intent was to provide drainage planning management for the City. The
hydrology ad hydraulics modeling was completed using
GIS and XPSWMM.

Dominguez Channel Watershed Study, Los Angeles
County, California
Rianne was responsible for data collection and
compilation of the GIS data. The purpose of the study
is to evaluate the hydraulic capacity of the existing
levees along the channel and to identify deficiencies in the Federal Emergency Management Agency (FEMA)
requirements. The watershed study included collection
of data using as-built drawings and field reconnaissance, updating drainage information using GIS, performing
hydrology and hydraulic analysis and developing a
technical report and presentation.

Hesperia A-04 Storm Drain Hydrology and Preliminary
Basin Design, San Bernardino, California
Rianne was responsible for hydrology and preliminary
basin design. Provided preliminary basin design after
determining the constraints for the downstream outlet,
storage capacity and non-jurisdictional status. The basin consisted of an approximately 80 ac-ft foot basin meant to provide local and regional retention for the City of Hesperia.

Osage Dam Breach and Inundation Mapping, Multiple
Counties, Missouri
Rianne was responsible for a 2D HEC-RAS dam
inundation analysis and inundation mapping. Provided
engineering services to update the dam breach analysis, prepare new inundation maps, and provide digital format inundation limits.

Lower Peters Canyon Basin Analysis, Orange County,
California
Rianne was responsible for hydrology, basin analysis,
documentation of the analysis. The intent of the study
was to determine current storage capacity and freeboard as it relates to Division of Safety of Dams criteria. The current basin varies from the original basin design due to growth of vegetation and sediment deposition. Various alternative methods were assessed to determine the
current capacity of the basin.
95 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 8 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Michael Becerra, EIT | Engineering Designer
Education
BS, Civil Engineering, Cal State Long Beach, 2014
Registration
Engineer-in-Training, 2/6/2014, California, 151952
Years of Experience
8 BIOGRAPHY
Michael Becerra is a staff engineer at DEA with
experience, specializing in the design and modeling of
complex storm water drainage systems, hydrology, and
water quality. He has experience in the production of
design drawings, which include storm drain, sewer, water and site grading. Michael has a working knowledge in
site design grading.

EXPERIENCE
North Fontana Drainage Master Plan Study, Fontana,
California
After preparing the original City’s Master Plan of
Drainage several years ago, DEA has conducted several
supplemental focused drainage studies at the request
of the City of Fontana. DEA was tasked with evaluating
the impacts resulting from two separate development
projects tributary to the Hawker-Crawford channel.

The developments proposed land-uses that were
inconsistent with the City’s Master Plan of Drainage
(MPD), and also were proposing the realignment of the
Hawker-Crawford channel. The City determined that as
part of the EIR process for those projects, a technical drainage analysis would be necessary to evaluate these
proposed changes. DEA was retained to provide that
analysis, which included extensive project research and review of prior drainage studies and as-built drawings; a verification of previously studied drainage areas;
conducting a peer review of the hydrology studies for the two development projects in question; and performing
an alternatives analysis to assess two separate alignment scenarios presented by the City. DEA utilized previously prepared hydrology analysis and conducted an hydraulic
analysis to identify drainage improvements necessary
for the two alternatives. Recommended improvements
for each alternative were presented in a report format
which included associated cost of implementation,
hydraulic calculations, reference data, maps/exhibits
for each alternative, and summary of recommendations
and considerations for the City’s use in making a
determination of preferred alternative. Michael performed hydrology and hydraulic calculations that supported the MPD revision. Additionally, Michael produced exhibits
that supported the design alternatives for the proposed channel.

South Fontana Master Plan of Drainage - Alternative
Analysis for the Sierra Avenue Detention Basin, Fontana, California
After preparing the original City’s Master Plan of
Drainage several years ago, DEA has conducted several
supplemental focused drainage studies at the request of the City of Fontana. DEA was tasked with evaluating the possibility of eliminating, relocating or reducing the size of the existing Sierra Avenue Detention Basin. With its location in a desirable commercial corridor, the City was interested in re-purposing the basin for a more beneficial land-use. Based on hydrology analysis previously
performed, DEA performed an analysis and evaluated
the various alternatives. It was quickly discovered that elimination of the basin was not viable, so DEA studied the alternatives of a partial reduced footprint, basin
relocation, and also a diversion of flow alternative.

Recommended improvements for each alternative were
presented in a report format which included associated
cost of implementation, hydraulic calculations, reference data, maps/exhibits for each alternative, and summary of recommendations and considerations for the City’s use in determining a preferred alternative.

Master Plan of Drainage Update, Rialto, California
For this update to the City of Rialto’s Master Storm
Drain Plan, DEA used publicly available topographic
data and projected land-use from the City’s General
Plan before conducting a hydrology analysis for the
entire City limits, which included a study area of over 22 square-miles. The analysis included calculations
for the 10-year, 25-year, and 100-year storm events.

The results of the hydrology analysis were then used
to conduct a hydraulic analysis of the City’s existing
street and storm drain systems. A combined carrying
capacity was determined in order to identify where
system deficiencies occurred or would occur in the
future. This analysis included assessment of open
96 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 9 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
channels, culverts, pipes and transition structures. Once deficiencies were identified, storm drain improvements
were recommended and assigned a project identification
and priority number. Each project ID included associated pipe size(s), material, length and estimated cost of
implementation. The approach, analysis, methodology,
conclusions, and recommendations were summarized
into a report format that included a narrative description, overall master drainage plan/map(s), hydrology and
hydraulic calculations, reference material and cost
summary. Michael performed the hydraulic calculations
that supported the MPD revision. Additionally, Michael
produced relevant exhibits that supported the storm drain facilities locations and sizing.

Master Plan of Drainage Update, Ontario, California
This project was an update to the City of Ontario’s
Master Plan of Drainage (MPD). As a result of significant deviation from the City’s MPD driven by several local
developments, DEA was tasked with evaluating,
modifying and updating the City’s MPD to reflect the
proposed changes. The deviation consisted of re-aligning two major master planned facilities (WLKR-XII-1 and
MERL-XI-1), which consists of storm drain systems
ranging from 48-inch RCP to a double 10’x12’ RCB.

The study area included a total of roughly 4 squaremiles spread over multiple drainage areas within the City. DEA provided the engineering services to facilitate the update with scope of services including updates to
the report narrative, exhibits, hydrology and hydraulic calculations, cost estimates, summary tables, hydrology maps and appendices. Michael provided the updates,
which included hydrologic, hydraulic and cost estimate
calculations. Michael also provided revisions to the MPD exhibits.

I-15 Logistics Center, Fontana, California
Michael served as staff engineer for the plan production and storm drain design on this logistics center project.

Caprock Partners has chosen DEA to provide civil
engineering, survey, mapping, and traffic services
for their 1,175,720 square foot “high-cube” logistic
warehouse located on approximately 76 acres. The
Logistic Site is part of an annexation of 149 acres
located in unincorporated San Bernardino County to the
City of Fontana, subsequent to the approval of the EIR.

This project is located at the base of the lower slopes of the San Gabriel Mountains, which will be receiving bulk offsite flows of 820 CFS during a 100 year storm that
will be captured and by-passed through the project site.

The project scope also includes the realignment of 4,400 linear feet of Lytle Creek Road, from the westerly project edge of the Logistic Site to a new intersection with Sierra Avenue, along with the design of an onsite sewer lift
station, which will tie into the gravity sewer system in Sierra Avenue. The current sewer main in Sierra Avenue
north of I-15 is dry, so DEA will be designing roughly
1000’ of sewer in Sierra Avenue to connect to an active sewer line south of the project site. This will be the
third industrial project that DEA works on for Caprock
Partners.
97 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 10 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Nick Zamarripa, PE | MPD Documentation and CIP
Education
BS, Civil Engineering, Loyola Marymount University,2012 MS, Civil Engineering: Emphasis in Water Resources, Loyola Marymount University, 2014 Registration
Professional Civil Engineer, 12/15/2016, California, 86476 Years of Experience
8 BIOGRAPHY
Nick has over eight years of experience working on
public improvement and private development projects
in Southern California. He has worked on small and
large storm drain master plans as well as designing
backbone systems for master planned communities. Nick
has extensive knowledge in hydrologic and hydraulic
modeling for agencies in the region including complex
1-dimensional and 2-dimensional modeling in HEC-RAS
and SWMM. He has a strong background in storm drain,
channel, and levee design including final preparation
of construction bid packages (PS&E). His project
experience has led him to work with regulatory agencies such as FEMA, the US Army Corps of Engineers, and
California Department of Fish and Wildlife, balancing
environmental impacts of designs with cost feasible
solutions.

EXPERIENCE
Master Plan of Storm Drainage for North and West Santa
Ana River Tributary Areas, Anaheim, California
Served as an engineer preparing an updated
comprehensive storm drainage master plan for the
North and West Santa Ana River tributary areas. The
new plan was based on previous for studies for areas,
updated to account for current hydrology methods, new
hydrology modeling in areas without existing studies,
improvements to the storm drain/tributary channel
systems, and the latest land use planning. Performed
watershed delineation, hydrology calculations, and
storm drain capacity analyses for areas without existing data. Additional tasks included updating the City’s GIS storm drain database with current data and preparing a
networked XPSWMM model for areas of special focus.

Los Peñasquitos Watershed Drainage Master Plan, San
Diego, California
Served as an engineer preparing an updated
comprehensive storm drain master plan for the Los
Peñasquitos Watershed. The new plan included the
creation of a hydrodynamic 1D/2D PC-SWMM model
for analysis of the existing and proposed drainage
improvments. The update used data from as-built
plans, HEC-RAS models, and data gathered in the field
to fill gaps in information. Hydrology, hydraulic, and
basin routing calculations were all completed within
the complex model and georeferenced for City use in
their GIS database. A full report, maps, and training of City staff on using the PC-SWMM program to maintain
the data completed the project. Nick participated in
all aspects of the project from data entry, to hydrology and hydraulic calculations, to being one of the on-site resources to City staff during their PC-SWMM training.

Avenue 50 Extension – La Entrada Development,
Coachella, California
Served as a project engineer providing design services
for a roadway extension project to connect the existing Avenue 50 at Fillmore Road to the proposed Avenue 50
Interchange on Interstate 10. Once connected to the
I-10 Interchange, this stretch of roadway will provide
essential access and regional circulation to the City of Coachella from the East. Additionally, the project will facilitate the necessary infrastructure, including utilities corridors, for the La Entrada Specific Plan. Responsible for designing the backbone storm drain system to serve
the interim and ultimate conditions of the western
portion of La Entrada site.

Santa Ana Storm Drain Master Plan, Santa Ana, California Served as an engineer for the update to the City's storm drain master plan. The City has an established drainage system with some segments over 50 years old and other
segments recently constructed. The project analyzed the main line drainage systems and prepared a hydrology
study along with maps for the entire city boundary and
for individual sub-areas for 2-, 10-, 25-, and 100-
year storm events. Nick worked to create and update
a coupled 1D/2D XP-SWMM hydrodynamic model and
provided QA/QC of the model inputs based on as-built
data.
98 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 11 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Melissa M. Foltz | GIS Analyst
Education
BS, Horticulture Science/Landscape Design, 2000, Montana State University Software Proficiencies
Microsoft Word, Works, Excel, PowerPoint, Outlook, Adobe Photoshop, Illustrator, InDesign, Acrobat, WordPress, AutoCAD, and ArcGIS
Years of Experience
22 BIOGRAPHY
Melissa is a graphic specialist/GIS analyst with 22 years of experience. Since joining DEA, she has had experience working with projects in energy, environmental, planning, and transportation. She has utilized multiple software
platforms (AutoCAD, ArcGIS, Adobe, etc.) to create,
edit, analyze, and display data to produce easy to read graphics for both informational and presentation needs.

This includes graphs, flow-charts, schedules, report
graphics, report layouts, meeting presentations, public involvement displays, and project websites.

EXPERIENCE
Lebanon Storm Drainage Master Plan and West Side
Sanitary Sewer Interceptor, Lebanon, Oregon
DEA recently updated the City of Lebanon (population
17,000) 1989 Storm Drainage Master Plan (required due
to continued community growth and development). This
project included planning-level review and analysis of
the city’s existing stormwater system capacity to identify potential capacity deficiencies and system enhancements that would improve capacity of the existing system.

DEA also analyzed the city’s future stormwater system
needs, based on projected growth and development, and
identified potential capacity deficiencies (given proposed, future development scenarios), and identified system
improvement alternatives that would improve capacity
under future development scenarios. In addition, this
project developed a stormwater CIP plan for the City,
with a prioritized list of projects that address stormwater system deficiencies (existing and future)—including a
timeline to complete projects, planning-level project
costs, and an analysis of funding mechanisms and utility rates for recommended stormwater projects. The project
is nearly complete, with final completion on schedule for July 2022. Throughout this project Melissa worked with
water resource engineers to provide report graphics to be included in the final deliverable.

Roadway Capital Improvement Plan (RCIP) Update,
Multnomah County, Oregon
On behalf of Multnomah County, DEA was responsible
for assisting in the update of the County’s five-year
Capital Improvement Plan in an effort to identify projects to include in the five-year horizon, a methodology for
transparently selecting projects in an equitable way,
and an easy-to-use scoring and evaluation process that
is flexible and adaptable to respond to County needs
over time. As part of the initial data collection process, DEA met with the County to define the roadways and
time periods to collect the mobile LiDAR data. Data
was collected using this method on most of the County
roads and supplemented by conventional methods.

With the critical data defined, DEA met again with the
County to help define the features and attributes to be extracted and then mapped in GIS. DEA extracted the
critical elements of the LiDAR data and processed it into a geocoded electronic format that was used in mapping
in a GIS platform. Due to the size of the project, it
was broken into three phases. This allowed decisions
at appropriate times to save on scoping and budget to
feed later phases. An example of this was that critical data collected during the project was determined during Phase 1 and then scoped for Phase 2. This process
allowed the County to have value-added input on what
data to collect, which ultimately helps the County's data and GIS department to build a dataset that can be used
for years to come. Melissa served as a GIS Analyst/
Graphic Specialist in Phase III of the RCIP Update for
Multnomah County, summarizing overall datasets and
producing an atlas to communicate Multnomah County’s
RCIP Update to the public.
99 David Evans and Associates, Inc. | June 9, 2022 | Appendix - 12 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
Sara T. Gilbert, GISP | GIS Manager
Education
MS, Earth Sciences (GIS), 1996, Montana State University BS, Geography, 1993, McGill University (Montreal)
Certification
Geographic Information Systems Professional (GISP), 2012 Years of Experience
25 BIOGRAPHY
Sara is a GIS project manager with 25 years of
professional experience supporting environmental, land
use, census, engineering, and transportation projects.

She utilizes ESRI ArcGIS software for geodatabase
design, modeling, spatial data analysis, CAD data
integration, LiDAR data manipulation, and mapping.

Her experience supporting a wide variety of projects,
including EISs and EAs, site suitability indices, wetland and critical habitat delineations, and risk assessments, enables her to provide efficient, effective data
management and project support. She is consistently
recognized internally and by clients for providing quality detailed maps, statistical analyses, and useful geospatial data.

EXPERIENCE:

Alderwood Tap 115kV Transmission Project, Oregon
To mitigate wildfire risks and increase system resiliency, DEA is designing a new 4.1 mile 115 kV transmission
line with distribution underbuild, switches, and
associated substation improvements for BlachyLane Electric Cooperative (BLEC) from its Alderwood Substation to the intersection of Lawrence Road and
Territorial Highway near Eugene, Oregon. BLEC is
seeking a FEMA Building Resilient Infrastructure and
Communities (BRIC) grant to support project funding.

The DEA Team is providing comprehensive grant
management, stakeholder engagement, Benefit-Cost
Analysis, survey, environmental, geotechnical, and
engineering services through design and construction
phases, including coordination with local, state, and
federal agencies regarding the BRIC application process and compliance.

West Side Sanitary Sewer Interceptor Analysis, Lebanon, Oregon
DEA is providing planning and engineering analysis
for the City of Lebanon (population 17,000) West
Side Sanitary Sewer Interceptor. DEA is reviewing the
existing sanitary sewer system capacity and identifying potential capacity, deficiencies and recommended
system alternatives that would improve capacity of
the existing system and will accommodate proposed
future development scenarios. Sara is the GIS task lead responsible for the incorporation of as-built record data and translation of sanitary sewer GIS data into an XPSWMM hydraulic model. She also is responsible for the generation of anticipated sanitary sewer flows (from land use data).

Willamette Water Supply Program Preliminary Design and
Permitting, Hillsboro, Oregon
TVWD, the City of Hillsboro, and other municipalities
are collaborating to develop the mid-Willamette River
at Wilsonville as the next water supply source for their communities. The Willamette Water Supply Program
includes an expansion of the existing water treatment
plant and the construction of approximately 30 miles of pipeline and treated water storage tanks. As part of the preliminary design phase of the program, DEA prepared
a strategy to permit the program. DEA is now working
with TVWD, the City of Hillsboro, and the program’s staff to implement the permitting strategy and obtain natural resource and land use permits to support construction.

Sara serves as the task lead responsible for GIS data
development and mapping in support of wetland
delineations, wetland permitting, and mitigation planning efforts.

Hills Creek-Lookout Point Transmission Line, , Oregon
BPA acquired a partial transmission line system from
Lane County Electric Coop, in the 1950s. This project
runs approximately 26 miles from Hills Creek Reservoir, just west of Oakridge, Oregon to the Lookout Point
Dam near Lowell, Oregon. In 2013, BPA requested the
services of DEA to provide field surveying, mapping, and legal descriptions for approximately 160 access road
acquisition documents, and public road approach and
crossing permit documents, all in support of the rebuild design for this line. DEA prepared acquisition documents for: US Forest Service (Willamette National Forest), US Army Corps of Engineers, Union Pacific Railway, various 100
David Evans and Associates, Inc. | June 9, 2022 | Appendix - 13 Proposal No. SQ-87-DE-19-33 for Design Services of
Master Plan of Storm Drain Update
private lands, and timberland companies. DEA also
produced Hybrid plan and profile maps and updated
them with the rebuild design and new acquisition
mapping, for the first 5 miles, and produced brand
new plan and profile maps for 19 miles, due to the
inaccuracies of the record information that BPA had
received from Lane County Electric when it acquired the existing line. Sara served as a GIS analyst on this project.

South Cooper Mountain Concept Plan, Beaverton, Oregon
DEA provided the natural resources and infrastructure
analysis and planning elements for the multi-discipline team charged with creating an integrated concept plan
for three areas that were added to the Portland Metro
Urban Growth Area. Sara worked with the team to
develop water, wastewater collection, and stormwater GIS data that could be integrated with the service providers existing datasets. The Concept Plan was the first step
to laying out the new growth that occurred following
Oregon’s land use requirements. DEA was responsible
for coordinating with the consulting team as well as with the service providers, including the City of Beaverton, Clean Water Services, Tualatin Valley Water District,
City of Hillsboro, and Washington County, on the topics of provision of drinking water, wastewater collection,
and stormwater quality and quantity management. The
plan also coordinated with initial siting of the 20- to 40-MG water storage facility for the TVWD Willamette
Supply System. In addition, the firm was responsible for planning the stormwater elements of the Concept Plan.

Oregon Passenger Rail EIS Project, for ODOT, Oregon
The federally designated Pacific Northwest High Speed
Intercity Passenger Rail Corridor (PNWRC) has been
the subject of high-speed passenger rail planning and
implementation strategies for more than 30 years. The
corridor serves the most densely populated regions of
British Columbia, Washington, and Oregon, linking
Vancouver, B.C.; Seattle; Portland and Eugene, Oregon,
with growing intermediate communities, including the
capital cities of Oregon and Washington. Under this
project, ODOT is in the process of preparing the Corridor Investment Plan (CIP) for the Oregon Segment from
Eugene to the Oregon/Washington border. As the GIS
project manager, Sara and her team developed natural
resource and socioeconomic datasets for this 466-mile
corridor to analyze the potential impacts of the various routes. Posters, maps, and an ArcGIS Online website
were created to support public meetings.

Upper Klamath Basin Water Management and Drought
Contingency Planning, Klamath Tribes, Oregon
As GIS project manager, Sara created a geodatabase to
house and integrate hydrologic, irrigation, vegetation, and terrain data received from multiple sources. Three
tools were developed using ArcGIS model-builder to
rank lands by potential for conversion to upland grazing, pasture renovation of bottomlands and uplands, riparian pasture establishment, and juniper management. The
deliverables for this project included acreage estimates, GIS thematic layers, and maps created in support of
the hydrological, water use and allocation, and land
management technical reports.
101
4141 E. Inland Empire Blvd. Suite 250 Ontario, CA 91764 Telephone: 909.481.5750 Fax: 909.481.5757 June 30, 2022
Ms. Gia Kim
Engineering Manager
City of Fontana
[email protected]
Re: Proposal to Provide Additional Services for Master Plan of Storm Drain Update (SQ-87-DE-19-33) for Recharge and Recycled Water Master Plan Components
Dear Ms. Kim:

David Evans and Associates, Inc (DEA) is pleased to submit our proposal for the additional services for the Fontana Storm Drain Master Plan Update. Based on our initial conversation on the master plan on June 23, 2022, and subsequent email on June 23,2022, we have prepared this additional scope and fee to add to our proposal that was submitted on June 9, 2022. The additional service includes evaluating areas in the City for inclusion of both groundwater recharge and recycled water master planning to the scope of work. To complete this work, we will add two people to our organizational chart whose specialty is Water, Sewer and Recycled Water. A summary of their qualifications is included below:

Name Position Years of
Experience
List of Representative Projects
Safa Kamangar, PE, ENV SP Senior Director 25  City of Corona – Recycled Water System New Customer Feasibility Study
 City of Corona – Hidden Valley Golf Course
Recycled Water Connection Study
 Coachella Valley Water District – Non-Potable
Water System Extension
Kathleen Hong, PE Project Engineer 8  Irvine Ranch Water District – Tustin Legacy Subarea Recycled Water Master Plan
 Coachella Valley Water District – Non-Potable
Water System Extension
 City of Signal Hills – Recycled Water Pipeline
and Pump Station
We are excited to work with the City to bring a robust living master plan and CIP to the City. The document will serve as an initial document for future projects that seek grant funding. We pride ourselves with consistently delivering solutions that are practical, applicable, fundable, and cost-effective.

As project manager, I am pleased to present this proposal and our team of experts that will continue to work closely with you to exceed your expectations.

Sincerely,
David Evans and Associates, Inc.

Rebecca Kinney, PE, CFM
Project Manager
102
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SCOPE OF WORK
Task 4.7 Recycled Water Concept Master Plan (Optional)
Approach
The Inland Empire Utilities Agency (IEUA) is a water wholesaler and delivers recycled water for non-potable uses, such as industrial uses and irrigation. The City of Fontana has the rights to receive a percentage of recycled water IEUA generates on an annual basis. The main transmission line to deliver recycled water to the communities within the City of Fontana was recently extended to include additional service areas.

Scope: DEA will prepare a tabletop recycled water customer study for the recycled water system. Work will include the review of the existing recycled water system and its components, identifying possible users for the recycled water system and establishing a list of the required infrastructure to provide recycled water to the new customers.

Scope of work will include the review of the City’s latest GIS to identify any parks, golf courses, schools, industrial users, and Caltrans irrigation areas that may be a potential recycled water customer. DEA will also identify the existing recycled water transmission/distribution system throughout the City and in proximity of the potential users. We will then estimate the recycled water needs based on the size and type of each facility and will identify infrastructure needed to deliver recycled water to these locations. Final pipe sizing verification, as well as available flow/pressure at these locations can be provided via hydraulic modeling (not a part of this study).

Work will be based on the review of City’s existing data from the GIS and facility maps provided by the City and does not include hydraulic analyses for pipe sizing or pumping station design.

Task 4.8 Groundwater Recharge Concept Master Plan (Optional) Approach
To augment the master plan, the groundwater recharge concept master plan will provide a high-level review of groundwater resources in the area and a desktop survey of the open public spaces that could support the dual use recharge basins. The project will include data gathering at IEUA, Department of Water Resources, and USGS.

Scope: DEA will prepare a tabletop groundwater recharge opportunities evaluation for capture of stormwater into dual use public systems. Work will include the using GIS to determine the locations of groundwater basins underlaying the City and discuss the water rights associated with each of the groundwater basins. The data for the groundwater basins will be summarized based on recharge a the local, state, and federal level.

Scope of work will include the review of the City’s latest GIS land use to identify any parks, golf courses, or schools, that may offer the dual use for recharge. An important component of the study will be understanding the existing soils at the sites as soil type is an important component for determining recharge feasibility. Note that this scope includes using existing soils data for the evaluation and does not include any Geotechnical investigations. DEA will also identify the existing storm drain based on other tasks in the overall master plan and will evaluate it for proximity to the potential recharge areas. Several graphics and GIS files will be provided to the City as part of the master plan. We will also provide a special chapter in the overall master plan to document the evaluation.

Work will be based on the review of existing data from the GIS and facility maps provided by the City and does not include geotechnical engineering, hydraulics, or groundwater modeling.

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FEES
City of Fontana
Master Plan of Storm Drain Update (SQ-87-DE-19-33)
Project Fee Schedule
Task &
SR
DIR
SR
PM QA/QC PE EIT Intern
SR
GIS GIS ADMN Total Reim.

Description $330 $290 $250 $180 $140 $100 $150 $110 $110 $ $

REQUIRED TASKS

4.1 Data Collection and Review 0 20 4 96 96 8 8 24 13 $43,590

4.2 Master Plan Report - AOS 1 0 44 37 161 256 40 2 16 20 $95,090

4.3 Master Plan Report - AOS 2 0 38 27 121 148 32 2 4 20 $66,410

4.4 Master Plan Exhibit - AOS 3 0 21 9 61 48 0 2 2 19 $28,650 ODC $2,000

OPTIONAL TASKS

4.5 Master Plan Report - AOS 3 0 18 29 76 172 64 2 4 8 $58,250

4.6 Storm Drain System GIS Update 0 0 0 6 24 240 48 240 0 $62,040

4.7 Recycled Water Concept Master Plan 8 0 0 20 0 0 0 0 0 $6,240

4.8 Groundwater Recharge Concept Master
Plan 0 8 0 34 0 8 16 0 2 $11,860
ODC $1,000
8 149 106 575 744 392 80 290 82
Total Fee (Tasks + ODCs) $372,130 $3,000
$375,130
Legend:

SR DIR= Senior Director W/WW, SR PM=Senior
Project Manager, PE=Project Engineer, EIT=
Unregistered Civil Engineer, QA/QC=Quality
Manager, SR GIS =Senior Geographic
Information System Analyst, GIS= Geographic
Information System Analyst, PC=Project
Coordinator, ADMN=Administrative
Please Note: All fees and scope are
negotiable.

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HOURLY RATES
Rates Effective through December 31, 2022 (rates subject to annual increase) WATER & ENVIRONMENT ENGINEERING:

Principal In Charge $312.00/Hour
Senior W/WW Director $330.00/Hour
Senior Project Manager $290.00/Hour
Senior Task Manager $278.00/Hour
QA / QC Manger $250.00/Hour
Project Manager $235.00/Hour
Senior Engineer $220.00/Hour
Project Engineer $180.00/Hour
Staff Engineer $155.00/Hour
Designer / EIT/CADD $140.00/Hour
Sr. GIS Analyst $150.00/Hour
GIS Analyst $110.00/Hour
Project Coordinator $130.00/Hour
Administrative $110.00/Hour
SURVEY (OFFICE):

Survey Manager $250.00/Hour
Senior Survey Project Manager $230.00/Hour
Survey Project Manager $205.00/Hour
Senior Project Surveyor $190.00/Hour
Project Surveyor $170.00/Hour
Survey Analyst / Sr. Survey Technician $160.00/Hour
Survey Technician / Survey CADD $140.00/Hour
Project Coordinator $125.00/Hour
Admin / Clerical $110.00/Hour
FIELD SURVEY:
(Per union agreement, there is a 4, 6, and 8-hour minimum charge for survey work. DEA is a signatory to the International Union of Operating Engineers Local 12. Field surveyors are therefore paid prevailing wage rates for all work performed.)
1-Person Survey Crew $185.00/Hour
2-Person Survey Crew $325.00/Hour
105
City of Fontana
Action Report
City Council Meeting
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-1667 Agenda Date: 9/13/2022
Agenda #: D. Category: Consent Calendar
FROM:

Planning Department
SUBJECT:

Adoption of Ordinance No. 1897 (Second Reading)
RECOMMENDATION:

Second Reading/Adopt Ordinance No. 1897, Approving Zone Change No. 21-002, To Amend The Zoning District Map Designation From General Commercial (C-2) To Light Industrial (M-1) For Approximately 4.49 Acres Located At The Northeast Corner Of Sierra Avenue And Summit Avenue (APN 1118-041-06).

COUNCIL GOALS:
· Promote economic development by establishing a quick, consistent development process.
· Promote economic development by being business friendly at all levels and striving to constantly improve the city's competitiveness.

DISCUSSION:

The City Clerk’s Department received a total of two (2) written correspondence in opposition of this item prior to the 5:00 p.m. deadline the day of the meeting on July 26, 2022. The written correspondence has been attached to this staff report.

Ordinance No. 1897 was introduced by a vote of 4-1 (Sandoval) at the July 26, 2022, Regular City Council Meeting.

FISCAL IMPACT:

None.

MOTION:

Approve staff recommendation.

City of Fontana Page 1 of 1 Printed on 9/7/2022
powered by Legistar™106
ORDINANCE NO. 1897

AN ORDINANCE OF THE CITY COUNCIL OF CITY OF FONTANA, APPROVING ZONE CHANGE NO. 21-002, TO AMEND THE ZONING DISTRICT MAP DESIGNATION FROM GENERAL COMMERCIAL (C-2) TO LIGHT INDUSTRIAL (M-1) FOR APPROXIMATELY 4.49 ACRES LOCATED AT THE NORTHEAST CORNER OF SIERRA AVENUE AND SUMMIT AVENUE (APN 1118-041-06)

THE CITY COUNCIL OF THE CITY OF FONTANA, CALIFORNIA, DOES HEREBY FIND AS FOLLOWS:

WHEREAS, the applicant submitted a request for Zoning District Map Amendment (Zone Change No. 21-002) to amend the zoning map designation for parcel APN 1118-041-06 from the General Commercial (C-2) Zoning District to the Light Industrial (M-1) Zoning District; and
WHEREAS, on July 5, 2022, the Planning Commission received public testimony and evidence presented by the applicant, City staff, and other interested parties at a public hearing held on Zoning District Map Amendment (Zone Change) No. 21-002 and related entitlements, and after carefully considering all information pertaining to the proposed project, including the staff report, findings, and all information, evidence, and testimony presented, the Planning Commission recommended approval to the City Council of Zoning District Map Amendment (Zone Change) No. 21-002; and
WHEREAS, after the publication of notice as required by law, the City Council of the City of Fontana, California conducted a public hearing on Zoning District Map Amendment (Zone Change) No. 21-002; and
WHEREAS, on July 26, 2022, the City Council held a duly noticed public hearing on Zoning District Map (Zone Change) Amendment No. 21-002 along with the entitlement referenced herein, received testimony and the supporting documents in evidence, and the City Council found that the Zoning District Map Amendment is in conformance with the goals and policies of the General Plan to provide a community that is balanced between residential, commercial, and industrial that is developed to high standards and provides diverse economic and social opportunities for our citizens and those who wish to invest here; and
WHEREAS, Zone Change Amendment No. 21-002 is consistent with the goals and policies of the City of Fontana, General Plan Goal 7 of Chapter 15, “support highquality development in design standards and land use decisions”; and

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF FONTANA, CALIFORNIA DOES HEREBY ORDAIN AS FOLLOWS:
107
Ordinance No. 1897

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Section 1. Based on the entire record before the City Council and all written and oral evidence presented to the City Council, the City Council finds this Ordinance promotes the public health, safety and welfare of the community.

Section 2. The City of Fontana City Council hereby makes the following findings for Zoning District Map Amendment (Zone Change) No. 21-002 in accordance with Section 30-40 “Purpose” of the Fontana Zoning and Development Code:

Finding: The Zoning and Development Code may be amended by changing the development standards (text) or zoning
designation map boundaries of any zone whenever such an amendment is deemed necessary to protect or promote the public's health, safety, or general welfare or when
modification is viewed as appropriate in the context of generally accepted planning principles, surrounding land uses, and the General Plan.

Findings of Fact: The applicant is proposing to amend the project site from the General Commercial (C-2) Zoning District Map designation to the Light Industrial (M-1) designation. The C-2 Zoning District does not permit industrial development; the M-1 designation would allow the applicant to develop the project site with industrial development consistent with development to the north, east, and south.

Section 3. The City Council hereby adopts the Mitigated Negative Declaration on the proposed project. The City Council finds that the Mitigated Negative Declaration contains a complete and accurate reporting of all the environmental impacts associated with the Project. The City Council further finds that the Mitigated Negative Declaration has been completed in compliance with CEQA, 2019 Local Guidelines for Implementing the California Environmental Quality Act, and the State CEQA Guidelines; and
Section 4. The City Council approves Zoning District Map Amendment (Zone Change) No. 21-002 to amend the zoning designation for APN 1118-041-06 from General Commercial (C-2) to Light Industrial (M-1) as shown on Exhibit “A”, and attached hereto and by this reference incorporated; and Section 5. This Ordinance shall take effect thirty (30) days after the date of the adoption and prior to the expiration of fifteen (15) days from the passage thereof, shall be published by the City Clerk at least once in the Herald News or other local newspaper of the general circulation, published and circulated in the City of Fontana, and henceforth and thereafter the same shall be in full force and effect. 108
Ordinance No. 1897

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