Redding City Council
August 18, 2026

Agenda
Regular Meeting
Redding City Council
Council Chambers (Doors open 30 minutes prior)
777 Cypress Avenue,
Redding, CA
August 18, 2026
6:00 PM

CITY OF REDDING PUBLIC PARTICIPATION
Members of the public are invited to participate in City Council meetings either in person or remotely using the City’s online public comment platform located on the City’s website and instructions are included on the agenda. Meeting agendas and staff reports are available at www.cityofredding.gov and in the Public View binder located on the podium on the north side of the Chambers.

Pursuant to Senate Bill 707, effective July 1, 2026, public participation instructions have been updated as noted below.

Public comments may be provided on Non-Agendized Public Comment, Consent Calendar, and Regular Agenda items. Speakers may register in advance through the City’s Public Comment Registration Portal or submit a request to speak in person at the meeting. Each speaker is allotted up to a maximum of three minutes.

In-Person Participation
Members of the public attending the meeting in person are given priority during public comment. • Sign in at the digital kiosk located in the lobby of Council Chambers. • Select the item or comment period you wish to speak on. • Please be ready to speak when your name is called.

Remote Participation
Members of the public wishing to speak remotely may register through the City’s Public Comment Registration Portal here (https://publicinput.com/s52444), or listen only by calling into the meeting at (530) 319-5640 meeting code: 5756.
• Registered speakers will receive instructions to join the meeting by phone. • Remote speakers are called after in-person speakers, in the order they registered. • Speakers should register for the specific agenda item or comment period they wish to address.
• Instructions for joining the remote participation system are available on the City’s website.

To help ensure a smooth and orderly meeting experience, remote participants are asked to follow these guidelines:
• Call in on time and remain connected until your item is reached. • Use the same phone number you registered with, so you appear in the speaker queue. • Keep background noise to a minimum while listening to the meeting. • When your line is unmuted, begin speaking promptly.
• State your name clearly for the record.
• Avoid speaking over other participants; wait until you are called on. • If disconnected, reconnect as quickly as possible using the same number and Meeting Code.

Redding City Council August 18, 2026

The City Clerk’s Office will facilitate public comments to ensure equal opportunity for participation while maintaining the orderly conduct of the meeting.

If Remote Access Service Disruption Impedes Remote Participation If remote access service is disrupted during a public open meeting which hinders remote participation then the City Clerk shall make good faith efforts to restore the remote access services which may include: (1) troubleshooting platform or teleconferencing software: (2) resetting or replacing audio and/or audiovisual equipment: (3) attempting alternative connection methods; (4) contacting necessary staff support or service providers; and/or (5) switching to back-up equipment or platforms, if available. The City Clerk shall make a record and enter into the meeting minutes the disruption and restoration efforts undertaken.

If following recess of the meeting, the remote access service has not been restored within one (1) hour, then the City Council may reconvene the meeting provided that it adopts, by rollcall vote, a finding that it made good faith efforts to restore the Remote Access Services and that the public interest in continuing the meeting outweighs the public interest in remote participation.

Public Comment Timing
• The City Council will allocate up to three minutes per speaker for each agenda item. • The Mayor determines the speaking order for non-agendized public comment. • For non-agendized matters, up to 30 minutes total is provided at the beginning of the meeting.
• If all speakers cannot be heard within the 30-minute period whether submitted in person through the kiosk or remotely through the registration portal the remaining speakers will be called at the end of the open session agenda.

Need Assistance?
For questions or technical assistance, please contact us at [email protected].

1. CALL TO ORDER - MAYOR MIKE LITTAU
A. Pledge of Allegiance
B. Invocation - Amarjit Singh, Sikh Center
C. Roll Call

2. PRESENTATIONS
2A. Presentation by Caltrans District 2 Project Manager Javed Iqbal regarding the Downtown Redding CAPM project that includes improvements to State Route 273 and State Route 44 in downtown Redding.

3. PUBLIC COMMENT - for non-agendized matters within the City’s jurisdiction. Pursuant to the Brown Act, City Council cannot take action on public comment items.

Redding City Council August 18, 2026

4. CONSENT CALENDAR
The Consent Calendar contains items considered routine and/or which have been individually scrutinized by City Council Members and are anticipated to require no further deliberation. If a member of the public wishes to address an item on the Consent Calendar, please enter your name in the electronic kiosk located in the lobby before the Consent Calendar is considered. It shall be the prerogative of any Council Member, before the Consent Calendar is acted upon, to: (1) comment on an item; (2) respond to any public comment on an item; (3) request the record reflect an abstention or nay vote on an item; or (4) remove an item and place it on the Regular portion of the agenda for delivery of a staff report and/or an extended discussion or deliberation. 4(a). Approve City Council Minutes: Special Meeting – Closed Session of August 4, 2026; and Regular Meeting of August 4, 2026.
4(b). Accept City of Redding Accounts Payable Register No. 12; and Payroll Register Nos. 25 and 26.

4.5(a). Approve the following actions related to Bid Schedule No. 5694 for the procurement of underground vault structures, lids, pads, and cover assemblies:
(1) Authorize Redding Electric Utility to procure underground vault structures, lids, pads, and cover assemblies from Oldcastle Infrastructure as the primary vendor, Jensen Precast as a backup vendor, and Madruga Ironworks as a specialty vendor, on a per-quote basis without soliciting multiple quotes;
(2) Authorize total expenditures for these purchases not to exceed $1,200,000 per fiscal year for a period not-to-exceed two fiscal years, beginning in Fiscal Year 2026-27 and ending at the close of Fiscal Year 2027-28; and
(3) Authorize the City Manager, or designee, to approve additional expenditures of up to $150,000 per fiscal year to address unforeseen cost increases associated with material, labor, or operational requirements.

4.5(b). Authorize and approve the following relative to Bid Schedule No. 5704 for furnishing electric utility trench and excavation work:
(1) Award to Chavez General Engineering Construction Inc., at the bid unit prices, for a total amount of $1,040,610.00;
(2) Authorize the City Manager, or designee, to approve contingency funding in the amount of $210,000, representing 20 percent of the evaluated contract amount;
(3) Authorize the City Manager, or designee, to extend the contract for up to two additional one-year periods, if mutually agreeable, with all prices, terms, and conditions remaining the same; and
(4) Find that the activity is categorically exempt from environmental review under the California Environmental Quality Act; pursuant to Section 15301 – Existing Facilities, Section 15302 – Replacement or Reconstruction, and Section 15303 – New Construction or Conversion of Small Structures.

Redding City Council August 18, 2026

4.8(a). Approve and authorize the following for the City of Redding Fire Department:
(1) Approve an increase to the previously approved purchase of SelfContained Breathing Apparatus (SCBA) equipment to include Rapid Intervention Team (RIT) packs in the amount of $54,787.61; (2) Adopt Resolution approving and adopting the 50th Amendment to City Budget Resolution No. 2025-049 appropriating $0;
(3) Authorize the use of Buckeye Fire Protection District funds for the additional equipment;
(4) Approve an amendment to the previously authorized standardization and sole-source of SCBA products and associated equipment to 3M Scott to include RIT packs; and
(5) Authorize the Purchasing Officer, or designee, to amend Purchase Order PUR003689, increasing the amount by $54,787.61, for a total not-toexceed amount of $1,021,065.84.

4.11(a). Authorize and approve the following actions relative to the City of Redding Tarmac Road Storm Drain Emergency Replacement Project (Project):
(1) Accept update regarding the Project; and
(2) Pursuant to Public Contract Code Section 22050(c)(1), make a determination by a four-fifths vote that there is a need to continue the emergency work.

4.11(b). Authorize and approve the following actions relative to the Butte Street Boogie Network Project:
(1) Adopt the Mitigated Negative Declaration, and the Mitigation Monitoring and Environmental Commitment Program; and
(2) Approve the Butte Street Boogie Network Project as described, thereby satisfying the requirements of the California Environmental Quality Act Guidelines §15074.

4.11(c). Authorize the following actions relative to Request for Proposal (RFP) No. 5680, for water storage tank repair and maintenance services:
(1) Award to Superior Tank Solutions, Inc.;
(2) Authorize the Mayor to execute a Consultant and Professional Services Contract with Superior Tank Solutions, Inc. for water storage tank repair and maintenance services for an approximately ten-year period and for a not to exceed fee of $12,201,000;
(3) Authorize the City Manager, or designee, to approve contract amendments not-to-exceed $200,000;
(4) Adopt Resolution approving and adopting the 49th Amendment to City Budget Resolution No. 2025-049 appropriating $915,080 for Fiscal Year 2026-27; and
(5) Find that the water storage tank repair and maintenance program is categorically exempt from review under the California Environmental Quality Act, pursuant to Section 15301 - Existing Facilities Redding City Council August 18, 2026

4.11(d). Authorize and approve the following actions relative to Bid Schedule No. 5713 (Project No. STADM23030), Replace Asphalt Concrete Surfacing 2026:
(1) Award to Tullis, Inc. in the amount of $1,882,564.00; (2) Approve $359,350 to cover the cost of administration and inspection fees;
(3) Approve $254,130 for project development costs;
(4) Approve $225,000 to provide construction contingency funding; (5) Authorize the City Manager, or designee, to approve additional increases in either the construction management or construction contingency amounts up to a total of $50,000;
(6) Approve the project design plans, specifications, and special provisions; and
(7) Find that the project is categorically exempt from review under the California Environmental Quality Act Guidelines, pursuant to Section 15301(c) – Existing Facilities.

4.11(e). Authorize and approve the following actions relative to the ongoing Transportation Grant Projects:
(1) Increase the Turtle Bay to Downtown Gap Completion Project (“TBTDT” Project) budget by $232,560 using Fiscal Year (FY) 2025-26 Streets Capital appropriations; and
(2) Increase the Victor and Cypress Avenues Active Transportation Project (“VCAT” Project) budget by $78,450 using FY 2026-27 Streets Capital appropriations.

4.11(f). Authorize and approve the following actions relative to Bid Schedule No. 5690, Caldwell Park Expansion Project:
(1) Award the project to the lowest bidder, S.T. Rhoades Construction, Inc., in the amount of $4,372,117.50;
(2) Approve an additional $269,675 to cover the cost of administration and inspection fees;
(3) Approve $619,000 for project development costs;
(4) Approve $437,000 to provide construction contingency funding; and (5) Authorize the City Manager, or designee, to approve additional increases in either the construction management or construction contingency amounts up to a total of $80,000.

RECOMMENDATION: ACCEPT, ACKNOWLEDGE, ADOPT, APPROVE,
AND/OR AUTHORIZE ALL ITEMS ON THE CONSENT CALENDAR.

Redding City Council August 18, 2026

6. PUBLIC HEARINGS
A court challenge to action taken by the City Council on any project or decision may be limited to only those issues raised during the public hearing or in written correspondence delivered to the City Council during, or prior to, the public hearing.

Finance

6.1. Public Hearing to consider the adoption of a Resolution to adjust the City's Schedule of Fees and Service Charges.

Recommendation:

Conduct a Public Hearing, continued from the July 21, 2026, regular City Council meeting and, upon conclusion, adopt Resolution adjusting the City of Redding’s Schedule of Fees and Service Charges.

9. REGULAR CALENDAR: REPORTS & COMMUNICATIONS OF DEPARTMENTS,

BOARDS, COMMISSIONS AND COMMITTEES
Electric Utility

9.5(c). Consider Approval of Redding Electric Utility's 2026 Wildfire Mitigation Plan Recommendation:

Authorize and approve the following actions regarding Redding Electric Utility’s (REU) 2026 Wildfire Mitigation Plan:
(1) Approve REU’s updated and revised 2026 Wildfire Mitigation Plan pursuant to California Senate Bill 901;
(2) Accept the 2026 Independent Evaluator’s Report prepared by qualified independent evaluator Dudek pursuant to California Public Utilities Code Section 8387(c); and
(3) Find that this activity is exempt from review under the California Environmental Quality Act, pursuant to Section 15061(b)(3) – Common Sense Exemption.

Public Works

9.11(g). Consider updated project cost for the City of Redding Organics Diversion to Energy Operations project.

Recommendation:

Authorize and approve the following:
(1) Approve updated project estimate of $20,481,000 for the design, construction, and construction management of the Redding Organics Diversion to Energy Operation (RODEO) project; and
(2) Adopt Resolution approving and adopting the 53rd Amendment to City Budget Resolution no. 2025-053 appropriating $7,881,000 for the project.

Redding City Council August 18, 2026

Public Works

9.11(h). Consider report providing an update for the City of Redding (City) Pump Station 1 Replacement Project.

Recommendation:

Accept an update regarding the City’s Water Utility Pump Station 1 Replacement Project located along the Sacramento River.

Attorney

9.14(a). First Amendment to Contract with Burke, Williams & Sorensen, LLP to provide legal services as Interim City Attorney.

Recommendation:

Authorize and approve the following actions:
(1) Adopt Resolution approving and adopting the 51st Amendment to City Budget Resolution No. 2025-049 appropriating $425,010; and (2) Approve the First Amendment to the contract (C-11231) with Burke, Williams & Sorensen, LLP, in a not-to-exceed amount of $1,220,000, for the provision of legal services as Interim City Attorney for the City of Redding, effective upon signing.

11. COUNCIL TRAVEL REPORT(S)
City Council Member attendance at conference/meetings reimbursed at City expense. {Requirement of Assembly Bill 1234}
[A-050-060]
Information Only

12. SUGGESTIONS FROM COUNCIL MEMBERS RELATIVE TO POTENTIAL TOPICS

FOR FUTURE CITY COUNCIL MEETINGS

13. ADJOURNMENT
Redding City Council August 18, 2026

Pursuant to the Brown Act, non-confidential materials related to an item on this agenda submitted to the City Council after distribution of the agenda packet are available for inspection during normal business hours at the Office of the City Clerk, 3rd Floor, City Hall, 777 Cypress Avenue, Redding, California.

City Council Meetings will be televised live on Shasta Community Access Channels via Charter/Spectrum Cable channel 181, and will be rerun on Thursday at 12:30 p.m. during the week in which the meeting is held. Additionally, the meeting can be viewed online at the following: https://www.shastaartscouncil.org/scactv; and the City’s YouTube Channel https://www.youtube.com/cityofredding. Video of the City Council meetings can also be viewed on the City’s web site at https://www.cityofredding.gov/. Open the Services tab, and select City Council Videos.

In compliance with Title II of the Americans with Disabilities Act, the City of Redding will make available to persons with disabilities modifications or accommodations including auxiliary aids or services necessary to participate in public meetings. A person needing assistance should contact the Redding City Clerk by telephone at (530) 225-4447 or in person, or by mail at 777 Cypress Avenue, 3rd Floor, Redding, California 96001 at least three (3) working days in advance.

The City of Redding will ensure that no person shall be excluded from participation in, denied the benefits of, or otherwise be subjected to discrimination under any of its projects, activities, services, or business opportunities on the basis of race, color, national origin, age, sex, or disability, as afforded by Title VI of the Civil Rights Act of 1964 and related statutes as amended. All persons, regardless of their citizenship status, are covered under this regulation.

Questions, complaints, or requests for accommodations or additional information may be forwarded to the ADA & Title VI Coordinator at 777 Cypress Avenue, Attn: Personnel Dept., Redding, California 96001, Phone (530) 225-4065.

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Presentation by Caltrans District 2 Project Manager Javed Iqbal regarding the Downtown Redding CAPM project that includes improvements to State Route 273 and State Route 44 in downtown Redding.

MEETING DATE: August 18, 2026
ITEM NO. 2A
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 2A--Presentation by CalTrans regarding Downtown Redding CAPM Project.

Sharlene Tipton, City Clerk
Packet Pg. 9

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve City Council Minutes: Special Meeting – Closed Session of August 4, 2026; and Regular Meeting of August 4, 2026.

Attachments
Unofficial Minutes - Special Meeting - Closed Session of August 4, 2026 Unofficial Minutes - Regular Meeting of August 4, 2026
MEETING DATE: August 18, 2026
ITEM NO. 4(a)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 4(a)--Approve City Council Minutes
Sharlene Tipton, City Clerk
Packet Pg. 10
247
08/04/2026
Unofficial Minutes Redding City Council, Special Meeting Civic Center Council Chambers
777 Cypress Avenue
Redding, CA 96001
August 4, 2026, 5:15 PM
The meeting was called to order at 5:16 p.m. by Mayor Mike Littau with the following Council Members present: Tenessa Audette, Dr. Paul Dhanuka, and Erin Resner. Council Member Jack Munns arrived at 5:18 p.m.

Also present: Interim City Attorney Mary Anne Wagner, Interim City Manager/Public Works Director Michael Webb, City Clerk Sharlene Tipton, and Executive Assistant II Erin Barnhart.

PUBLIC COMMENT
Mayor Littau announced that no one present or via two-way audio wished to speak regarding the following Closed Session items.

CLOSED SESSION
At the hour of 5:17 p.m., Mayor Littau announced that the Council would adjourn to Closed Session.

At the hour of 6:24 p.m., Mayor Littau reconvened the Closed Session to Open Session and stated that the Closed Session meeting is recessed to the end of the regular City Council Meeting held on the same date, August 4, 2026, at 6:00 p.m. in the City of Redding Council Chambers located at 777 Cypress Avenue, Redding, CA 96001.

At the hour of 6:58 p.m., Mayor Littau announced that the Council would adjourn to Closed Session.

At the hour of 7:46 p.m., Mayor Littau reconvened the Closed Session to Open Session and reported that in reference to:
3A. Closed Session pursuant to California Government Code Section 54956.8:

CONFERENCE WITH REAL PROPERTY NEGOTIATOR
Property Location: Stillwater Business Park, Lot 13;
Assessor’s Parcel No. 054-260-005
Agency Negotiator: Interim City Manager Michael Webb
Negotiating Parties: City of Redding and 42 Real Estate, LLC Under Negotiation: Price and Terms
Pursuant to Government Code Section 54957.1(a), the City Council took no reportable action on this item.
3B. Closed Session pursuant to California Government Code Section 54957:

PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Title: Interim City Manager
Pursuant to Government Code Section 54957.1(a), the City Council took no reportable action on this item.

ADJOURNMENT
There being no further business at the hour of 7:47 p.m., Mayor Littau declared the meeting adjourned.

APPROVED:
___________________________
Mike Littau, Mayor
ATTEST:
____________________________
Sharlene Tipton, City Clerk
Packet Pg. 11
Attachment: Unofficial Minutes - Special Meeting - Closed Session of August 4, 2026 (4(a)--Approve City Council Minutes) 249
08/04/2026
Unofficial Minutes Redding City Council, Regular Meeting Civic Center Council Chambers
777 Cypress Avenue
Redding, CA 96001
August 4, 2026, 6:00 PM
The meeting was called to order at 6:25 p.m. by Mayor Mike Littau with the following Council Members present: Tenessa Audette, Dr. Paul Dhanuka, Jack Munns, and Erin Resner.

Also present: Interim City Attorney Mary Anne Wagner, Interim City Manager/Public Works Director Michael Webb, City Clerk Sharlene Tipton and Executive Assistant II Erin Barnhart.

The Pledge of Allegiance was led by Tenessa Audette.

The Invocation was provided by Jen McCloskey, Chaplain for the Redding Police and Fire Departments.

PUBLIC COMMENT
Richard Wyatt opined his support for California Senate Bill (SB 634).

Jaclyn Treadway provided an educational handout, incorporated herein by reference, and spoke to Council on SB 634, which protects faith-based and non-profit groups who provide basic support services and survival aid to the unhoused/homeless population.

Shasta County Watch Dog opined her support for more government oversight.

Leslie Sawyer expressed her appreciation for the Redding Fire Department for their efforts to assist the public in putting out a fire in the Target parking lot started by a cigarette.

CONSENT CALENDAR
The following matters were considered inclusively under the Consent Calendar and each Report to City Council (staff report) is incorporated herein by reference:
4(a). Approve City Council Minutes: Special Meeting – Closed Session of June 16, 2026; Regular Meeting of June 16, 2026; Special Meeting - Closed Session of July 14, 2026; Special Meeting- Closed Session of July 21, 2026; and Regular Meeting of July 21, 2026.

4.11(a).Authorize and approve the following actions relative to the City of Redding Tarmac Road Storm Drain Emergency Replacement Project (Project): (1) accept update regarding the Project; and (2) pursuant to Public Contract Code Section 22050(c)(1), make a determination by a four-fifths vote that there is a need to continue the emergency work.

4.11(b)Authorize and approve the following for the City of Redding Water Utility: (1) accept payment from the Aqueous Film-Forming Foam Products Liability Litigation Class Action Settlement for Public Water Systems; and (2) find that payment acceptance is exempt from environmental review under the California Environmental Quality Act, pursuant to section 15061(b)(3) – Common Sense Exemption.

4.11(c).Authorize and approve the following actions relative to Request for Proposals Schedule No. 5708, Construction Management and Inspection Services for the City of Redding Cape Seal 2026 Project: (1) award to Mark Thomas & Company, Inc.; (2) authorize the Mayor to execute a Consulting and Professional Services Contract for a not-to-exceed fee of $420,000 with Mark Thomas & Company, Inc., to provide Construction Management and Inspection Services; and (3) authorize the City Manager, or designee, to approve contract amendments not-to-exceed $50,000.

Shasta County Watch Dog opined that some Contractor’s and businesses the City of Redding (City) awards bids to are not in compliance with the State of California Contractor’s License Board.

In response to Vice Mayor Dr. Dhanuka, Interim City Manager Michael Webb shared that the City’s procedures for verifying any vendors that the City enters into agreements with include ensuring they have an active business license, as well as any other licensing requirements pertaining to the specific type of project, such as an active state of California Contractors license.

Packet Pg. 12
Attachment: Unofficial Minutes - Regular Meeting of August 4, 2026 (4(a)--Approve City Council Minutes) 250
08/04/2026

4.11(d).Authorize and approve the following relative to the purchase of a Hydro-Cleaner for the Public Works Wastewater Collection Division: (1) authorize the purchase of a 2027 Kenworth T480 cab and chassis using Sourcewell contract pricing from Pape Kenworth, equipped with a Sewer Equipment of America 1” Hydro-Cleaner using Sourcewell contract pricing from UROCK Utility Equipment Inc., with a net delivered cost of $403,483.49, including all applicable taxes and fees; and (2) authorize the City Manager, or designee, to approve future pricing adjustments, terms, and policy changes as needed up to an additional $15,000.00 for the purchase of the truck mounted hydro cleaner vehicle.

4.11(e).Authorize the following actions relative to the Land Lease Agreement with Cox and Cox Construction, Inc. at 3155 South Street (Assessor’s Parcel Number 104-900-011) and 2100 Airpark Drive (Assessor’s Parcel Number 104-100-032) to be used as a temporary construction staging area for a term beginning July 1, 2026, and terminating on August 31, 2027: (1) approve and authorize the Public Works Director, or designee, to execute the Lease Agreement and time extension amendments, if required; and (2) find that this action is categorically exempt from environmental review under the California Environmental Quality Act Guidelines, per Section 15301 – Existing Facilities

4.12(a).Approve designation of Council Member Tenessa Audette as the Voting Delegate, and Interim City Manager Michael Webb as the Voting Delegate – Alternate, to represent the City of Redding at the League of California Cities Annual Conference to be held September 23-25, 2026, in Anaheim, California.

A MOTION WAS MADE by Council Member Dr. Dhanuka, seconded by Council Member Munns, that the foregoing items on the Consent Calendar be accepted, acknowledged, adopted, approved, ratified, and/or authorized as recommended.

The Vote:

AYES: Council Members – Audette, Dr. Dhanuka, Munns, Resner, and Littau NOES: Council Members – None
ABSTAIN: Council Members – None
ABSENT: Council Members – None
REGULAR CALENDAR: REPORTS & COMMUNICATIONS OF DEPARTMENTS,

BOARDS, COMMISSIONS AND COMMITTEES

9.1(a). Budget resolution for the IRONMAN 70.3 event to be held in the City of Redding.

Management Assistant to the City Manager Jason Giblisico highlighted the Report to City Council (staff report), and provided a PowerPoint presentation, both incorporated herein by reference.

Event Director Tim Bauer with the Redding Tourism Marking Group opined his excitement and appreciation for the City of Redding’s commitment to this event. He shared that there are over 1,600 competitors from over 48 states and 20 different countries competing in this event.

A discussion amongst the Council ensued.

A MOTION WAS MADE by Council Member Dr. Dhanuka, seconded by Council Member Resner, to: (1) adopt Resolution No. 2026-069, a resolution of the City Council of the City of Redding, approving and adopting the 23rd Amendment to City Budget Resolution No. 2025-049 appropriating $35,550 for Fiscal Year 2026-27 to support the IRONMAN 70.3 event; (2) authorize Redding Electric Utility to sponsor the IRONMAN

70.3 event in the amount of $15,000 annually for 2026, 2027, and 2028 to fund services provided by the City in support of the event; (3) authorize the donation of five drop boxes from the City’s Solid Waste Division, consisting of three 40-yard and two 30-yard drop boxes, valued at approximately $2,600, for use at the IRONMAN 70.3 event in August 2026, 2027, and 2028; and (4) find that the donation supersedes the City's current Council Policy No. 214 limiting community event donations to one 30-yard drop box, given the scale and community benefit of the IRONMAN 70.3 event.

The Vote:

AYES: Council Members – Audette, Dr. Dhanuka, Munns, Resner, and Littau NOES: Council Members – None
ABSTAIN: Council Members – None
ABSENT: Council Members – None
Resolution No. 2026-069 is on file in the Office of the City Clerk.

Packet Pg. 13
Attachment: Unofficial Minutes - Regular Meeting of August 4, 2026 (4(a)--Approve City Council Minutes) 251
08/04/2026

SUGGESTIONS FROM COUNCIL MEMBERS RELATIVE TO POTENTIAL TOPICS FOR

FUTURE CITY COUNCIL MEETINGS
In response to Council Member Audette’s question, Community Services Director Travis Menne confirmed that the Request for Proposal for the Redding Civic Auditorium Lease was released and published July 27, 2026, on the City of Redding’s website under the Purchasing Department’s bid opportunities section.

At Vice Mayor Dr. Dhanuka’s suggestion, a consensus of the Council directed staff to return to Council with a report providing information and options available to assist with management of state parolee releases within the City of Redding for consideration at the August 18, 2026, City Council meeting.

In response to Mayor Littau’s inquiry regarding when Council can expect a presentation relative to the Tobacco Ordinance, Interim City Manager Michael Webb advised Council he will meet with Development Services Director Jeremy Pagan and will provide that information to the Council in an off-agenda memorandum.

Interim City Manager Webb introduced and welcomed the City of Redding’s Interim Chief of Police, Hank Schreeder.

ADJOURNMENT
There being no further business at the hour of 6:57 p.m., Mayor Littau declared the meeting adjourned.

APPROVED:
___________________________
Mike Littau, Mayor
ATTEST:
____________________________
Sharlene Tipton, City Clerk
Packet Pg. 14
Attachment: Unofficial Minutes - Regular Meeting of August 4, 2026 (4(a)--Approve City Council Minutes)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Accept City of Redding Accounts Payable Register No. 12; and Payroll Register Nos. 25 and 26.

Fiscal Impact
There is no fiscal impact to accepting the registers.

Alternative Action
The City Council could choose to not accept the registers and provide alternate direction to staff.

Background/Analysis
Attached are the Accounts Payable and Payroll Registers as follows:

Accounts Payable:
(1) Register No. 12 for the period June 1, 2026 – June 30, 2026, in the amount of $16,106,325.76
Payroll:
(1) Register No. 25 for the period May 24, 2026 – June 6, 2026, in the amount of $2,855,874.29 and
(2) Register No. 26 for the period June 7, 2026 – June 20, 2026, in the amount of $3,031,696.57
MEETING DATE: August 18, 2026
ITEM NO. 4(b)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4(b)--City of Redding Accounts Payable and Payroll Registers Greg Robinett, Director of
Finance/City Treasurer
Packet Pg. 15
Report to Redding City Council August 7, 2026
Re: 4(b)--Accounts Payable and Payroll Registers Page 2 Environmental Review
This is not a project defined under the California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 Packet Pg. 16
Packet Pg. 17
Attachment: Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 18
Attachment: Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 19
Attachment: Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 20
Attachment: Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 21
Attachment: Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 22
Attachment: Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 23
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Attachment: Accounts Payable Register No. 12 and Payroll Register Nos. 25 & 26 (4(b)--Accounts Payable and Payroll Registers)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve the following actions related to Bid Schedule No. 5694 for the procurement of underground vault structures, lids, pads, and cover assemblies:
(1) Authorize Redding Electric Utility to procure underground vault structures, lids, pads, and cover assemblies from Oldcastle Infrastructure as the primary vendor, Jensen Precast as a backup vendor, and Madruga Ironworks as a specialty vendor, on a per-quote basis without soliciting multiple quotes;
(2) Authorize total expenditures for these purchases not to exceed $1,200,000 per fiscal year for a period not-to-exceed two fiscal years, beginning in Fiscal Year 2026-27 and ending at the close of Fiscal Year 2027-28; and
(3) Authorize the City Manager, or designee, to approve additional expenditures of up to $150,000 per fiscal year to address unforeseen cost increases associated with material, labor, or operational requirements.

Fiscal Impact
Funding for the purchase of primary concrete vaults, lids, and assemblies is included in Redding Electric Utility's (REU) adopted Fiscal Year 2025–2027 Biennial Budget within the General System Improvements (GSI) Capital Program. These expenditures represent recurring capital investments necessary to replace and install underground electric infrastructure that supports the continued reliability of the electric distribution system.

Sufficient appropriations are available to support the proposed purchases in an amount not to exceed $1,200,000, together with a requested contingency authorization of up to $150,000 for unforeseen increases in materials, labor, or other operational costs.

Consistent with the Five-Year Financial Plan presented to the City Council in June 2025, this project, along with other eligible General System Improvements, is anticipated to be financed, in whole or in part, through Electric System Revenue Bond proceeds.

MEETING DATE: August 18, 2026
ITEM NO. 4.5(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies from Approved Vendors
Nick Zettel, Director of
Redding Electric Utility
Packet Pg. 63
Report to Redding City Council August 12, 2026
Re: 4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies Page 2
Approval of this action will not require additional appropriations or increase the adopted biennial budget.

Alternative Action
The City Council may reject staff's recommendation and provide alternative direction. Without this authorization, each vault and lid purchase would require a separate solicitation, delaying customer service connections and underground cable replacement work and increasing administrative cost without a demonstrated pricing benefit, as the last three solicitations produced no bid responses.

Background/Analysis
Primary concrete vaults and lids are critical components of REU's underground electric distribution system. REU installs these structures at cable termination points, sectionalizing locations, and operational access points to support new development, customer service connections, system reliability improvements, and infrastructure replacement projects throughout the City.

The City of Redding (City) has authorized these purchases on a per-quote basis since 2022.

Council approved sole-source procurement from Cook Concrete Products, Inc. (Cook), now operating as Oldcastle Infrastructure (Oldcastle), at $350,000 per fiscal year in July 2022; increased that limit to $600,000 and added Jensen Precast (Jensen) as a source for vault lids in October 2022, after Cook quoted lead times of up to 30 weeks on lids it does not manufacture inhouse; and reauthorized purchases from both vendors at $600,000 per fiscal year in August 2024.

In each of the last two fiscal years the limit was reached before all planned work could be authorized, requiring work to be deferred. That authorization expired June 30, 2026.

In April 2026, the Purchasing Division issued Bid Schedule No. 5694 for the supply of underground vault structures, lids, pads, and cover assemblies. Despite public advertisement and direct outreach to known suppliers, the solicitation resulted in no bid responses. This is the third consecutive solicitation to produce no responses, following Bid No. 5279 in March 2022 and Bid No. 5495 in June 2024. Continued volatility in material, transportation, and labor costs has significantly affected supplier willingness to commit to fixed pricing over extended contract periods.

Staff recommends authorizing procurement from three approved vendors, each with a defined role. Oldcastle is the primary vendor. It has supplied REU continuously since 2022, has consistently met REU's technical specifications and delivery commitments, and manufactures configurations already standardized within REU's underground distribution system. Keeping a single primary source for standard configurations preserves that standardization, which supports component interchangeability and simplifies field installation and long-term maintenance. The substantial majority of purchases under the prior authorizations were placed with Oldcastle for these reasons.

Jensen serves as a backup vendor for use when Oldcastle cannot meet required delivery timeframes or when a specific product configuration is unavailable. Jensen was originally approved for this reason, and precast lead times have continued to vary substantially. Madruga Packet Pg. 64
Report to Redding City Council August 12, 2026
Re: 4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies Page 3
Ironworks serves as a specialty vendor for fabricated steel lids, cover assemblies, and nonstandard applications outside the standard precast product lines. Purchases from the backup or specialty vendor will be documented in the purchase file with the reason Oldcastle was not used, which creates a clear record without adding an approval step to routine work.

The requested $1,200,000 annual authorization supports anticipated underground cable replacement work, accommodates inflation in material and labor costs, and maintains flexibility to respond to customer-driven development. Annual expenditures have grown from approximately $175,000 in Fiscal Year 2021-22 to the full $600,000 authorization in each of the last two fiscal years, driven by increased cable replacement volume and continued cost escalation. The higher authorization better aligns procurement authority with anticipated expenditures and reduces the need for mid-cycle amendments, and the $150,000 contingency addresses unforeseen cost increases without returning to Council for routine adjustments. The authorization is limited to Fiscal Years 2026-27 and 2027-28, and the Purchasing Division will re-advertise for competitive bids prior to its expiration in June 2028.

Environmental Review
This is not a project defined under the California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Bid Schedule 5694
Previous Staff Report - August 7, 2024, item 4.5(c) Primary Vaults and Lids Council Award Packet Pg. 65
April 29, 2026

NOTICE INVITING BIDS

TO FURNISH

UNDERGROUND VAULT STRUCTURES, LIDS,

PADS, AND COVER ASSEMBLIES

CITY OF REDDING, CALIFORNIA
(Bid Schedule #5694)
In accordance with the provisions of the Municipal Code of the City of Redding, sealed bids will be received by the City of Redding, at the 3rd Floor City Clerk’s Office at City Hall, 777 Cypress Avenue, Redding, California 96001-2718, until 3:00 P.M. PT, Wednesday, May 27, 2026, to furnish underground vault structures, lids, pads, and cover assembliesfor the City of Redding, per the bid specifications and general conditions.

BIDS RECEIVED AFTER THIS TIME AND DATE WILL NOT BE ACCEPTED OR CONSIDERED.

The said bids will be opened at 3:00 P.M. PT, on Wednesday, May 27, 2026, in the designated City Hall Conference Room as posted in the main lobby of City Hall, 777 Cypress Avenue, Redding, California.

All bids must be submitted on standard bid forms provided by the City of Redding. The bidder shall provide one (1) original (unbound) and one (1) complete copy of the bid proposal submission. Fax or electronic submission of bid proposals will not be allowed.

The City will award any resulting contract in a manner consistent with the City’s purchasing ordinance.

The cut-off date and time for receiving questions regarding this bid is 5:00 P.M. PT, on Tuesday, May 12, 2026. All inquiries must be made in writing and may be submitted to the email address shown below.

THE CITY OF REDDING
Purchasing Division
Jennifer Antunes
Jennifer Antunes – Buyer
[email protected]
Packet Pg. 66
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) NOTE
If a potential bidder/proposer received this solicitation document through some means other than surface mail from the City of Redding (such as from the City of Redding Internet web site, or from another prospective bidder/proposer), it is the responsibility of the potential bidder/proposer to advise the assigned City of Redding Purchasing contact of its intention to submit a bid/proposal so that any addenda or other correspondence related to this solicitation will be sent to the potential bidder/proposer. When contacting the Purchasing Division, the bidder/proposer shall provide the solicitation number located on the cover page of this document.

Transmittal of this information must be in writing, by U.S. Mail, or e-mail.

Transmittal of this information via telephone is not acceptable.

Please submit bid on enclosed form only. Forward to:

City of Redding
City Clerk
777 Cypress Avenue
Redding, CA 96001
Mailing envelope is to be clearly marked on the outside with the following notation:
“Bid on Schedule No. 5694; opening at
3:00 P.M. on Wednesday, May 27, 2026”

Bids may not be considered unless:

1. Your original Bid submittal and the stated number of copies are received.

2. Original Bid proposal form is completed and signed in ink.

3. Signature is legible – No initials.

4. Addendums are acknowledged (If any)
Purchasing Division
Packet Pg. 67
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

NOTICE INVITING BIDS

TO FURNISH

UNDERGROUND VAULT STRUCTURES, LIDS,

PADS, AND COVER ASSEMBLIES

TO THE CITY OF REDDING, CALIFORNIA
(Bid Schedule No. 5694)

GENERAL SPECIFICATIONS

1. PURPOSE
The purpose of these specifications is to establish requirements for precast concrete underground vault structures, vault lids, aluminum quick-release lids, traffic-rated frame and cover assemblies, and associated enclosure pads and covers for general use in the City of Redding Electric Utility's underground distribution system. It is the intent of these specifications to obtain products of proven performance, rugged, reliable, and capable of remaining in service for many years with minimal maintenance.

Only manufacturers with a minimum of five (5) years of demonstrated experience manufacturing products of the type and size specified will be considered. Manufacturers shall have continuous market presence in the United States with necessary infrastructure in place, including technical support and ability to supply replacement components.

All products shall be manufactured with parts and materials commonly available in the United States where practical. Products built to foreign or international standards will not be allowed unless the manufacturer positively demonstrates, to the City's satisfaction, that the products also meet all applicable ASTM, AASH.O, ANSI, and California standards in addition to the requirements of these specifications.

2. ORDERING AND PAYMENT
Orders will be placed at any time within the contract period utilizing the City's purchase order process.

Each purchase order will specify the delivery location (City warehouse or job site) and, for job site deliveries, the site address and site contact. Any standby time beyond the first thirty (30) minutes shall be billed per Item E-1. For warehouse deliveries, order confirmation shall be provided to the Electric Utility Warehouse at (530) 224-4329 within two (2) business days of purchase order issuance. For job site deliveries, confirmation shall be provided to the designated REU site contact identified on the purchase order. The City of Redding issues payment upon receipt and acceptance of the complete order under each purchase order; no partial payments will be made unless otherwise agreed in writing. Sales tax shall be invoiced where applicable.

Should a situation arise requiring immediate delivery, the City reserves the right to purchase from any available source if the successful bidder is unable to make timely delivery.

3. TERM OF CONTRACT
The materials to be furnished under this proposal shall be delivered at such time and in such quantities as called for by the City of Redding and the initial contract period shall begin upon date award through June 30, 2027. If mutually agreeable, with all prices, terms and conditions remaining the same, this contract may be extended annually for up to two (2) additional one-year periods through June 30, 2029.

4. PRICING
Prices shall be firm for the initial contract period through June 30, 2027.

Packet Pg. 68
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Bidders may submit pricing for all groups or for individual groups only. A bid that omits pricing for one or more groups will still be considered for the groups on which pricing is provided, provided all other responsiveness criteria are met for those groups. Failure to provide a unit price for any item within a group the Bidder has elected to bid will result in the bid being considered non-responsive for that group.

5. CONTRACT CANCELLATION
City of Redding reserves the right to cancel this contract with thirty (30) days advance written notice. All orders in production at the time of cancellation will be paid for upon receipt and acceptance of the units.

6. DELIVERY

6.1 Warehouse Delivery. Materials ordered for warehouse delivery shall be shipped and delivered FOB Redding, California, to the City of Redding Corporation Yard, Electric Utility Building No. 2, 20055 Viking Way, Redding, CA 96003-8229. Materials shall be loaded such that they may be unloaded with a forklift from the side of the delivery vehicle. Delivery will only be accepted during normal warehouse hours, Monday through Friday, 8:00 a.m. to 3:00 p.m., excluding weekends and City holidays. The Bidder shall call the Electric Utility Warehouse at (530) 224-4329 at least 24 hours prior to delivery.

6.2 Job Site Delivery. Materials ordered for job site delivery shall be delivered FOB to the specified job site address within the REU service territory. The purchase order will specify the site address, site contact, and whether placement into a prepared excavation is required. The Bidder shall coordinate delivery timing with the City site contact at least 48 hours in advance. When vault bodies are to be set into excavations, the excavation will be prepared and ready prior to the Bidder's scheduled arrival.

Standby time charges (Item E-1) apply when excavation readiness or City direction is unavailable within thirty (30) minutes of the scheduled arrival time.

6.3 General. All shipping costs including freight, delivery, fuel surcharges, and U.S. Customs fees if applicable shall be borne by the Bidder. No additional freight or delivery charges will be permitted beyond the unit price bid.

7. LIQUIDATED DAMAGES
In the event the Bidder is awarded the contract and fails to deliver the materials within the quoted lead time, or any extended lead time agreed upon in writing, liquidated damages shall be assessed at the rate of $100.00 per calendar day for each calendar day the complete order is received late. The total amount of liquidated damages shall not exceed ten percent (10%) of the net cost of the order. The City will also attempt to procure items from other sources if delivery is significantly delayed.

8. DELAYS AND EXTENSION OF TIME
If the Bidder is delayed in delivery by any act or neglect of the City, or by strikes, lockouts, fire, adverse weather conditions not reasonably anticipated, acts of God, or unavoidable casualties, the Bidder shall, within 48 hours of the start of the occurrence, provide written notice to the City of the cause of the delay and an estimate of the time extension required. No claim for damages shall be made for delays arising from the above causes; only an appropriate extension of time will be considered.

Failure by the Bidder to provide timely written notice will be considered grounds for refusal of a time extension. No extension of time will be considered for delays at international border crossings due to inspection procedures, nor for weather conditions normal to Northern California.

9. BID EVALUATION
The Estimated Quantity column on the Bid Proposal Spreadsheet is the multiplier used to determine the lowest responsive bidder. The evaluated price of each item is the unit price multiplied by the estimated Packet Pg. 69
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) quantity. The Bid Group Evaluated Subtotal is the sum of all evaluated line items within that group. The Net delivered Evaluated Total is the sum all groups. In all cases, unit prices shall prevail in determining evaluated totals.

The City reserves the right to make separate awards by group to different responsive bidders if doing so results in a lower overall cost to the City or is otherwise in the City's best interest. A separate contract or purchase order will be issued to each awarded vendor. Bidders shall not condition their pricing on receiving an award of all groups.

10. GUARANTEE
The Bidder warrants that all materials furnished shall be free from defects in design, materials, and workmanship, and shall perform under all conditions of service specified or reasonably implied. The Bidder shall, upon written notice from the City, promptly repair or replace at no charge any materials that prove defective within two (2) years from the date of delivery under normal and proper use.

11. QUALITY ASSURANCE
Only products that the City of Redding Electric Department recognizes as meeting or exceeding the listed specifications will be accepted. Prior approval by the Electric Department is required for any substitutions or deviations. The City reserves the right to inspect materials upon delivery and reject any item that does not conform. Rejected items shall be removed and replaced at the Bidder's expense.

12. TRANSPORTATION AND HANDLING
Bidder shall transport all products by methods that prevent damage; deliver in undamaged condition and, where possible, in manufacturer's original packaging. Bidder shall ensure adequate blocking, bracing, and cushioning, particularly for precast concrete items. City personnel will inspect all deliveries upon receipt; products found damaged will be rejected and replaced by the Bidder at no additional cost.

13. SAFETY DATA SHEETS
Safety Data Sheets (SDS) shall accompany each order, and four (4) copies shall be supplied at the time of delivery, if applicable. Under no circumstances will a potentially hazardous material be brought onto a City project site until adequate SDS information has been received. The handling and transportation of any hazardous materials must comply with all applicable federal, state, and local regulations.

14. USAGE REPORT
The Bidder shall provide a summary of items and quantities purchased under this contract at any time upon request by the City of Redding.

15. AWARD OF CONTRACT
The award of this contract, if made, will be based on availability of budgeted funds and will be made to the responsible bidder(s) with the lowest responsive price. Awards may be made on a group-by-group basis to different vendors where that approach yields a lower overall cost to the City or is otherwise in the City's best interest. A separate contract or purchase order will be issued to each awarded vendor.

The City reserves the right to reject any or all bids and to waive minor irregularities as may be in the City's best interest. Award of one or more groups to a bidder does not obligate the City to award remaining groups to that bidder.

Packet Pg. 70
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

TECHNICAL SPECIFICATIONS

1. BID GROUP A- PRECAST CONCRETE VAULT BODIES AND PULL BOXES

1.1 SCOPE
This section governs precast concrete vault bodies (Bid Items A-1 through A-5), electric pull boxes (Bid Items A-6 through A-8), and pull box ring components (Bid Items A-9 through A-14). Ring components for Items A-9 through A-14 are governed by this section as structural elements of the pull box assembly.

Concrete lids for pull boxes are separately bid under Group B.

1.2 CODES AND STANDARDS
ASTM C857-Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures
ASTM C858-Standard Specification for Underground Precast Concrete Utility Structures AASHTO Standard Specifications for Highway Bridges
ACI 318-Building Code Requirements for Structural Concrete CPUC General Order 128
REU Construction Standards CS0428, CS1110, CS1116, CS1118, CS1120, CS1122

1.3 MATERIALS
Concrete shall be Class A, 5.5-sack minimum mix design with a minimum 28-day compressive strength of 5,000 psi. Water-cement ratio shall not exceed 0.45. Aggregates shall conform to ASTM C33. Tongueand-groove joint surfaces shall be sealed with plastic mastic sealant per CS1122 Note 5.

1.4 DESIGN LOADS
Traffic-rated vault bodies and pull boxes shall be designed for AASHTO H-20 highway loading (16,000 lb wheel load) with appropriate impact factor per ASTM C857 and CS1121 Note 2. Non-traffic-rated structures shall be designed for non-traffic loading per ASTM C857.

1.5 LIFTING HARDWARE
Lifting inserts shall be rated for the full unit weight with a minimum safety factor of 5:1 per CS1122 Note

9. 1.6 DIMENSIONS
Vault body and pull box dimensions shall conform to the applicable REU Construction Standard as listed in the Bid Schedule. Interior dimensions for vault bodies are governed by CS0428 (Item A-1), CS1116 (Item A-2), CS1118 (Item A-3), CS1120 (Item A-4), and CS1122 (Item A-5). Pull box dimensions shall conform to CS1110 as applicable per bid item. Ring component dimensions for Items A-9 through A-14 are governed by the applicable Construction Standard; the bidder shall confirm dimensional compatibility with existing installed structures and note any deviation on the product information sheet.

1.7 OPENINGS AND CONDUIT KNOCKOUTS
Vault bodies and pull boxes shall include conduit entry knockouts as shown on the applicable REU Construction Standard. Knockouts shall be cleanly formed without cracking or spalling of adjacent concrete.

Packet Pg. 71
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

1.8 SURFACE FINISH AND MARKINGS
Interior surfaces shall be smooth-formed or given a rubbed finish. Each structure shall be permanently marked with the manufacturer's name, date of manufacture, and applicable ASTM designation. Each structure shall be stenciled on an exterior surface with the unit weight (lbs) and manufacturer's catalog number per CS0428 Note 3.

1.9 FACTORY TESTING AND CERTIFICATION
Each structure shall be tested and certified per ASTM C858. The manufacturer shall submit test reports and dimensional certifications with each delivery or upon request.

2. BID GROUP B- PRECAST CONCRETE PADS, VAULT LIDS, AND PULL BOX LIDS

2.1 SCOPE
This section governs precast concrete vault lids (Bid Items B-1), pull box lids (Bid Items B-4 through B9), and the precast concrete transformer and sectionalizing enclosure pads (Bid Item B-2 through B-3 and B-10 through B-11).

2.2 CODES AND STANDARDS
ASTM C857, ASTM C858, ACI 318, CPUC General Order 128
REU Construction Standards CS0330, CS0331, CS1110, CS1132, CS1135, CS0428

2.3 MATERIALS
Concrete shall have a minimum 28-day compressive strength of 5,000 psi. Water-cement ratio shall not exceed 0.45. Aggregates shall conform to ASTM C33.

2.4 VAULT LIDS
Precast concrete vault lids (Items B-1) shall conform to the applicable REU Construction Standard. Lids shall be dimensionally compatible with the corresponding vault body opening. Load ratings shall be clearly stated by the manufacturer and confirmed by the bidder as compatible with the specified application.

2.5 PULL BOX LIDS
Precast concrete pull box lids (Items B-4 through B-9) shall conform to CS1110 or the applicable pull box standard. Lids shall be dimensionally compatible with the corresponding pull box opening and load-rated for the specified traffic condition.

2.6 SECTIONALIZING ENCLOSURE PAD
Precast concrete sectionalizing enclosure pads (Items B-2 through B-3) shall conform to ASTM C857 and ACI 318. Minimum 28-day compressive strength: 5,000 psi. Pad dimensions, reinforcing, and configuration shall conform to REU Construction Standards CS1132 and CS1135 as applicable per bid item. The City will provide enclosure base dimensions with the purchase order.

2.7 TRANSFORMER PADS
Precast concrete transformer pads (Items B-10 through B-11) shall conform to ASTM C857 and ACI 318.

Minimum 28-day compressive strength: 5,000 psi. Water-cement ratio shall not exceed 0.45. Aggregates shall conform to ASTM C33.

Packet Pg. 72
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Pad dimensions, reinforcing, grounding, and configuration shall conform to REU Construction Standard CS0330 or CS0331 as applicable per bid item.

2.8 MARKINGS AND CERTIFICATION
Each lid and pad shall be marked with the manufacturer's name, date of manufacture, and applicable ASTM designation. Unit weight and catalog number shall be stenciled on each unit per CS0428 Note 3.

The manufacturer shall submit dimensional certifications with each delivery or upon request.

3. BID GROUP C- ALUMINUM QUICK-RELEASE COVERS AND LIDS

3.1 SCOPE
This section governs aluminum quick-release covers and lids for vault and pull box openings at nontraffic and incidental-traffic locations (Bid Items C-1 through C-4).

3.2 CODES AND STANDARDS
ASTM B209-Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate CPUC General Order 128
REU Construction Standards CS1134 and CS1126

3.3 DESIGN REQUIREMENTS
Covers and lids shall be rated for incidental pedestrian and sidewalk loading as applicable per bid item.

Each unit shall be dimensionally compatible with the corresponding vault or pull box opening as shown on the applicable REU Construction Standard. The bidder shall confirm dimensional compatibility prior to order placement; any incompatibilities shall be noted as deviations on the product information sheet.

3.4 MATERIALS AND FINISH
Covers and lids shall be fabricated from aluminum alloy. Finish shall provide corrosion resistance suitable for direct burial and outdoor exposure. Load ratings shall be clearly stated by the manufacturer.

3.5 MARKINGS
Each cover and lid shall be permanently labeled 'R.E.U. HIGH VOLTAGE' per CS1114 Detail C and CS1126 Note 3.".

3.6 SUBMITTALS
The bidder shall submit dimensional drawings and load rating certifications for each Group C bid item with the bid proposal. Written REU Engineering approval of submitted drawings is required prior to placement of the first purchase order under each item.

3.7 RETRO-FIT 3X5 LIDS
Retrofit lids are aluminum quick-release lids intended for installation on existing in-service vault openings without replacement of the existing frame or surround per CS1134. The retrofit lid shall seat directly on the existing opening and provide a secure, weather-resistant fit without structural modification to the vault. Load ratings shall be consistent with the applicable Group C bid item and clearly stated by the manufacturer.

Packet Pg. 73
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

4. BID GROUP D- FULL-TRAFFIC FRAME AND COVER ASSEMBLIES

4.1 SCOPE
This section governs full-traffic-rated frame and cover assemblies for vault openings in paved roadway and traffic-exposed locations (Bid Items D-1 through D-3).

4.2 CODES AND STANDARDS
ASTM A48-Standard Specification for Gray Iron Castings
ASTM A36-Standard Specification for Carbon Structural Steel ASTM A-123-Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A153-Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware AASHTO Standard Specifications for Highway Bridges
CPUC General Order 128
REU Construction Standards CS1117, CS1119, CS1121, CS1110

4.3 DESIGN LOADS
All assemblies shall be designed for AASHTO H-20 highway loading (16,000 lb wheel load) with appropriate impact factor per CS1121 Note 2.

4.4 FRAME
Frames shall be adjustable galvanized steel per ASTM A-123, providing a minimum of three (3) inches of vertical grade adjustment. The frame shall accept grouting between the base and vault opening without cracking or distortion. Where aluminum covers interface with galvanized steel frames, a factory-installed dielectric barrier (neoprene or nylon) shall be provided per CPUC GO-128 Rule 35.3.

4.5 COVER
Covers shall be aluminum, load-rated for AASHTO H-20 service, with a skid-resistant surface. Each cover shall be permanently labeled "R.E.U. HIGH VOLTAGE" per CS1114 Detail C.

4.6 MATERIALS AND FACTORY TESTING
All steel frame components shall be hot-dip galvanized per ASTM A-123. Fasteners shall be AISI Type 304 or 316 stainless steel, or hot-dip galvanized per ASTM A153. Each assembly shall be factoryinspected for dimensional compliance and galvanizing continuity prior to shipment.

Packet Pg. 74
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

REFERENCE DRAWINGS
The following REU Construction Standards are applicable to this bid and are incorporated by reference. Copies are available from the Electric Utility Engineering Division upon request.

Drawing No. Title
CS0330, SH.
1 1 Phase Transformer Pad Installation 25-167kVA (Pad Details) CS0331, SH.
1 3 PHASE TRANSFORMER PAD INSTALLATION 45-1500 KVA
CS0333, SH.
1 3 Phase Transformer Pad Installation (Open Delta)
CS0428, SH.
1 600 Amp Padmount Switchgear - Switch Vault Details (7'x9' vault body, diamond plate cover assembly)
CS1110, SH.
1-2
Concrete Electric Pull Boxes 2E, 3E, 4E - Dimensions, Approved Manufacturers, Traffic-Rated Installation Details
CS1114 Primary Splice Box Construction and Installation Details - Hardware Details CS1115 Ground Rod Installation for Splice Boxes
CS1116, SH.
1 3'-0"x5'-0" Primary Splice Box - Dimensions, Conduit Terminators, Pull Irons CS1117, SH.
1 Frame & Cover Assembly - Full Traffic, 3'-0"x5'-0" Primary Splice Box CS1118, SH.
1 4'-0"x6'-6" Primary Electrical Vault - Dimensions, Conduit Terminators CS1119, SH.
1 Frame & Cover Assembly, 4'-0"x6'-6" Primary Electric Vault CS1120, SH.
1 4'-6"x8'-6" Primary Electric Vault - Dimensions, Conduit Terminators CS1121, SH.
1 Frame & Cover Assembly - Full Traffic, 4'-6"x8'-6" and 6'-0"x12'-0" Electric Vaults CS1122, SH.
1-2 6'-0"x12'-0" Primary Electrical Vault - Dimensions, Conduit Terminators CS1126, SH.
1-2
Aluminum Quick Release Cover Assembly - Incidental Traffic Primary Splice Box (Dimension Table, Details A/B/C)
CS1132, SH.
1-5
200-Amp Sectionalizing Enclosures for 3'x5' Vaults - Pad/Cover Details, Angled Frame, Enclosure Views, Clearance Plan
CS1134, SH.
1 3'x5' Flush-Mount Vault Cover Retrofit - Installation Details and BOM (Madruga REDDINGALUM 3660, E792.09) CS1135, SH.
1-4 200-Amp Sectionalizing Enclosures for 4E Boxes - Pad/Cabinet Details, Clearance Plan Packet Pg. 75
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) i

I REINFORCING IRON
I TYPE NO. I REQ'D I DESCRIPTION I
WEIGHT
893#
PAGE \
-7-
6" 12" -- - - 12" -a - - 12" - - 6" 51 4.00
t
hl I 7
1 7
= N I CABLE PRI. CABLE SEC. I

I OPENING OPENING I
+.-I ------- C7 -I-
! - 24" C
NOTES:

1. Above pad may be precast or in place. If poured
in place omit Item 3. (AT LEAST 8' IN CONTACT

2. See drawing CS0010 for pad clearances. WITH EARTH)

3. See drawing CS0011 for pad barrier protection.

4. All soil will be compacted under and around the pad by jetting and/or wacker to a minumum of 90% relative density.

5. Customer installed.

REDRAWN SHEET 1 OF 2
r 7
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD
1 PHASE TRANSFORMER PAD INSTALLATION
25 - 167KVA (PAD DETAILS)
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED fl DWG. NO TMSIRLH 1 05/01/85 1 q.'Cc\w 1 03/21/12 //\ CS0330 C Packet Pg. 76 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Packet Pg. 77
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) PAGE \
WEIGHT
51 6.00
UPD-2P
FINISHED GRADE :.
314" X 12' GROUND ROD
(AT LEAST 8' IN CONTACT

WITH EARTH) DETAIL A

SEE DETAIL A

PLAN SEC'I'ION
NOTES:

1. See DWG. CS0330 for pad details.

2. See DWG. CS1110 for pull box details.

3. Ground rod to be flush with the top of the 'TRANSFORMER PAD E8.05 transformer pad. 2E BOX EX'TENSION E8.01

4. See DWG. CS0373 for cable routing.

5. Size and number as specified.

6. Customer installed.

REDRAWN SHEET 1 OF 1
p 7
REU
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD

PAD AND CONDUIT ARRANGEMENT FOR PAD MOUNTED

TRANSFORMERS IN OPEN DELTA CONFIGURATION
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

TMSIRLH 1 06/22/92 1 ye. L.-/ 1 03/21/12 4 CS0333 ) Y Packet Pg. 78 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) 26" x 66 1/2" x 3/16"

DIAMOND PLATE COVER
LABELED "R.E.U. HIGH VOLTAGE"
SEE NOTE 4 SHT. 4
(2 PIECE)

FACE OF ACCESS

OPENING TO BE FLUSH
WITH INSIDE OF BOX "'
60" x 67" ACCESS '\_
OPENING~ '\_
'-..... :r

UPDATED
'-.....
"'-
"'-

RECESSED

PULLING IRON
(4 TOTAL)
PAGE
(
HOLD DOWN 519 20

ASSEMBLY, I

COURSE THREAD

I PENT AHEAD BOLTS
I 1 /2" x 2" SLOT FOR
90"

LID REMOVAL
(2 PER PLATE)
2" x 2" x 1/4"

ANGLE FRAME
(GALVANIZED
STEEL)
64"
TOTAL

ASSEMBLY
HEIGHT

GROUNDS (BOTH WALLS)
PER CS428 SH. 2 & NOTE
#9 SH. 4 & SEE DETAIL "A"
SHT. 2
55"
SHEET 1OF4

ELECTRIC CONSTRUCTION STANDARD
U DES/REV Redding Electric Utility CEP/JCR
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS

DATE REVISED
09127107 10/07/19
DWG. NO.

CS0428
Packet Pg. 79
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) 6"THICK
CONG. WALLS

TYPE SP SERVICE POST CONNECTOR,
/LONG STUD. TWO (2) SUPPLIED BY REU
/ j\ INWESCO 5/8" COPPER GROUND INSERT WITH
1" SQUARE BRASS BAR
..

I> · · I> . :A
I>
PAGE
519.21
6" MIN. CONTINUOUS

WELDS BOTH SIDES
1/2" REBAR, WELD SOLID TO CAGE
AT A MIN. OF TWO INTERSECTIONS
47" ID
NOTES:
59"
DETAIL "A"
-f
M
.....
96" ID
12" DIA. SUMP
4" DEEP
SEE DETAIL "A"
rrr

EB EB EB
30"
24"
18"
12"
6"
16-5/8"
6" CONDUIT TERMINATORS

TYPICAL BOTH LONG WALLS
4" CONDUIT TERMINATORS

TYPICAL BOTH LONG WALLS
,...-------1---GROUND ROD LOCATION
J_ -f 6"
TYPICAL BOTH LONG WALLS.

SEE NOTE 9 ON SHT. 4

CONCRETE SWITCH VAULT DIMENSIONS

1. All sections of a splice box must be permanently marked with the delivery date.

R$.U
Redding Electric Utility
UPDATED CAD STANDARDS SHEET 2 OF 4

DES/REV

CEP/JCR

ELECTRIC CONSTRUCTION STANDARD
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS

DATE REVISED
09127107 10/07/19
DWG. NO.

CS0428
Packet Pg. 80
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) I
I
@ ALLOWABLE CONDUIT

ENTRANCE AREA,

CONT ACT REU INSPECTOR
FOR EXACT LOCATION.

CLEARANCE AREA
· 3'MIN.

I
I
I
I
L __
SET SWITCH VAULT-~
2" ABOVE FINAL
GRADE

CLEARANCE AREA
I
I
ll.J _J::.::: _J I _J <(
_J~
a: <( ll.J 0 I ~ U5
ll.J :r: I 0 !:::

U5 ~
I
i-..:::.....:;:.:.:..:...:.:..- 3'MIN. I
1 ~SES~
~TCHS~
VAULT_/~ COVER @
I
I

BACK EDGE I
OF SIDEWALK --•-.i
I _ __ _J

PLAN VIEW

PADMOUNT SWITCH
_J
<(
Q
a..
>-
IPAGE
519.22
0 "<t FINAL GRADE

ELEVATION
UPDATED CAD STANDARDS SHEET 3 OF 4

U CEP/JCR
DES/REV Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS

DATE REVISED
09127107 10/07/19
DWG. NO.

CS0428
Packet Pg. 81
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) PAGE
519.23
NOTES:

1. See drawing CS1114 for lid bolt down details. (Detail "A" and "E").

2. Designed for pedestrian traffic loading.

3. Manufacturer shall paint/stencil correct weight and catalog number on each box.

4. Cover shall be labeled "R.E.U. HIGH VOLTAGE".

5. The excavation shall allow for the overall height of vault to be set two inches above final grade, and 3 - 6 inches of compacted 3/4" gravel.

6. The bedding materials shall consist of 3/4" gravel under vault. ·

7. Backfill shall consist of good compactible material such as pea gravel, sand, or clean earth fill so that no voids remain between vault and native soil around excavation. Backfill shall be compacted in lifts from the bottom to the top to attain 90% relative compaction.

8. All excavation, installation, and backfill is the responsibility of the customer and/or contractor.

9. Both ground rods shall be welded into one continuous run of bare or zinc galvanized or other electrically conductive coated steel reinforced bars or rods of not less than twenty (20) feet in length and 1 /2" (12. ?mm) in diameter which is encased by at least 2" (50.Bmm) of concrete. This continuous run may be part of the reinforcing cage except the 20' must be within the floor area only.

R$.U
Redding Electric Utility
UPDATED CAD STANDARDS SHEET 4 OF 4

ELECTRIC CONSTRUCTION STANDARD
600 AMP PADMOUNT SWITCHGEAR

SWITCH VAULT DETAILS
DES/REV I DATE I ASST. DIRECTOR - UTILIIY OPERATIONS I REVISED /\J. DWG. NO.

CEP/JCR I 09/27/07 lfliJ, /h.rJI~ I 10/07/19L2~ CS0428 ~ Packet Pg. 82 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Packet Pg. 83
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) g" M
cc--'
()
1'J
cc--'
()
M
PAGE
525.01
USB-2E
USB-3E
USB-4E
1/2" x 1" PICK HOLE SLOT
1/2" THICK DIAMOND PATIERN

STEEL PLATE
1" HIGH WELDED LETIERING

PRIOR TO GALVANIZING

HOT-DIPPED GALVANIZED STEEL

CAP MITERED AND WELDED
1/2" DIA. HEAVY HEX NUT

TACK WELED BELOW
\
CONCRETE COLLAR @ PERIMITER OF BOX
W/2-#5 CONTINUOUS TIES W/24" MIN LAP
/ AC PAVING OR CONCRETE
, AS OCCURING
0'0 C)~ <::)
~~(l 0
CJ 0<:\ 0
o()~o~

III-III III
-II III U _III-
~ IIUlnll-
'-- MOISTURE CONDITION AND MECHANICALLY

COMPACT NATIVE SOILS AND TRENCH
BACKFILL PRIOR TO INSTALLING BOX.
(COMPACTION INSPECTION BY REU IS REQ'D)
NOTES:

1. Provide CHRISTY 82436 box, 82436-52JH cover, and 82436x12 extension manufactured by Oldcastle Enclosures unless prior written approval has been obtained from the engineering division of REU.

2. Where box extensions are used, concrete shall extend to the the full depth of the excavation.

3. 8uilder shall obtain inspection by REU prior to placing concrete.

4. Lids shall be hot-dipped galvanized or have an epoxy-coated non-skid sand finish.

5. Concrete for collar shall comply with green book class 560-8-3250.

6. Reinforcing steel for collar shall comply with ASTM A615 GR 40 or 60.

CONCRETE ELECTRIC PULL BOXES 2E, 3E, 4E R~U TRAFFIC RATED Redding Electric Utility

NEW DRAWING

DES/REV
CMHI
DATE
11105/11

ELECTRIC CONSTRUCTION STANDARD
SHEET 2 OF 2
DWG.NO.

CS1110 Packet Pg. 84
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) 518" X 1" HOLE
DETAIL "A"

BOLT DOWN BRACKET - BOX
-114" HOLES FOR
I.D. PLATE
SEE DETAIL "C"
SEE DETAIL "D"
DETAIL "B" THlS PAGE

GRADE ADJUSTING FEATURE
112" EXPANSION MATERIAL
SEE DETAIL "D
DETAIL "B" - ALTERNATE THlS PAGE

GRADE ADJUSTING FEATURE

REDRAWN
\ PAGE
530.00
r T
3"

TYPICAL
Redding Electric Utility
L A

AND VAULT DETAILS
DES'REV I DATE I ASSISTAt!&QIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROICMH 1 09/14/92 1 \?%-J(- 1 05122112& CS1114 )
- 8" -
DETAIL "C"

IDENTIFICATION PLATE
6 3-112"
12 GAUGE METAL
DETAIL "D"

ADJUSTMENT BOLT SLIPPORT BRACKET
1-114"

CHANNEL BAR
(COIL THREAD)
DETAIL "EM

BOLT DOWN FEATLIRE - COVER
SHEET 1 OF 1

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC SPLICE BOX
I
V

HIGH VOLTAGE
R.E.U. MFG.
/
Packet Pg. 85
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) . .A* .. '
PAGE \
'., .. . :. t.. .. r - .. ... .. ,_:.. .. 4.. : .+ 4.. 1 ..... A . .... . 4.: .... 4.. :
531 .OO
*: ...
. .
- 4"
($
..
. .
.

A.
.4~
. '

GROUND ROD

CONTINUOUS

WELDMENT CONTINUOUS WELDMENT
BOTH SIDES BOTH SIDES.

REBAR REBAR

SIDE VIEW FRONT VIEW

MOUNTING DETAIL
0- - 518" GROUND ROD LOCATION - -O I (2 REQUIRED) 1"
s . . , . - .'. *a.. .: .. . . ..... . ' .:'. . - . .
t ..: 1 .*.. 4:.,
A

4. . .I . '. PLAN VIEW
+:.
...
4'
.*
&
P
b
1 E
. . ..... . . .... ... .
($
3' x 5' SPLICE BOX &
4'~~-6",4'X8'&6'X 12'

ELECTRICAL VAULT
11 .
. Q .... 'A'.'.... . . . . 903'- p ........ Q. . . REBAR ATTACHMENT DETAIL .. . . d..'
. . . A,
.. . . .... .... . . .. ... . . . . - .-..A:.. '-I.'. '.q NOTE:

Both ground rods shall be welded to one continuous run of bare or zinc galvanized or other electrically conductive GROUND ROD DETAIL coated steel reinforcing bars or rods of not less than 5/8"0 x 16" COPPER COATED STEEL twenty (20) feet in length and 112" (12.7mm) in diameter which is encased by at least 2" (50.8) of concrete. This continuous run may be part of the reinforcing cage within the floor area only.

REDRAWN SHEET 1 OF 1
r '. , . , . A'.' ,. ' . . q. '4..
p T
Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD

PRIMARY SPLICE BOX AND

ELECTRIC VAULT GROUNDING DETAILS
DES'REV 1 DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

L ROIRLH 1 08/01/89 1 1 05/09/12& CS1115 ) Packet Pg. 86 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Ill I Ill I
L LA I1 LA J 1 518
PAGE 7
APPLY MASTIC, r,"i 532.00
PLASTIC OR ASPHALT 511 6"
SEAL PER ASTM C877
AT ALL JOINTS 2 118"
7t-i
- ] 4 PLACES r- 1 118
-J (NOT FOR I-IFTING) Lr ri ri i 1 114" Ill I I I, ,

LIFTING EYE LOCATION
TOP
@
DETAIL "A"
SEE DWG. CS1117 & CS11126 lDNGUE & GROOVE
5'-oV FOR FRAME &COVER
4 112" DETAILS 31-0" - 4
TYP. -- 7
DETAIL "A" =I
- 4" KNOCKOUTS
1 " WEBB THICKNESS
' 4" CONDUIT

TERMINATORS

CAST IN VAULT
SIDE END IN 8 PLACES AS INDICATED BY "T"
NOTES :

1. The splice box shall be precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, lO"x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor andlor vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

3. The excavation shall allow for the overall assembled height of the splice box plus added height of risers, manhole casting, frames, covers, and bedding materials. A minimum clearance of 6" around the side walls of the splice box is required for ease of installation. It shall be the contractors responsibility to verify excavation requirement with the vendor supplying the vault for each specific location.

4. The bedding materials shall consist of 3" to 6" of mechanically compacted Caltrans 314" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

5. The precast splice box shall be assembled by lowering each section into the excavation. The base section is lowered first, set level, firmly positioned and mastic sealant installed before placing intermediate and top sections. Care shall be taken to insure that the seal surfaces are clean and that the gasket material is properly placed.

6. Backfill shall consist of 314" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12 maximum lifts and mechanically compacted to 90% relative compaction.

Alternatively, slurry backfill per Page 61 1 .OO may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 Ibs. Ultimate, with a safety factor of two. (40,000 Ibs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 1 OF 1
r 7
REU
Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD
3'4" x 5~0"

PRIMARY SPLICE BOX
DES'REV I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

L ROICMH 1 08/01/89 1 a- 'kL \fi> 1 05/22112& CS1116 1
Packet Pg. 87
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

IDENTIFICATION
SEE DETAIL "C"
DWG. CS1114

REMOVABLE BEAMS
("I" BEAMS SHOWN

FOR REFERENCE

COVER BOLT DOWN
(TYP) SEE DETAIL "E"
DWG. CS1114
2-HOLES 911 6 DIA.
2-CORNERS
SEE DETAIL "C" IDENTIFICA-HON PLATE
DWG. CS1114 SEE DETAIL "C" DWG. CSI 114

GRADE ADJUSTING
BOLT, 4-CORNERS,
SEE DETAIL "B"
DWG. CS1114
4'-11 114" 4

SECTION X-X

FRAME ASSEMBLY

1. This cover shall only be used with REU approval in a full traffic area.

2. The frame and cover assembly shall meet dimension requirements as shown and design strength shall meet or exceed the latest edition of ASTM C 857 designation A-16 (AASHTO DESIGNATION HS 20-40) based on 16,0001bs. per wheel, 10"x2OW wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsib~lity of the contractor and/or vendor.

3. Covers shall be installed within an adjustable frame which shall have a minmum of three inches of adjustment. All steel shall be galvanized as per the latest revision of ASTM Spec. A-123, or shall be an epoxy non-skid sand finish.

4. Identification plate (one) shall be supplied and state "HIGH VOLTAGE" "R.E.U.". See Detail "C" on Drawing CS1114.

5. All groutiug of risers, covers, conduits or specific sections of splice box shall be the responsibility of the customer and/or contractor. Grout used between frame and splice box shall be suitable for full traffic loads and consistent with ASTM C 857 designation A-16 loading and shall be allowed to cure 24 hours before any load is applied. See Drawing CS1116 for 3'xS' splice box.

6. See Drawing CS1114 for construction and installation details.

7. All sections of a splice box must be permanently marked with the delivery date.

8. Removable beams shall have a 1" diameter hole in each end for lifting.

REDRAWN SHEET 1 OF 1
r 7
REU
Redding Electric Utility

ELECTRIC CONSTRUCTION STANDARD

FRAME & COVER ASSEMBLY - FULL TRAFFIC
3'-0" x 5'-0" PRIMARY SPLICE BOX
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /\I DWG. NO.

L ROIRLH 1 08/01/89 1 pi+- Y--\\ - I 05122112 a CS1117
0 Packet Pg. 88
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) PAGE
534.00
LIFTING EYE LOCATION, 4 PLACES
__ ]_._1 3/8"
~
FLUSH 7/8" DIA.

PULL IRONS
,---- APPLY MASTIC,
4 PLACES
TOP
6"TYP
· 1 i· 6'-6"
o-- LIFTING EYE

LOCATION
4 PLACES

KNOCKOUTS WITH
1"WEBB

THICKNESS
9" 6"
24 PLACES -$--$-
-$--$- : -$--$-
SIDE
NOTES:

SEE DWG. CS1119 FOR
1-l
2 1/4"
DETAIL "A"

TONGUE & GROOVE
FRAME & COVER 1 · "' I
--- DETAILS --
~,___......_~~~~~---;..~
4'-0"
SEE DETAIL "A"
END

PLASTIC OR ASPHALT
SEAL PER ASTM C877

AT ALL JOINTS
4" KNOCKOUTS
1" WEBB THICKNESS
24 PLACES
4" CONDUIT

TERMINATORS

CAST IN VAULT
IN 8 PLACES AS
INDICATED BY ''T"

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,000lbs per wheel, 1 O"x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

3. The excavation shall allow for the overall assembled height of the splice box plus added height of risers, manhole casting, frames, covers, and bedding materials. A minimum clearance of 6" around the side walls of the splice box is required for ease of installation. It shall be the contractors responsibility to verify excavation requirement with the vendor supplying the vault for each specific location.

4. The bedding materials shall consist of 3" to 6" of mechanically compacted Caltrans 3/4" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

5. The precast splice box shall be assembled by lowering each section into the excavation. The base section is lowered first, set level, firmly positioned and mastic sealant installed before placing intermediate and top sections.

Care shall be taken to insure that the seal surfaces are clean and that the gasket material is properly placed.

6. Backfill shall consist of 3/4" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12" maximum lifts and mechanically compacted to 90% relative compaction. Alternatively, slurry backfill per Page 611 .00 may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 lbs. Ultimate, with a safety factor of two. (40,000 lbs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

ADDED DIMENSION TO SIDE VIEW SHEET 1OF1
U DES/REV Redding Electric Utility /JCR

ELECTRIC CONSTRUCTION STANDARD
4'·0" x 6'-6"

PRIMARY ELECTRICAL VAULT

DATE RATIONS REVISED
08/01/89 09/1 5/20
DWG. NO.

CS1118
Packet Pg. 89
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

IDENTIFICATION PLATE
SEE DETAIL "C"
DWG. CS1114
2-HOLES 911 6 DIA.

SEE DETAIL "C"
DWG. CS1114
- COVER BOLT DOWN (TYP)
- REMOVABLE BEAMS
("I" BEAMS SHOWN

FOR REFERENCE ONLY)
SEE DETAIL "C" SUPPORT BRACKET GRADE ADJUSTING
DWG. CS1114 SEE DETAIL "D"
DWG. CS1114 BOLT, 4-CORNERS,
SEE DETAIL "6
DWG. CS1114
6-5 114"

SECTION X-X

FRAME ASSEMBLY

1. The frame and cover assembly shall meet dimension requirements as shown and design strength shall meet or exceed the latest edition of ASTM C 857 designation A-16 (AASHTO DESIGNATIOIV HS 20-40) based on 16,0001bs. per wheel, 10x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Covers shall be installed within an adjustable frame which shall have a minmum of three inches of adjustment. All steel shall be galvanized as per the latest revision of ASTM Spec. A-123, or shall be an epoxy non-skid sand finish.

3. Identification plate (one) shall be supplied and state "HIGH VOLTAGE" "R.E.U.". See Detail "C" on Drawing CS1114.

4. All grouting of risers, covers, conduits or specific sections of splice box shall be the responsibility of the customer and/or contractor. Grout used between frame and splice box shall be suitable for full traffic loads and consistent with ASTM C 857 designation A-16 loading and shall be allowed to cure 24 hours before any load is applied. See Drawing CS1118 for 4-0" x 6'-6" electrical vault.

5. See Drawing CS1114 for construction and installation details.

6. All sections of a splice box must be permanently marked with the delivery date.

7. Removable beams shall have a 1" diameter hole in each end for lifting.

REDRAWN SHEET 1 OF 1
P 7
REU
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD

FRAME & COVER ASSEMBLY
4'-0" x 6'-6" PRIMARY ELECTRIC VAULT
DESIREV I DATE I ASSISTANT DIRECTOR - DISTRIBUTION 1 REVISED DWG. NO.

ROIRLH 1 08/01/89 1 I 03/26/12& CS1119 ) V Packet Pg. 90 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) I1 I I I,
Ll J L Ll
- - - - * FLUSH 718" DIA. E
PAGE \
3/w
536.00
1 112"
2 314" APPLY MASTIC,

PLASTIC OR ASPHALT
SEAL PER ASTM C877

AT ALL JOINTS
2 114"
81 r-7 I 8 r 0 ri EF
DETAIL "A"
v,-

TOP TONGUE & GROOVE
SEE DWG. CS1121 & CS1129

FOR FRAME & COVER
v
y

DETAILS

LIFTING EYE
LOCATION "to *
7 - L - 3'

SIDE END
NOTES :

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, 1 O"x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

3. The excavation shall allow for the overall assembled height of the splice box plus added height of risers, manhole casting, frames, covers, and bedding materials. A minimum clearance of 6" around the side walls of the splice box is required for ease of installation. It shall be the contractors responsibility to verify excavation requirement with the vendor supplying the vault for each specific location.

4. The bedding materials shall consist of 3" to 6" of mechanically compacted Caltrans 314" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

5. The precast splice box shall be assembled by lowering each section into the excavation. The base section is lowered first, set level, firmly positioned and mastic sealant installed before placing intermediate and top sections. Care shall be taken to insure that the seal surfaces are clean and that the gasket material is properly placed.

6. Backfill shall consist of 314" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12" maximum lifts and mechanically compacted to 90% relative compaction.

Alternatively, slurry backfill per Page 61 1 .OO may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 Ibs. Llltimate, with a safety factor of two. (40,000 Ibs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 1 OF 1
4 PLACES
6" KNOCKOUTS
1 " WEBB THICKNESS
9" 6"-
;;od l6 >!::
r 7
REU
Redding Electric Utility
L A
v
--9@ io

ELECTRIC CONSTRUCTION STANDARD
4'+" X 8'4"

PRIMARY ELECTRIC VAULT
I DATE ( ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROIRLH 1 08/01/89 1 %. \C --p 1 07/12/12 CS1120 J
---00::
u
-;
-
2 (I
2 ,
COND.TERMlNATOR 4" TERM.

CAST IN VAULT ON
BOTH ENDS AS SHOWN. 6" TERM.
8-4" & 8-6" TOTAL QTY.

Packet Pg. 91
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) PAGE

IDENTIFICATION PLATE
SEE DETAIL "C"
DWG. CS1114
2-HOLES 911 6" DIA.
2-CORNERS
SEE DETAIL "C"
DWG. CS1114
- COVER BOLT DOWN (TYP)
SEE DETAIL "EM
- REMOVABLE BEAMS
("I" BEAMS SHOWN

FOR REFERENCE ONLY)

IDENTIFICATION PLATE
SEE DETAIL "C" SUPPORT BRACKET

TOP GRADE ADJUSTING
DWG. CS1114 SEE DETAIL "D" BOLT, 4-CORNERS,
DWG. CS1114 SEE DETAIL "B
DWG. CS1114
8'-3 314"

SECTION X-X

FRAME ASSEMBLY
110-TES:

1. This cover shall be used with REU approval in a traffic area.

2. The frame and cover assembly shall meet dimension requirements as shown and design strength shall meet or exceed the latest edition of ASTM C 857 designation A-16 (AASHTO DESIGNATION HS 20-40) based on 16,0001bs. per wheel, 1 O"x20" wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

3. Covers shall be installed within an adjustable frame which shall have a minmum of three inches of adjustment. All steel shall be galvanized as per the latest revision of ASTM Spec. A-123, or shall be an epoxy non-skid sand finish.

4. Identification plate (one) shall be supplied and state "HIGH VOLTAGE" "R.E.U.". See Detail "C" on Drawing CS1114.

5. All grouting of risers, covers, conduits or specific sections of splice box shall be the responsibility of the customer and/or contractor. Grout used between frame and splice box shall be suitable for full traffic loads and consistent with ASTM C 857 designation A-1 6 loading and shall be allowed to cure 24 hours before any load is applied. See Drawing CS1120 and CS1122 for primary electric vaults.

6. See Drawing CS1114 for construction and installation details.

7. All sections of a splice box must be permanently marked with the delivery date.

8. Removable beams shall have a 1" diameter hole in each end for lifting.

REDRAWN SHEET 1 OF 1
r 7
RE U
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD

FRAME & COVER ASSEMBLY - FULL TRAFFIC
4'-6" X 8'-6" & 6'-0"X 1 2'-0" ELECTRIC VAULTS
DES'REV I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED /U DWG. NO.

ROIRHL 1 08/01/89 1 ( 0512211 2 a CS1121 1
Packet Pg. 92
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) PAGE \
538.00
SEE DRAWING CS1121 FOR

COVER AND FRAME DETAILS
DETAIL "A"

TONGUE & GROOVE

KNOCKOUTS
6 CONDUIT

TERMINATORS

CAST IN VAULT
IN 16 PLACES AS
INDICATED BY "T"

INSTALL PLASTIC MASTIC
(SEE DETAIL "A") 5 FLUSH MOUNTED
718" PULLING IRONS
NOTES : (EACH END)

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, 1 O"x20 wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor andlor vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

3. The excavation shall allow for the overall assembled height of the splice box plus added height of risers, manhole casting, frames, covers, and bedding materials. A minimum clearance of 6 around the side walls of the splice box is required for ease of installation. It shall be the contractors responsibility to verify excavation requirement with the vendor supplying the vault for each specific location.

4. The bedding materials shall consist of 3" to 6 of mechanically compacted Caltrans 314 Class 2 aggregate per City of Redding Construction Standard Page 100.00.

5. The precast splice box shall be assembled by lowering each section into the excavation. The base section is lowered first, set level, firmly positioned and mastic sealant installed before placing intermediate and top sections. Care shall be taken to insure that the seal surfaces are clean and that the gasket material is properly placed.

6. Backfill shall consist of 314" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12" maximum lifts and mechanically compacted to 90% relative compaction.

Alternatively, slurry backfill per Page 61 1 .OO may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer andlor contractor.

8. See REU Drawing CS1114 for splice box construction and installation details.

9. Pull irons shall be designed for 20,000 Ibs. Ultimate, with a safety factor of two. (40,000 Ibs.)

10. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

11. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 1 OF 2
r T
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD
6'-0" X 12'-01'

PRIMARY ELECTRICAL VAULT
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROIRLH 1 08/01/89 1 -d--T+ 1 05122112 CS1122 / , Packet Pg. 93 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) PAGE \
538.01
SEE DRAWING CS1123 FOR

COVER AND FRAME DETAILS
DETAIL "A"

TONGUE & GROOVE

KNOCKOUTS
6 CONDUIT

TERMINATORS

CAST IN VAULT
IN 16 PLACES AS
INDICATED BY "T"

INSTALL PLASTIC MASTIC

SEALANT INCLUDED WITH
(SEE DETAIL "A") 5 FLUSH MOUNTED
718" PULI-ING IRONS
NOTES : (EACH END)

1. The splice box shall be poured in place or precast with dimensions as shown. Design strength shall meet or exceed the latest edition of ASTM C857 designation A-16 for (AASHTO DESIGNATION HS 20-44) based on 16,0001bs per wheel, 1OWx2O wheel load area and increased 30% for an impact factor. Proof of specification compliance shall be the responsibility of the contractor and/or vendor.

2. Two 518" ground rods shall be provided in the splice box per REU Drawing CS1115.

3. The excavation shall allow for the overall assembled height of the splice box plus added height of risers, manhole casting, frames, covers, and bedding materials. A minimum clearance of 6" around the side walls of the splice box is required for ease of installation. It shall be the contractors responsibility to verify excavation requirement with the vendor supplying the vault for each specific location.

4. The bedding materials shall consist of 3" to 6 of mechanically compacted Caltrans 314" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

5. The precast splice box shall be assembled by lowering each section into the excavation. The base section is lowered first, set level, firmly positioned and mastic sealant installed before placing intermediate and top sections. Care shall be taken to insure that the seal surfaces are clean and that the gasket material is properly placed.

6. Backfill shall consist of 314" Caltrans Class 2 aggregate. Backfilling shall not commence until splice box is completely assembled. Backfilling shall be installed in 12" maximum lifts and mechanically compacted to 90% relative compaction.

Alternatively, slurry backfill per Page 61 1.00 may be used with no compaction required.

7. All grouting of risers, covers, conduits or specified sections of splice boxes shall be the responsibility of the customer and/or contractor.

8. Pull irons shall be designed for 20,000 Ibs. Ultimate, with a safety factor of two. (40,000 Ibs.)

9. All extensions shall be provided with four lifting eyes or other approved lifting means. Each lifting attachment point shall be capable of lifting the total extension weight plus 150%.

10. All sections of a splice box shall be permanently marked with delivery date.

REDRAWN SHEET 2 OF 2
r T
ReU
Redding Electric Utility
L A

ELECTRIC CONSTRUCTION STANDARD
6'-0" X 12'-OW

PRIMARY ELECTRICAL VALILT
I DATE I ASSISTANT DIRECTOR - DISTRIBUTION I REVISED DWG. NO.

ROIRLH 1 08/01/89 1 "1-5. \C-+ 1 05/22/12 CS1122 - Packet Pg. 94 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) 0 .. - ·:-·· .. : ~ .
x
1/2" PENTHEAD BOLT ~1
· .. . ~· .·· ·. ,; ·. __ __ ,_ .
. . · . . . ~ . .-.-.

NOTE3

PLAN VIEW
r o® ~o '.J
1~'~~~~~~~1----+-~~> ,_ z _,

SIDE VIEW

DIMENSION TABLE
PRIMARY u v w x y z VAULT
3'X5' 4" 7 5/8" 40 13/16" 70 3/8" 35" 58 3/4"
4'-0" x 6'-6" 4" 8 5/8" 52 7/8" 86 3/4" 47 1/8" 75 3/4" 4'-6" x 8'-6" 4" 8 9/16" 59 3/8" 110 3/4" 53" 99 7/8"
NOTES
PAGE
540.00
\ -SEE DETAIL
V "B" - SHEET 2
>-

END VIEW

PUBLIC REU WORKS STANDARDS STANDARDS
(NOTE 5) (NOTE 5)
532 CS1116
534 CS1118
536 CS1120

1. The frame and cover assembly shall meet dimension requirements as shown and design strength shall meet or exceed the latest edition of ASTM C-857 (AASHTO H1 O Standards) based on 8000 lbs. per wheel, 1 O"x10" wheel load area.

Proof of specification compliance shall be responsibility of the contractor and/or vendor.

2. Covers shall be installed within an adjustable frame which shall have a minimum of three inches of adjustment. All steel shall be galvanized as per the latest revision of ASTM Spec. A-123, or shall be an epoxy non-skid sand finish.

3. All covers shall have four locations for nameplates. One shall be supplied and state; "HIGH VOLTAGE" "R.E.U."

4. All grouting of risers, covers, conduits or specific sections of splice box shall be the responsibility of the customer and/or contractor. Grout used between frame and splice box shall be suitable for full traffic loads and consistent with ASTM C-857 designation A-16 loading and shall be allowed to cure 24 hours before any load is applied.

5. See referenced standards for associated vaults.

6. For use in sidewalks, paved and unpaved pedestrian areas, and any other area subject to occasional vehicle traffic.

7. All covers shall be torsion assist and have a R.E.U. approved skid resistant surface, hold open latches, Camlock bolt-down, and clear opening.

R
City of Redding
Electric Utlllty
UPDATED DIMENSION TABLE SHEET 1 OF2

ELECTRIC CONSTRUCTION STANDARD

ALUMINUM QUICK RELEASE COVER ASSEMBLY

INCIDENTAL TRAFFIC PRIMARY SPLICE BOX
DES/REV DATE REVISED DWG. NO.

RLH/JCR 07/19/07 08/11/21 CS1126 Packet Pg. 95
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

DETAIL A

GRADE ADJUSTING BOLT

SKID RESISTANT

SURFACE

DETAIL B
SEE DETAIL "C"

THIS PAGE

GRADE ADJUSTING FEATURE

UPDATED CAD STANDARDS
SEE DETAIL "A"

THIS PAGE
PAGE
540.01

CAMLOCK

BOLT-DOWN

HOLD OPEN

LATCH AND

TORSION
ASSIST.

ISOMETRIC VIEW

DETAIL C

ADJUSTMENT BOLT

SUPPORT BRACKET
SHEET 2 OF2

ELECTRIC CONSTRUCTION STANDARD
Redding Electric
U Utility

ALUMINUM QUICK RELEASE COVER ASSEMBLY

INCIDENTAL TRAFFIC PRIMARY SPLICE BOX
DES/REV DATE PE RATIONS DWG. NO.

RLH/JCR 07/19/07 CS1126
Packet Pg. 96
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

1. Purpose
This standard provides installation requirements for a 200A padmount sectionalizing enclosure designed to be mounted on a 3' x 5' primary splice box.

2. Applicable Vault or Pad Types

2.1 The enclosure shall be mounted on a standard 3' x 5' primary splice box (per CS1116).

2.2 Developers providing the pad must follow utility-approved dimensions and reinforcement guidelines detailed in this standard..

2.3 This pad design is compatible with both E750.00 (Trinetics) and E750.01 (Madruga Ironworks) sectionalizing enclosures.

3. Installation Details

3.1 The sectionalizing enclosure shall be secured onto a reinforced concrete pad, designed to overhang the vault by minimums of:

3.1.1 5 1/2" at the back

3.1.2 1 1/2" on the front and sides

3.2 The primary opening shall be 12" x 52".

3.3 The access opening shall be 18" x 60", flush with the inside of the vault.

3.4 The enclosure pad shall include two-piece diamond plate covers flush with the top surface of the pad. The covers should have tamper proof provisions and marked "R.E.U. HIGH VOLTAGE".

3.5 See Sheet 3, Angled Frame Detail, for frame reinforcement and anchor bolt placements.

4. Clearance Requirements

4.1 Minimum 3' clearance on all sides of the enclosure for access.

4.2 Vault access cover clearance shall be maintained per standard spacing in CS1116.

4.3 Enclosure shall be set 2" above final grade to prevent water intrusion.

5. Bill of Material (Contractor-Furnished)

6. Notes

6.1 This design is compatible with both legacy and new enclosure styles.

6.2 If an alternative pad design is proposed, it must be reviewed and approved by REU T&D Engineering.

6.3 For cable training, grounding, enclosure assembly, and all REU-furnished equipment — including the sectionalizing enclosure, 15kV junctions, and cabinet extensions — refer to Standard CS1197. These components are furnished by REU, are not included in this standard's Bill of Materials, and are shown for reference only.

6.4 All backfill, bedding, and base prep materials shall contain 6" of mechanically compacted Caltrans 3/4" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

Item Quantity Description COR Stock Number
1 1 Pad and Cover, Primary Splice Box, 3' x 5' E792.00
2 1 Vault, Primary, 3' x 5' E792.05
WCH 10/17/25 CS1132
SHEET 1 OF 5
0 NEW SHEET
PAGE
542.00
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
200-AMP SECTIONALIZING ENCLOSURES
FOR 3' x 5' VAULTS
Packet Pg. 97
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) CBG/WCH 09/07/10 CS1132
SHEET 2 OF 5
5 ORIGINALLY SHEET 1 CHANGED TO SHEET 2
PAGE
542.01
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
10/17/25
200-AMP SECTIONALIZING ENCLOSURES
FOR 3' x 5' VAULTS
COVER
52"
10"
12"
12"
4"
4"
4"
72"
50"
ANGLE
FRAME
VAULT
36"

ACCESS OPENING
1 2
42"
60"
1 1/2"
MIN.
5 1/2"
MIN.

Packet Pg. 98
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

ANGLED FRAME DETAIL

COVER DETAIL
31 3/4" 31 3/4"
16 1/2" 17 1/4"
21 1/2" 17 3/4"
13"
1"
11 3/4"
13"
64 1/4"
22 1/4"
60 1/4"
18 1/4"
5" - #4 REBAR
2 PIECE,
1/4" FLOOR
PLATE
1/4" X 1 1/2" FLAT BAR

WELDED TO UNDERSIDE OF
PLATE
1/2" X 2" SLOT FOR

LID REMOVAL
(2 PER PLATE)

PENTA HEAD

REU BOLT
1/4" X 1 1/2" ANGLE SUPPORT,
ATTACHED TO 1 LID,
SUPPORTING BOTH, 20" LONG
3 @ 19 1/2"
2 @ 17 1/4"
2 @ 17 3/4"
2 @ 16 1/2"
4 @ 13"
MARK "R.E.U. HIGH VOLTAGE" ON LID TOP
2" X 2" X 1/4"

ANGLE FRAME

SPRING NUT

IN UNISTRUT
CBG/WCH 09/07/10 CS1132
SHEET 3 OF 5
4 ORIGINALLY SHEET 2, CHANGED TO SHEET 3
PAGE
542.02
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
10/17/25
200-AMP SECTIONALIZING ENCLOSURES
FOR 3' x 5' VAULTS
Packet Pg. 99
Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) FRONT VIEW (E750.01)
60"
JUNCTION, 15KV,
200 A, 4-POSITION
(UTILITY SUPPLIED)
FRONT VIEW (E750.00) SIDE VIEW (E750.00)
CBG/WCH 09/07/10 CS1132
SHEET 4 OF 5
3 ORIGINALLY SHEET 3, CHANGED TO SHEET 4, ADDED E750.01 DIAGRAMS PAGE
542.03
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
10/17/25
200-AMP SECTIONALIZING ENCLOSURES
FOR 3' x 5' VAULTS
Packet Pg. 100 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

FINAL GRADE
SET PAD 2" ABOVE

FINAL GRADE
SIDE VIEW (E750.01)
24"
48"

PLAN BACK EDGE OF SIDEWALK

CLEARANCE
AREA
3' MIN. VAULT ACCESS
COVER
3' MIN.

SECTIONALIZING

ENCLOSURE
3' MIN.

PLACE FRONT OF

PAD PARALLEL

WITH SIDEWALK
8' MIN. STREET SIDE EDGE OF SIDEWALK

PAD WITH STANDARD
3'X5' VAULT BELOW
(NOT SHOWN)

SECTIONALIZING

ENCLOSURE
(REFERENCE ONLY)

SECTIONALIZING

ENCLOSURE
CBG/WCH 08/06/24 CS1132
SHEET 5 OF 5
1 UPDATED
PAGE
542.04
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
10/17/25
200-AMP SECTIONALIZING ENCLOSURES
FOR 3' x 5' VAULTS
Packet Pg. 101 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) HIGH VOLTAGE R.E.U.

1. Purpose
This standard applies to the installation of 36"x60" flush-mount aluminum frame and cover assemblies for retrofit on existing 3' x 5' vaults with drag-off lids.

2. Installation Details

2.1 Units are to be installed in areas subject to light incidental vehicle loading only (e.g., sidewalks, alleys, or access roads), not rated for street or heavy traffic. Unit has AASHTO H10 capacity for vehicles with a single axle load of 16,000 lbs.

2.2 Use the 1" diameter holes in the side bars of the cover assembly to assist in field setting and alignment.

2.3 Secure the frame to the vault using at least four 1/2" diameter concrete wedge anchors.

2.4 Ensure the GIS facility ID number is affixed and visible beneath the clear plastic nameplate window.

2.5 After installation, confirm that the cover opens freely, latches securely, and the hold-open arms engage properly.

2.6 Ensure the vault cover frame is set flush with the surrounding surface (e.g., sidewalk, alley, or access road). The gap between the frame and adjacent surface material shall not exceed 3/8" at any point to prevent trip hazards and ensure a clean, secure fit.

3. Notes
REU approved Part No. REDDING-ALUM 3660 FLUSH MOUNT H10 manufactured by Madruga Iron Works, INC.

ITEM QUANTITY DESCRIPTION STOCK NUMBER
1 1 Vault Cover, Retrofit, Flush-Mount, 3' x 5' E792.09 2 4 Anchor, Wedge, 1/2", Size as Req. -
WCH 09/09/25 CS1134
SHEET 1 OF 1
0 NEW DRAWING
UPB35-2
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
3' X 5' FLUSH-MOUNT VAULT COVER RETROFIT
SEE 2.4
Packet Pg. 102 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

1. Purpose
This standard provides installation requirements for a 200A padmount sectionalizing enclosure designed for direct placement on the primary splice pad detailed above a 4E or 3E electrical pull box.

2. Applicable Vault or Pad Types

2.1 The enclosure shall be mounted on a 4E concrete electrical pull box (per CS1110).

2.2 Developers providing the pad must follow utility-approved dimensions and reinforcement guidelines detailed in this standard.

2.3 This pad design is compatible with E750.01 (Madruga Ironworks) sectionalizing enclosures.

3. Installation Details

3.1 The enclosure base must be flush with the pad surface, ensuring secure anchor bolt placement.

3.2 The primary opening shall be 46" x 14".

3.3 The cabinet shall be installed parallel to sidewalks or roadways, with front clearance as specified.

3.4 Final pad height shall be set 2" above grade.

3.5 One 3/4" x 12' ground rod shall be installed in the location shown.

4. Clearance Requirements
· Minimum 3' clearance on all sides of the enclosure for access. · Cable entry clearance shall follow standard spacing as detailed in Sheet 6.

5. Bill of Materials (Contractor-Furnished)

6. Notes

6.1 This standard is intended for newer enclosure models, but remains backward-compatible with existing installations.

6.2 If an alternative pad design is proposed, it must be reviewed and approved by REU T&D Engineering.

6.3 For cable training, grounding, enclosure assembly, and all REU-furnished equipment—including the sectionalizing enclosure, 15kV junctions, and cabinet extensions—refer to Standard CS1197. These components are furnished by REU, are not included in this standard's Bill of Materials, and are shown for reference only.

6.4 All backfill, bedding, and base prep materials shall contain 6" of mechanically compacted Caltrans 3/4" Class 2 aggregate per City of Redding Construction Standard Page 100.00.

6.5 All conduit terminations shall be fitted with a manufactured end bell to protect cable insulation from abrasion.

Item Quantity Description COR Stock Number
1 1 Pad, Primary Splice, 6' x 3' E792.01
2 1 Box, Primary, 4E E792.04
3 1 Rod, Ground, 3/4" x 12' E384.01
4 4 Conduit, Primary, 4" E381.08
WCH 10/21/25 CS1135
SHEET 1 OF 4
0 NEW STANDARD
PAGE
542.10
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
200-AMP SECTIONALIZING
ENCLOSURES FOR 4E BOXES
Packet Pg. 103 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

PAD SIDE VIEW
6"
13" 46" 13"
72"
1 72"
26 7/8" 26 7/8"

CONCRETE

ANCHOR BOLT

LOCATIONS
36 3/4"
8 1/2"
14"
14 1/4"
7 5/16"
46"

CABINET - FOR

REFERENCE ONLY
18 3/8"
36"

PAD PLAN VIEW
WCH 10/21/25 CS1135
SHEET 2 OF 4
0 NEW STANDARD
PAGE
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
542.11
200-AMP SECTIONALIZING
ENCLOSURES FOR 4E BOXES
Packet Pg. 104 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

ELEVATION VIEW
JUNCTION, 15KV,
200 A, 4-POSITION
(UTILITY SUPPLIED)
CL
4E PLAN VIEW

GROUND ROD
3 4
CL
WCH 10/21/25 CS1135
SHEET 3 OF 4
0 NEW STANDARD
PAGE
542.12
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
200-AMP SECTIONALIZING
ENCLOSURES FOR 4E BOXES
3"
4"
6"
Packet Pg. 105 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

PLAN BACK EDGE OF SIDEWALK

FINAL GRADE
SET PAD 2" ABOVE

FINAL GRADE

CLEARANCE
AREA
3' MIN.
3' MIN.

SECTIONALIZING

ENCLOSURE
3' MIN.

PLACE FRONT OF

PAD PARALLEL

WITH SIDEWALK
8' MIN.

PAD DETAIL
6"
72"
36 3/4"

CABINET FOR

REFERENCE

ONLY STREET SIDE EDGE OF SIDEWALK
SIDE VIEW (E750.01)
24"
48"
WCH 10/21/25 CS1135
SHEET 4 OF 4
0 NEW STANDARD
PAGE
542.13
DES/REV DATE REVISED DWG. NO.

ELECTRIC CONSTRUCTION STANDARD

ELECTRIC MANAGER - ENGINEERING
200-AMP SECTIONALIZING
ENCLOSURES FOR 4E BOXES
Packet Pg. 106 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

BID PROPOSAL FORM

UNDERGROUND VAULT STRUCTURES, LIDS, PADS, AND COVER ASSEMBLIES (Bid Schedule No. 5694)
To: The City of Redding
Jennifer Antunes, Purchasing Officer
Date _____________________________
The undersigned ___________________________________________ (Corporate Name of Bidder) agrees to furnish to the City of Redding, California at the prices quoted below, in accordance with the General and Technical Specifications and Terms and Conditions on file in the office of the Purchasing Division of the City of Redding, a copy of which is attached hereto and is hereby made part of this Proposal:

NET DELIVERED EVALUATED TOTAL: $________________________ *Estimate Quantity represents estimated annual usage and does not constitute a guaranteed purchase commitment.

Unit prices shall prevail in determining evaluated totals. Bidders may submit pricing for any combination of groups; the City reserves the right to make separate awards by group.

The prices quoted herein are firm for the first year of the contract. The City reserves the right to reject any or all bids and to waive minor irregularities. The City reserves the right to investigate references and information provided by bidder to substantiate the bid submission.

The Bidder hereby acknowledges that Addenda Nos. ________, _________, _________, to this bid have been received, if any (Bidder insert Addendum No. of each Addendum received). Bidder understands failure to acknowledge any addenda issued may cause the bid to be considered non-responsive. Vendor may contact the Purchasing Division to confirm the number of addenda (if any) that have been sent.

Submission of this bid shall be conclusive evidence that the bidder has read and understands the specifications. It is understood that any quantities referred to are estimates only, and there is no commitment on the part of the City to purchase a specific quantity of any item.

The materials to be furnished under this proposal will be delivered at such time and in such quantities as called for by the City of Redding and the Contract Period shall be from Award of Bid through June 30, 2027. If mutually agreeable, with all prices, terms and conditions remaining the same, this Contract may be extended annually through June 30, 2029.

It is understood that this bid shall remain open and shall not be withdrawn for a period of sixty (60) days from the date prescribed for the opening of the bid.

Packet Pg. 107 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Respectfully submitted,
________________________________ _______________________________________ Mailing Address Corporation Name of Bidder
________________________________ _______________________________________ City, State and Zip Signature
/ _______________________________________
Telephone/Fax Print Name & Title
________________________________
Email
Packet Pg. 108 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Item Est. Qty Unit Description REU
Standards
Unit Price
w/o tax Evaluated Price
A-1 16 EA
7'x9' Underground Switch
Vault Body, precast concrete,
per CS0428 CS0428
$ - $ -
A-2 16 EA
3'x5' Primary Splice Box Vault
Body, precast concrete, per
CS1116 CS1116
$ - $ -
A-3 10 EA
4'x6'6" Primary Electrical
Vault Body, precast concrete,
per CS1118 CS1118
$ - $ -
A-4 20 EA
4'6"x8'6" Primary Electrical
Vault Body, precast concrete,
per CS1120 CS1120
$ - $ -
A-5 8 EA
6'x12' Primary Electrical Vault
Body, precast concrete, per
CS1122 CS1122
$ - $ -
A-6 20 EA
2E Concrete Electrical Pull
Box, per CS1110. Approved:

Cook Concrete #2.0 BOX, or
Owner-approved equal with
prior written REU Engineering
approval.

CS1110
$ - $ -
A-7 20 EA
3E Concrete Electrical Pull
Box, per CS1110. Approved:

Cook Concrete #3.0 BOX or
Christy Concrete N40 BOX, or
Owner-approved equal with
prior written REU Engineering
approval. CS1110
$ - $ -
A-8 20 EA
4E Concrete Electrical Pull
Box, per CS1110. Approved:

Cook Concrete #4.0 BOX, or
Owner-approved equal with
prior written REU Engineering
approval. CS1110
$ - $ -
City of Redding Bid 5694 - Proposal Spreadsheet -Attachment A

BID GROUP A

PRECAST CONCRETE VAULT BODIES AND PULL BOXES
Packet Pg. 109 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) A-9 20 EA
2E Pull Box - Top Ring Only,
precast concrete, per CS1110.

Approved: Cook Concrete (top
ring), or Owner-approved
equal. CS1110
$ - $ -
A-10 20 EA
3E Pull Box - Top Ring Only,
precast concrete, per CS1110.

Approved: Cook Concrete or
Christy Concrete (top ring), or
Owner-approved equal.

CS1110
$ - $ -
A-11 20 EA
4E Pull Box - Top Ring Only,
precast concrete, per CS1110.

Approved: Cook Concrete (top
ring), or Owner-approved
equal. CS1110
$ - $ -
A-12 10 EA
2E Pull Box - Bottom Ring
Only, precast concrete, per
CS1110. Approved: Cook
Concrete (bottom ring), or
Owner-approved equal.

CS1110
$ - $ -
A-13 10 EA
3E Pull Box - Bottom Ring
Only, precast concrete, per
CS1110. Approved: Cook
Concrete or Christy Concrete
(bottom ring), or Ownerapproved equal.

CS1110
$ - $ -
A-14 10 EA
4E Pull Box - Bottom Ring
Only, precast concrete, per
CS1110. Approved: Cook
Concrete (bottom ring), or
Owner-approved equal.

CS1110
$ - $ -
$ -
Item Est. Qty Unit Description REU
Standards
Unit Price
w/o tax Evaluated Price
B-1 16 EA
7'x9' Switch Vault Concrete
Lid with Two Piece Diamond
Plate Cover Incidental-Traffic
rated, to fit Item A-1, per
CS0428.

CS0428
$ - $ -

BID GROUP A EVALUATED SUBTOTAL (W/O TAX)

BID GROUP B

PRECAST CONCRETE PADS, VAULT LIDS, AND PULL BOX LIDS
Packet Pg. 110 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) B-2 20 EA 200A Sectionalizing Enclosure
Pad and Cover Assembly -
3'x5' Vault, per CS1132. CS1132
$ - $ -
B-3 20 EA
200A Sectionalizing Enclosure
Pad to fit item A-8, per
CS1135. CS1135
$ - $ -
B-4 20 EA
2E Pull Box Lid - Concrete
(non-traffic), to fit Item A-6,
per CS1110. Approved: Cook
Concrete #2.0 LID, or Ownerapproved equal.

CS1110
$ - $ -
B-5 20 EA
3E Pull Box Lid - Concrete
(non-traffic), to fit Item A-7,
per CS1110. Approved: Cook
Concrete #3.0 LID or Christy
Concrete N40T, or Ownerapproved equal. CS1110
$ - $ -
B-6 20 EA
4E Pull Box Lid - Concrete
(non-traffic), to fit Item A-8,
per CS1110. Approved: Cook
Concrete #4.0 LID, or Ownerapproved equal.

CS1110
$ - $ -
B-7 10 EA 2E Pull Box Lid - Diamond
Plate Steel (non-traffic), to fit
Item A-6, per CS1110. CS1110
$ - $ -
B-8 10 EA 3E Pull Box Lid - Diamond
Plate Steel (non-traffic), to fit
Item A-7, per CS1110. CS1110
$ - $ -
B-9 10 EA
4E Pull Box Lid - Diamond
Plate Steel (non-traffic), to fit
Item A-8, per CS1110.

CS1110
$ - $ -
B-10 20 EA Single-Phase Transformer Pad,
per CS330 CS0330
$ - $ -
B-11 20 EA Three-Phase Transformer Pad,
per CS331 CS0331
$ - $ -
BID GROUP B EVALUATED SUBTOTAL (W/O TAX) $
-
Packet Pg. 111 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Item Est. Qty Unit Description REU
Standards
Unit Price
w/o tax Evaluated Price
C-1 30 EA
3'x5' Aluminum Quick-Release
Lid, incidental traffic, to fit
Item A-2, per CS1126
CS1126
$ - $ -
C-2 30 EA 4'x6'6" Aluminum QuickRelease Lid, incidental traffic, to fit Item A-3, per CS1126 CS1126
$ - $ -
C-3 30 EA 4'6"x8'6" Aluminum QuickRelease Lid, incidental traffic, to fit Item A-4, per CS1126 CS1126
$ - $ -
C-4 40 EA
3'x5' Flush-Mount Vault Cover
Retrofit Assembly, Aluminum,
per CS1134. Approved:

Madruga Iron Works
REDDING-ALUM 3660
FLUSH MOUNT H10, or
Owner-approved equal.

CS1134
$ - $ -
$ -
Item Est. Qty Unit Description REU
Standards
Unit Price
w/o tax Evaluated Price
D-1 16 EA
Frame and Cover Assembly,
Full Traffic, 3'x5' Primary
Splice Box, per CS1117 CS1117
$ - $ -
D-2 10 EA Frame and Cover Assembly,
Full Traffic, 4'x6'6" Primary
Electrical Vault, per CS1119 CS1119
$ - $ -
D-3 10 EA
Frame and Cover Assembly,
Full Traffic, 4'6"x8'6" and
6'x12' Electric Vaults, per
CS1121 CS1121
$ - $ -
FULL - TRAFFIC FRAME AND COVER ASSEMBLIES - CS1117 / CS1119 / CS1121 / CS1110

BID GROUP C
ALUMINUM QUICK-RELEASE COVERS AND LIDS - Incidental Traffic (CS1126 / CS1134)

BID GROUP C EVALUATED SUBTOTAL (W/O TAX)

BID GROUP D
Packet Pg. 112 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) D-4 15 EA
Traffic-Rated 2E Pull Box
Cover Assembly, to fit Item A6 per CS1110 Sheet 2.

Approved Christy B2436-52JH
/ B2436x12, Oldcastle
Enclosures; prior written REU
Engineering approval required
for any alternate. CS1110
$ - $ -
D-5 15 EA Traffic-Rated 3E Pull Box
Cover Assembly, to fit Item A7 per CS1110 Sheet 2. CS1110 $ - $ -
D-6 15 EA
Traffic-Rated 4E Pull Box
Cover Assembly, to fit Item A8 per CS1110 Sheet 2.

CS1110
$ - $ -
$ -
Item Est. Qty Unit Description REU
Standards
Unit Price
w/o tax Evaluated Price
E-1 4 HR
Job Site Delivery Standby
Time - Hourly rate per hour (or
fraction thereof) beyond the
first 30 minutes on-site.

Applicable to job site deliveries
only. Rate includes driver and
vehicle. *Note if delivery is
taxable.
$ - $ -
$ -
$ -
$ -
NET DELIVERED EVALUATED TOTAL $ -
*Estimate Quantity represents estimated annual usage and does not constitute a guaranteed purchase commitment.

Unit prices shall prevail in determining evaluated totals. Bidders may submit pricing for any combination of groups; the City reserves the right to make separate awards by group.

BID GROUP D EVALUATED SUBTOTAL (W/O TAX)

BID GROUP E

SERVICES
SUBTOTAL ( Groups A-E, w/o Tax)

BID GROUP E EVALUATED SUBTOTAL
Sales Tax (7.25%)
Packet Pg. 113 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Note: Attached spreadsheet is for reference only.

Please fill out the fillable excel spreadsheet posted to the city website and submit with your bid form.
https://www.cityofredding.gov/government/department
s/purchasing/bid_opportunities.php
Packet Pg. 114 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

PRODUCT INFORMATION STATEMENT (PIS)
Bid Schedule No. 5694
IMPORTANT: The following information and data must be submitted with the bid. Failure to include this information may result in the bid being considered non-responsive.

The Bidder's Proposal for the materials specified in the attached Technical Specifications shall contain the following information as a minimum. If additional space is required, references may be given indicating specifically where in the Proposal the required information may be found.

A. GENERAL INFORMATION

1. Any and all exceptions to the attached Specifications must be listed individually and accompany the Proposal.

If there are no exceptions, the words "No Exceptions" must be written below. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________

2. Concise information on any alternate construction or substitution being proposed by the manufacturer. ___________________________________________________________________________________________ ___________________________________________________________________________________________

3. Lead time required from placement of purchase order to delivery (include production and shipping time):

Group A (Precast Vault Bodies): _______ calendar days
Group B (Precast Concrete Pads, Lids, and Covers): _______ calendar days Group C (Aluminum Quick-Release Lids): _______ calendar days Group D (Traffic Frame & Cover Assemblies): _______ calendar days

4. The vendor is encouraged to provide suggestions as to what procedures are available to reduce delivery lead times, with no change to the terms and conditions:
________________________________________________________________________________________ ________________________________________________________________________________________

5. Statement of Qualifications:
a. Number of years in business in the United States. ______ Yrs. b. Number of years manufacturing products of the type and size specified. ______ Yrs. c. Country where products are manufactured: __________________________________________. d. Location of manufacturing facility: __________________________________________. e. A list of five (5) utilities, municipalities, or bidders in the United States to which the manufacturer has supplied products similar in type and size to those specified:

Company / Agency Contact Person Email Telephone
Packet Pg. 115 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) B. PRODUCT DATA

1. Complete description of general design, rating data, and catalog information of materials being proposed. ___________________________________________________________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________

2. Dimensional outline drawing or catalog cut sheet for each bid item (attach). ___________________________________________________________________________________________ ___________________________________________________________________________________________

3. The brand name and specification of concrete mix design for precast items (Groups A and B). ___________________________________________________________________________________________ ___________________________________________________________________________________________ C. DELIVERY CAPABILITY
Bidder has delivery capability available for the following locations (check all that apply):

1. ☐ Warehouse delivery - 20055 Viking Way, Redding, CA (available for Groups C, D, E)

2. ☐ Job site delivery within REU service territory (available for Groups A, B)

3. ☐ Job site delivery with placement into prepared excavation (available for Groups A, B) Packet Pg. 116 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) This solicitation includes the following:

1. General Specifications

2. Technical Specifications

3. Reference Drawings

4. Bid Proposal Form

5. Proposal Spreadsheet – Attachment A

6. Product Information Statement (PIS)

7. General Terms and Conditions

8. Insurance Requirements
The Bid Submittal may be considered non-responsive if the following information is not provided or does not meet requirements:

1. Total Evaluated Price is not provided for each bid item.

2. Unit price is omitted for any bid item within a group the Bidder has elected to bid.

3. Manufacturer's brand name or product number is not identified for each group bid.

4. Addendum number(s) received are not acknowledged (if applicable).

5. Original Bid is not signed in ink.

6. Bidder fails to write "No Exceptions" or list all exceptions on the Product Information Statement (PIS).

7. Bidder’s product does not meet minimum structural, dimensional, and materials requirements of the Technical Specifications.

8. Bidder cannot demonstrate at least five (5) years of manufacturing experience in the product category bid.

9. Bidder does not complete Product Information Statement (PIS).

10. Include a copy of Bidder’s W-9
Packet Pg. 117 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) General Conditions - No Bonds – Rev. 02/24/2025 Page 1

CITY OF REDDING

NOTICE INVITING BIDS

GENERAL CONDITIONS

1. DEFINITIONS:

In these specifications the word "City," means the City of Redding, California.

The term "Bidder" or “Vendor”, means the person, firm, or corporation submitting a bid on these specifications or on any part thereof.

The term "Contractor," means the person, firm, or corporation with whom the Contract is made by said City, or the agent or legal representative who may be appointed to represent such party, firm, or corporation in the execution of this Contract.

The term "Engineer," means the City Engineer of the City of Redding, acting either directly or through his personally appointed agents, such agents acting severally within the scope of the specific duties entrusted to them.

2. PROPOSALS:

Bids, to receive consideration, shall be made in accordance with the following instructions:
(a) Bids shall be made as indicated on the forms contained in the documents attached hereto and entitled "BID," properly executed in BLUE INK, with all blank spaces filled in. The signatures of all persons signing the bid shall be in longhand. The original completed Bid Form shall be without alterations or erasures. Additional information may be submitted by the bidder on a separate sheet. (b) Before submitting a bid, bidders should read the Specifications carefully and should inform themselves completely as to all existing conditions and limitations. The bid shall include the cost of all items necessary to complete the Contract. (c) Each proposal, along with the required number of copies of proposal, shall be enclosed in a sealed envelope addressed to the City Clerk of the City of Redding, City Hall, Redding, California 96001. The outside of the envelope shall be plainly marked with Bidder's name and address and the Bid Schedule Number. (d) All bids received after the scheduled closing time for receipt of bids shall NOT be accepted or considered and shall be returned to the bidder unopened.

3. WITHDRAWAL OF BID:

Any bidder may withdraw his bid, either personally or by written request, at any time prior to the scheduled closing time for receipt of bids. Written request shall be address to the City Clerk.

Packet Pg. 118 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) General Conditions - No Bonds – Rev. 02/24/2025 Page 2

4. INTERPRETATION:

If a prospective bidder is in doubt as to the true meaning of any part of the "Notice Inviting Bids," "General Conditions," or the "Specifications," or finds discrepancies in or omissions in the same, he may submit to the City a written request for an interpretation or a correction thereof. Any interpretations or corrections of the proposed documents will be made only by addendum mailed or delivered to each person receiving a set of such documents. Such addendum shall be considered as part of the Contract.

5. AWARD OF CONTRACT OR REJECTION OF BIDS:

The Contract will be awarded within sixty (60) calendar days after the opening of bids. The City, however, reserves the right: (1) to award bids received on the basis of individual items, or groups of items, or on the entire list of items unless this right is denied by the Bidder in its bid; (2) to reject any or all bids, or any part thereof; (3) to waive any informality in bids; and (4) to accept the bid that is in the best interest of the City. The City’s decision shall be final. (a) The award of the contract, if it is awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. If the lowest responsible bidder refuses or fails to execute the contract, the City may award the contract to the second lowest responsible bidder. If the second lowest responsible bidder refuses or fails to execute the contract, the City may award the contract to the third lowest responsible bidder. If award can not be made within 60 calendar days from the opening of bids an extension period may be granted to keep the Bid open, upon written agreement between the City and concerned bidder. (b) Execution of Contract
Upon the City’s approval of all submittals, the contract (purchase order) shall be executed by the City. At the City’s sole discretion, a requirement for the bidder to countersign the purchase order may be required, and be returned to the City within 10 business days.

6. ASSIGNMENT OF CONTRACT:

No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized by the City unless such assignment has had the prior approval of the said City.

7. QUALIFICATIONS OF BIDDER:

Only manufacturers or contractors of established reputations, or their duly authorized dealers or agent, having proper facilities for the manufacture of the materials or equipment and for servicing same, or for proper execution of the work called for in the Specifications, will be considered in making the award.

The bidder shall furnish proof that he has in operation material similar in size and operating characteristics to the material he proposes to furnish herein.

Packet Pg. 119 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) General Conditions - No Bonds – Rev. 02/24/2025 Page 3

8. ERRORS AND OMISSIONS:

The Contractor will not be allowed to take advantage of any error or omission in the Specifications or in the "Contractor's Specifications." Full instructions will always be given when such error or omission is discovered and brought to the City’s attention in writing.

9. DELIVERIES, DESTINATIONS, EXTENSION OF TIME:

The successful bidder shall deliver the items called for in his bid free from any and all claims, debts, or demands whatsoever. Delivery is F.O.B. Redding, California, with all freight charges borne by the successful bidder.

Deliveries shall be made as set forth in Detail Specifications. Delivery is defined as complete delivery in good order at place designated in Detail Specifications or Purchase Order. Applications for extension of time beyond guaranteed completion time shall be made in writing to the Purchasing Officer not less than seven (7) calendar days from the beginning of any condition which will cause delay. Contractor must supply Purchase Order number in said correspondence.

Allowances will be made for delay of delivery due to strikes, fires, floods, or other causes clearly beyond the control of the Contractor.

10. PAYMENT TERMS:

Payment Terms are Net 30 unless otherwise agreed to by both parties. Cash discounts offered for payment in less than twenty (20) calendar days will not be considered as a basis of award. All cash discounts shall be taken and computed from the date of delivery or completion and acceptance of the material and service, or from the date of invoice, whichever is latest.

Each payment obligation of the City is conditioned upon the availability of State or local government funds which are apportioned or allocated for the payment of such obligation. If the funds are not allocated and available for the continuance of the function performed by the Supplier, the product or service directly or indirectly involved with the performance of that function may be terminated by the City at the end of the period for which funds are available.

11. PUBLIC INFORMATION
All submitted bids and information included therein or attached thereto shall become public record upon their delivery to the City. Bids may be reviewed by outside interested parties after all bids received for a particular project have been reviewed and the intended awardee has been selected.

By submission of a bid, Vendor understands and agrees that the City of Redding is subject to the California Public Records Act (Cal. Gov. Code section 62500 et seq.), and that all or part of the bid submitted by Vendor may be subject to disclosure therein regardless of whether the proposal or part thereof is marked as proprietary. The City reserves sole discretion to determine whether disclosure is necessary under State law, and Vendor hereby releases City from all liability relating to such disclosure. City shall have no obligation to litigate the issue of disclosure under the Act on behalf of Consultant.

Packet Pg. 120 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) General Conditions - No Bonds – Rev. 02/24/2025 Page 4

12. PATENT RIGHTS:

The equipment to be furnished hereunder shall not, either in construction, manufacture, use, sale or other particular, infringe any letters patent heretofore granted, and the Contractor shall defend and pay the entire cost of defending any claim or suit whenever or wherever made or brought against the City based upon an infringement or alleged infringement of such letters patent, and shall indemnify and save harmless the said City from and against any and all liability, damage, loss or injury adjudged or sustained in any such claim or suit, or adjudged or sustained by reason of the equipment to be furnished hereunder constituting any infringement of any letters patent, or adjudged or sustained by reason of inability of said City to use equipment because of any infringement or alleged infringement of any letter patent.

13. MATERIALS, WORKMANSHIP, AND DESIGN:

All work must be done and completed in a thorough, workmanlike manner by mechanics skilled in their various trades, notwithstanding any omission from the Specifications. The Contractor shall be held to guarantee all material, apparatus, and equipment to fulfill all requirements and special guarantees set forth in the Specifications.

The fact that materials or equipment shall have been successfully tested and passed by the Engineer shall not relieve the Contractor of responsibility in case of later development of flaws or defects.

14. COMPLIANCE WITH SPECIFICATIONS OF MATERIALS:

Whenever in the Specifications any material or process is indicated, or specified by patent or proprietary name or by name of manufacturer, such specifications shall be deemed to be used for the purpose of facilitating description of the material or process desired and shall be deemed to be followed by the words "or equivalent", and the Contractor may offer any material or process which shall be equal in every respect to that so indicated or specified; provided, however, that if the material, process, or article offered by the Contractor is not equal in every respect to that specified; then the Contractor must furnish the material, process or article specified, or one that is the equal thereof in every respect.

15. STATE TAXES:

The prices bid shall include any tax heretofore imposed by the State, which is applicable to the material to be furnished. If any sales tax, processing tax, adjustment charge, or other taxes or charges are imposed or changed by the State after the date set for opening bids, and made applicable directly upon the production, manufacture or sale of the supplies to be furnished and are paid by the Contractor on the articles or supplies furnished, then the prices stated in the schedules will be increased or decreased accordingly, and amounts due the Contractor as the result of such change will be charged to the City and added on vouchers (or invoices) as separate items.

When, and if, the California Use Tax is required to be quoted as a separate item as indicated in the bid, the prices thus quoted by a bidder authorized or required to collect the Use Tax shall show as a separate item. The prices quoted by a bidder who is NOT authorized nor required to collect the California Use Tax shall not include tax, but bidder shall state that he is not authorized or required to collect the California Use Tax.

Packet Pg. 121 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) General Conditions - No Bonds – Rev. 02/24/2025 Page 5

16. PREPARATION FOR SHIPMENT:

The Contractor shall prepare all articles and materials for shipment in such a manner as to protect them from damage in transit, and shall be responsible for and repair all damaged parts or replace all losses incurred in transit to the designated delivery point. When necessary, heavy parts shall be mounted on skids or crated, and all articles or materials that might otherwise be lost shall be boxed or wired in bundles. All articles shall be plainly marked for identifications and destination.

17. FAILURE TO MEET REQUIREMENTS OF SPECIFICATIONS AND
GUARANTEES:

Should the test of any material, apparatus, or equipment show that it does not meet the guarantees and requirements of the Specifications, the Contractor shall at once proceed to furnish the new parts as may be necessary to bring it up to requirements. All expenses of furnishing new parts, or alteration to existing parts, and of tests made necessary by such failure to meet the guarantees and other requirements of the Specifications shall be borne by the Contractor.

The City reserves the right to continue the use or operation of defective material or equipment until satisfactory replacements or repairs have been made, provided that the period of such use pending such corrections shall not exceed one year from date of delivery at designated place in Detail Specifications without the written consent of the Contractor.

18. NON-DISCRIMINATION PROVISION:

Except as provided in §12940 et seq. of the California Government Code, contractor shall not discriminate against any person because of his/her race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sexual orientation, or sex nor refuse to hire or employ the person or to refuse to select the person for a training program leading to employment, or to bar or to discharge the person from employment, or from a training program leading to employment, or to discriminate against the person in compensation or in terms, conditions or privileges of employment. The contractor shall insert in all subcontracts for any work covered by this contract this non-discrimination provision.

19. LOCAL PREFERENCE:

For the purchase of taxable goods, the City provides a five percent (5%) preference wherein the lowest local bidder which submits a bid within five percent (5%) of the lowest bid has the ability to match the lowest bid, if such bid is submitted from a non-Redding bidder. To qualify for the preference, the local bidder must have a valid business license from the City of Redding, and have a place of business with a physical address located within the jurisdictional limits of the City of Redding.

20. TERMINATION OF CONTRACT:

The City may, by giving ten (10) calendar days written notice to the Contractor, terminate this contract prior to the designated completion date FOR DUE CAUSE. Due cause for termination shall be, but not limited to, the best interests of the City, failure of the product to meet specifications, and/or for reasons of unsatisfactory service. The City may, upon giving thirty Packet Pg. 122 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) General Conditions - No Bonds – Rev. 02/24/2025 Page 6
(30) calendar days written notice to Contractor, terminate the contract with or without cause. Upon termination or other expiration of the contract, each party will assist the other party in orderly termination of the contract and the transfer of all assets, tangible and intangible, as may facilitate the orderly, non-disrupted business continuation of each party.

21. HOLD HARMLESS:

Vendor hereby agrees to protect, defend, indemnify and hold harmless, City, its officers, elected or appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgments, demands, penalties, fines, defense costs, and consequential damage and liability of any kind of nature, however caused, arising directly or indirectly out of the obligations or operations herein undertaken by Vendor, caused in whole or in part by any act or omission of the Vendor, any subcontractors, any directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, including but not limited to concurrent active or passive negligence, except where caused by the active negligence, sole negligence or willful misconduct of the City. Vendor will conduct all defense at its sole cost and expense and City shall have right to approve or disapprove Vendor’s legal counsel. City shall be reimbursed for all costs and attorney’s fees incurred by City in enforcing this obligation. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Vendor.

22. DEVIATIONS:

If there are any deviations from the specifications set forth herein, the bidder shall note the deviations in his bid. Failure to note a deviation from the specifications may be grounds for rejection by the City of that particular bid. Where deviations are noted, the City reserves the right to accept a bid containing such deviations provided that, in the sole opinion of the City, the deviation or deviations so noted do not affect the overall capability of the item bid to perform the function for which it is to be acquired and such deviations result in lesser total cost to the City for the subject item.

23. GOVERNING LAW AND VENUE:

Any action filed regarding the award of the Bid/Proposal must be filed with the Superior Court of the County of Shasta, California.

Any subsequent agreement shall be deemed to have been entered into in Redding, California; all questions of the validity, interpretation or performance of any of its terms or of any rights or obligations of the parties to the agreement shall be governed by California law; and any action brought by either party to enforce any of the terms of the agreement shall be filed with the Superior Court of the County of Shasta, California.

24. DEFAULT BY SUPPLIER:

In case of default by Supplier, the City reserves the right to procure the goods or services from other sources and to hold the Supplier responsible for any excess costs occasioned to the City thereby. Supplier must notify the City immediately upon knowing that non-performance or delay will apply to this order whether as a result of Force Majeure or not. Supplier shall not be held accountable for additional costs incurred due to default as a result of Force Majeure. When Packet Pg. 123 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) General Conditions - No Bonds – Rev. 02/24/2025 Page 7
delay is ascertained Supplier is to submit in writing a Recovery Plan for this order. If the Recovery Plan is not acceptable to the City or not received within 10 calendar days of the necessary notification of delay or Force Majeure default, then the City may cancel this order in its entirety at no cost to the City, owing only for goods and services completed to that point.

25. CITY OF REDDING BUSINESS LICENSE
The awarded Vendor/Contractor may be required to obtain a City of Redding Business License per Municipal Code 6.02 – Business Licenses.

6.02.020 It is unlawful for any person to be engaged in business in the city without having a valid license from the city to do so, in compliance with any and all regulations contained in this chapter pertaining to the business, unless the person is exempt under the provisions of this chapter. No person who is an employee, or the direct representative of a licensee, shall be required to pay a license fee for doing any part of the work of the licensee.

24. INSURANCE (IF REQUIRED)
Contractor shall designate the City of Redding, 777 Cypress Avenue, Redding, CA 96001 as the Certificate Holder of the insurance. Contractor shall furnish the City with certificates of insurance and original endorsements effecting the coverages required by this clause. Certificates and endorsements shall be submitted electronically via the City’s approved system for electronic insurance document management. A link will be provided for the Contractor, or their insurance agent, to enter and upload documents directly to the City’s approved electronic system. The certificates and endorsements for each insurance policy are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved in the City’s approved electronic system by the City’s Risk Manager prior to the commencement of contracted services. The Contractor is to cease performing work if out of compliance with these requirements. The City may withhold payments to the Contractor if adequate certificates of insurance and required endorsements have not been submitted as described above or provided in a timely manner.

Packet Pg. 124 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Rev. 02/27/2025

INSURANCE REQUIREMENTS
A. Unless modified in writing by City’s Risk Manager, Contractor/Vendor shall maintain the following noted insurance during the duration of the Contract:

Coverage Required Not
Required
Commercial General Liability X
Comprehensive Vehicle Liability X
Workers’ Compensation and Employers’ Liability $1,000,000 X Workers’ Compensation Declaration Form X
Garagekeepers $500,000 X
Professional Liability (Errors and Omissions) $1,000,000 X Excess Liability Coverage $1,000,000 X
Contractor’s Pollution Liability $1,000,000/$2,000,000
Aggregate
X
Course of Construction (Value equal to contract amount) X On Hook $1,000,000 X
Commercial Aircraft Liability $5,000,000 per occurrence / $500,000 per passenger
X
Auto Liability with MCS-90 endorsement for waste
spills/cleanups
X
Commercial Crime $1,000,000 X
(Place an “x” in the appropriate box)
B. Coverage shall be at least as broad as:

1. Insurance Services Office form number CG-0001, Commercial General Liability Insurance, in an amount not less than $1,000,000 per occurrence and $2,000,000 general aggregate for bodily injury, personal injury and property damage; Higher limits may be required on project over $1,000,000 Check with Risk Management

2. Insurance Services Office form number CA-0001 (Ed. 1/87), Comprehensive Automobile Liability Insurance, which provides for total limits of not less than $1,000,000 combined single limits per accident applicable to all owned, non-owned and hired vehicles;
Packet Pg. 125 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Rev. 02/27/2025

3. Statutory Workers’ Compensation required by the Labor Code of the State of California and Employers' Liability Insurance in an amount not less than $1,000,000 per occurrence. Both the Workers’ Compensation and Employers' Liability policies shall contain the insurer's waiver of subrogation in favor of City, its elected officials, officers, employees, agents and volunteers;

4. Garagekeepers Liability, $500,000 for vehicles in the care, custody, and control of the Contractor/Vendor.

5. Professional Liability (Errors and Omissions) Insurance, appropriate to Contractor/Vendor’s profession, against loss due to error or omission or malpractice in an amount not less than $1,000,000. To be used for Professional Services Contracts

6. Course of Construction Insurance providing coverage for all "risks" of loss in the amount of the completed project value. To be used when items are stored unprotected and could be damaged and/or trenches and performing construction related work (digging up of asphalt).

7. Contractor Pollution Liability, in the amount of $1,000,000, to include but not limited to coverage for bodily injury, property damage and cleanup arising from pollution conditions created by the contractor or encountered during work at job site. Coverage must apply to cleanup, damage or injury that occurs on, or that originates from, the site. To be used when work is being done in and around waterways (including storm drains) or potential of hazardous waste spills. Also, whenever hauling hazardous materials.

Required on all construction projects over $1,000,000 regardless of location to waterways.

8. Aircraft Liability: $5,000,000 per occurrence for bodily injury, personal injury and property damage. Policy is to have a minimum sublimit of $500,000 per passenger. If Commercial Aircraft Liability insurance or other form with a general aggregate limit is used, the general aggregate limit shall be equal to the required occurrence limit.

9. On-Hook Coverage insuring vehicles in tow for limits sufficient to cover any auto physical damage or a combined single limit of one million ($1,000,000).

10. Automobile Liability, owned, non-owned and hired, including MCS-90 endorsement for waste spills and cleanup.

11. Commercial Crime Policy in the amount of $1,000,000, appropriate to vendor’s profession, against loss due to theft, robbery, burglary, fraud, embezzlement, or forgery by employees.

C. Any deductibles or self-insured retentions must be declared to and approved by City.

At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its elected officials, officers, employees, agents and volunteers; or the Contractor/Vendor shall procure a bond Packet Pg. 126 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Rev. 02/27/2025
guaranteeing payment of losses and related investigations, claims administration and defense expenses.

D. The General Liability shall contain or be endorsed to contain the following provisions:

1. City, its elected officials, officers, employees, and agents are to be covered as additional insured as respects liability arising out of work or operations performed by or on behalf of Contractor/Vendor; premises owned, leased or used by Contractor/Vendor; or automobiles owned, leased, hired or borrowed by Contractor/Vendor. The coverage shall contain no special limitations on the scope of protection afforded to City, its elected officials, officers, employees, agents and volunteers.

2. The insurance coverage of Contractor/Vendor shall be primary insurance as respects City, its elected officials, officers, employees, agents and volunteers.

Any insurance or self-insurance maintained by City, its elected officials, officers, employees, agents and volunteers, shall be in excess of Contractor/Vendor’s insurance and shall not contribute with it.

3. Coverage shall state that the insurance of Contractor/Vendor shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

4. Each insurance policy required by this Contract shall be endorsed to state that coverage shall not be canceled except after thirty (30) calendar days' prior written notice has been given to City. In addition, Contractor/Vendor agrees that it shall not reduce its coverage or limits on any such policy except after thirty (30) calendar days’ prior written notice has been given to City.

E. Insurance is to be placed with insurers with a current A.M.Best’s rating of no less than A-VII.

F. Contractor/Vendor shall designate the City of Redding as a Certificate Holder of the insurance. Contractor/Vendor shall furnish City with certificates of insurance and original endorsements effecting the coverages required by this clause. Certificates and endorsements shall be furnished to: Risk Management Department, City of Redding, 777 Cypress Avenue, Redding, CA 96001. The certificates and endorsements for each insurance policy are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved by the City’s Risk Manager prior to the commencement of contracted services. City may withhold payments to Contractor/Vendor if adequate certificates of insurance and endorsements required have not been provided, or not been provided in a timely manner.

Packet Pg. 127 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) Rev. 02/27/2025
G. The requirements as to the types and limits of insurance coverage to be maintained by Contractor/Vendor as required this Contract, and any approval of said insurance by City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by Contractor/Vendor pursuant to this Contract, including, without limitation, provisions concerning indemnification.

H. If any policy of insurance required by this Section is a “claims made” policy, pursuant to Code of Civil Procedure § 342 and Government Code § 945.6, Contractor/Vendor shall keep said insurance in effect for a period of eighteen (18) months after the termination of this Contract.

I. If any damage, including death, personal injury or property damage, occurs in connection with the performance of this Contract, Contractor/Vendor shall immediately notify City’s Risk Manager by telephone at (530) 225-4068. No later than three (3) calendar days after the event, Contractor/Vendor shall submit a written report to City’s Risk Manager containing the following information, as applicable: 1) name and address of injured or deceased person(s); 2) name and address of witnesses; 3) name and address of Contractor/Vendor’s insurance company; and 4) a detailed description of the damage and whether any City property was involved.

NOTE: The City of Redding uses an online electronic insurance document management program.

Once you have been awarded a contract with the City of Redding you will receive an email from the City of Redding’s online insurance program requesting you to forward the email to your insurance provider(s).

Contractor’s insurance agent shall furnish the City with certificates of insurance and original endorsements effecting coverage required by this clause through the City’s online electronic insurance document management program. All endorsements are to be received via the online program and approved by the Risk Management Department before the project commences.

Packet Pg. 128 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies) The City of Redding uses PINSAdvantage.com to track Insurance Certificates and all related documents!
HOW IT WORKS?
PINS begins with the City of Redding. The City of Redding logs into PINS and emails a request for insurance to the Vendor/Contractor. The Vendor/Contractor forwards the email onto their Insurance Agent(s). The Insurance Agent(s) logs into www.PINSAdvantage.com and completes the insurance certificate online.

WHAT TO LOOK FOR?
Vendor/Contractor will receive an email from: [email protected] Thank you for your cooperation!
For PINS support or questions on how to use PINS,
please contact [email protected]
Packet Pg. 129 Attachment: Bid Schedule 5694 (4.5(a)--Authorize the Procurement of Underground Vault Structures, Lids, Pads, and Cover Assemblies)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following actions related to the procurement of primary concrete vaults and lids:
(1) Authorize the procurement of primary concrete vaults and lids from Cook Concrete Products, Inc (Cook) and/or Jensen Precast (Jensen) on a per quote basis; (2) Authorize the purchase spending limit with Cook and/or Jensen for purchases of primary vaults and lids for a total not to exceed $600,000 per fiscal year starting in Fiscal Year 2024-25 through the end of Fiscal Year 2025-26; and
(3) Authorize the City Manager, or designee, to approve an additional $150,000 per fiscal year, if needed, due to unforeseen cost increases resulting from ongoing supply chain disruptions.

Fiscal Impact
The purchase of primary concrete vaults and lids was included in Redding Electric Utility’s (REU) General System Improvements Fiscal Year 2023-25 Biennial Budget and the Overhead/Underground Infrastructure Replacement Project for the Electric Utility Line Construction Services. In the five-year plan presented to the City Council (Council), REU anticipated these projects may be bond-funded. If capital expenses related to these efforts are projected to exceed the approved budget, staff will return with additional recommendations related to budgetary adjustments and financing options
Alternative Action
The Council could choose not to authorize purchases from Cook and Jensen on a per quote basis, and request staff to return to the Council with alternative options.

MEETING DATE: August 7, 2024
ITEM NO. 4.5(c)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.5(c)--Authorize the procurement of Primary Underground Electrical Vaults and Lids on a Per Quote Basis
Nick Zettel, Director of
Redding Electric Utility
Packet Pg. 130 Attachment: Previous Staff Report - August 7, 2024, item 4.5(c) Primary Vaults and Lids Council Award (4.5(a)--Authorize the Procurement of Report to Redding City Council July 31, 2024
Re: 4.5(c)‐‐Authorize the Procurement of Primary Concrete Vaults and Lids on a Per Quote Basis Page 2

Background/ Analysis
Primary concrete vaults and lids are installed in underground electric cable termination points to support new development projects and internal reconstruction projects. REU utilizes these vaults and lids at sectionalizing and operational locations within the system to serve customers as well as to facilitate construction and enhance function and reliability.

The previous approval to purchase primary concrete vaults and lids on a per quote basis from Cook ended June 30, 2024. The City of Redding’s (City) Purchasing Division solicited new bids for primary vaults and lids in June 2024 (Bid #5495). The bid advertisement resulted in zero bid responses due primarily to ongoing fluctuations in material and labor prices After consultation with the City’s Purchasing Officer, staff is seeking the Council’s approval to purchase vaults and lids from Cook and/or Jensen on a per quote basis. Approving the purchase of vaults and lids from the two different vendors allows REU to evaluate multiple quotes and purchase the best option based on up-to-date pricing and lead times as the supply chain continues to stabilize. Both vendors have been approved and utilized in the past and have demonstrative quality products at competitive prices.

Based on the elevated costs of goods, the number of projects currently in development, and the work that needs to be performed on REU’s aging infrastructure, the anticipated budget for vaults and lids is a not-to-exceed amount of $600,000 annually.

Environmental Review
This is not a project defined under California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
This agenda item is a routine operational item.

Packet Pg. 131 Attachment: Previous Staff Report - August 7, 2024, item 4.5(c) Primary Vaults and Lids Council Award (4.5(a)--Authorize the Procurement of

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following relative to Bid Schedule No. 5704 for furnishing electric utility trench and excavation work:
(1) Award to Chavez General Engineering Construction Inc., at the bid unit prices, for a total amount of $1,040,610.00;
(2) Authorize the City Manager, or designee, to approve contingency funding in the amount of $210,000, representing 20 percent of the evaluated contract amount; (3) Authorize the City Manager, or designee, to extend the contract for up to two additional one-year periods, if mutually agreeable, with all prices, terms, and conditions remaining the same; and
(4) Find that the activity is categorically exempt from environmental review under the California Environmental Quality Act; pursuant to Section 15301 – Existing Facilities, Section 15302 – Replacement or Reconstruction, and Section 15303 – New Construction or Conversion of Small Structures.

Fiscal Impact
Funds for this project, including the proposed contingency, are available within Redding Electric Utility's (REU) adopted Fiscal Year 2026-27 biennial General System Improvements Capital Program budget. Approval of this action will not require additional appropriations or increase the overall adopted capital budget.

Alternative Action
The City Council could choose not to award and reject the bid and provide staff with alternate direction.

MEETING DATE: August 18, 2026
ITEM NO. 4.5(b)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.5(b)--Authorize the following relative to Bid Schedule No. 5704 for furnishing electric utility trench and excavation work.

Nick Zettel, Director of
Redding Electric Utility
Packet Pg. 132
Report to Redding City Council August 12, 2026
Re: 4.5(b)-- Award of Bid Schedule No.5704 - Furnishing Electric Utility Trench & Excavation Work Page 2
Background/Analysis
This is a routine bid for procurement of services to provide electric utility excavation and associated construction services. REU relies on on-call excavation and associated construction services to install, maintain, repair, and rebuild underground electric infrastructure. The work may include trenching, potholing, conduit installation, vault and pull-box excavation, backfill, concrete and asphalt restoration, traffic control, and related site work. Maintaining access to these services allows REU to respond efficiently to planned utility improvements and unanticipated field conditions.

The proposed contract will cover the period from the award of the contract through June 30, 2027. REU will issue work only as needed and subject to available budget appropriations. The contract will support residential and commercial development while also providing the construction capability needed to repair or reconstruct existing electric facilities.

On June 18, 2026, four bids were opened for the subject utility excavation work as shown on the attached bid tabulation form. Chavez General Engineering Inc. of Palo Cedro, California, submitted the low bid for the evaluated total of $1,040,610.00, and is in compliance with the specifications and general conditions. The engineer’s estimate for this bid was $1,823,482.00.

Environmental Review
Staff has reviewed the activity and determined that it is categorically exempt from review under the California Environmental Quality Act Guidelines, per Section 15301 - Existing Facilities, Section 15302 - Replacement or Reconstruction, and Section 15303 - New Construction or Conversion of Small Structures. Class 1 exemptions include the operation, repair, maintenance, or minor alteration of existing facilities, structures, or equipment involving negligible or no expansion of use. Class 2 exemptions consist of replacement or reconstruction where the new structure will be located on the same site and will have substantially the same purpose and capacity. Class 3 exemptions consist of construction and location of new small facilities and equipment, or conversion of existing structures. The trenching and excavation contract will support REU's effort to maintain, replace, upgrade, and construct small new facilities and convert existing service systems. The actions will occur in previously disturbed areas, have substantially the same purpose and capacity, and result in a negligible expansion of use. The activity has no potential to have a significant effect on the environment.

Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Bid Tabulation for Bid Schedule No. 5704
NOE REU Trench and Excavation
Packet Pg. 133
BID TABULATION FOR:

On-Call Electric Utility Excavation and Associated Work Bid Schedule No.: 5704

ENGINEER'S EST

ITEM DESCRIPTION UNIT QTY
UNIT

PRICE TOTAL
UNIT

PRICE TOTAL
UNIT

PRICE TOTAL
1 MOBILIZATION LS 10 $1,000.00 $10,000.00 $500.00 $5,000.00 $6,250.00 $62,500.00 2 STANDBY TIME HR 15 $800.00 $12,000.00 $550.00 $8,250.00 $580.00 $8,700.00 3 WATER POLLUTION CONTROL LS 1 $3,907.00 $3,907.00 $1,000.00 $1,000.00 $32,500.00 $32,500.00 4 SAWCUT(<8") LF 1000 $15.00 $15,000.00 $9.00 $9,000.00 $15.75 $15,750.00 5 SAWCUT(>8") LF 250 $16.00 $4,000.00 $10.00 $2,500.00 $19.25 $4,812.50 6 TRENCHING EXCAVATION (<5 CY) CY 100 $645.00 $64,500.00 $490.00 $49,000.00 $200.00 $20,000.00 7 TRENCHING EXCAVATION (<60") CY 600 $405.00 $243,000.00 $290.00 $174,000.00 $145.00 $87,000.00 8 TRENCHING EXCAVATION (>60") CY 500 $420.00 $210,000.00 $290.00 $145,000.00 $180.00 $90,000.00 9 POTHOLING EXCAVATION EA 20 $900.00 $18,000.00 $250.00 $5,000.00 $10,060.00 $201,200.00 10 BOX/VAULT EXCAVATION (<60") CY 100 $405.00 $40,500.00 $290.00 $29,000.00 $235.00 $23,500.00 11 BOX/VAULT EXCAVATION (>60") CY 100 $420.00 $42,000.00 $290.00 $29,000.00 $235.00 $23,500.00 12 PULLBOX (2E) EA 5 $1,620.00 $8,100.00 $700.00 $3,500.00 $4,290.00 $21,450.00 13 PULLBOX (3E) EA 10 $2,340.00 $23,400.00 $900.00 $9,000.00 $5,430.00 $54,300.00 14 PULLBOX (4E) EA 5 $3,000.00 $15,000.00 $1,250.00 $6,250.00 $6,830.00 $34,150.00 15 CONDUIT (2") LF 400 $24.00 $9,600.00 $18.00 $7,200.00 $8.75 $3,500.00 16 CONDUIT (4") LF 2000 $47.00 $94,000.00 $25.00 $50,000.00 $10.00 $20,000.00 17 CONDUIT (6") LF 500 $53.00 $26,500.00 $40.00 $20,000.00 $16.50 $8,250.00 18 PROVE EXISTING CONDUIT LF 15000 $9.00 $135,000.00 $4.00 $60,000.00 $4.75 $71,250.00 19 SAND BACKFILL CY 300 $110.00 $33,000.00 $40.00 $12,000.00 $135.00 $40,500.00 20 AGGREGATE BASE BACKFILL CY 900 $110.00 $99,000.00 $80.00 $72,000.00 $165.00 $148,500.00 21 CONCRETE SLURRY BACKFILL CY 100 $313.00 $31,300.00 $200.00 $20,000.00 $440.00 $44,000.00 22 CONCRETE CAP LF 10 $168.00 $1,680.00 $75.00 $750.00 $190.00 $1,900.00 23 ELECTRICAL EQUIPMENT CONCRETE
PAD SF 500 $235.00 $117,500.00 $100.00 $50,000.00 $46.00 $23,000.00 24 STREET LIGHT BASE EA 4 $6,250.00 $25,000.00 $2,500.00 $10,000.00 $4,100.00 $16,400.00 25 REMOVE STREET LIGHT BASE EA 4 $2,344.00 $9,376.00 $500.00 $2,000.00 $1,400.00 $5,600.00 26 CONCRETE VALLEY GUTTER SF 10 $96.00 $960.00 $60.00 $600.00 $35.00 $350.00 27 CONCRETE SIDEWALK (4") SF 1800 $78.00 $140,400.00 $35.00 $63,000.00 $16.75 $30,150.00 28 CONCRETE SIDEWALK (6") SF 10 $81.00 $810.00 $35.00 $350.00 $19.75 $197.50 29 CONCRETE CURB (6") LF 10 $81.00 $810.00 $50.00 $500.00 $67.00 $670.00 30 CONCRETE CURB & GUTTER (8") LF 10 $94.00 $940.00 $65.00 $650.00 $84.00 $840.00 31 CONCRETE CURB & GUTTER (6") LF 40 $94.00 $3,760.00 $65.00 $2,600.00 $76.00 $3,040.00 32 CONCRETE CURB & GUTTER (5") LF 5 $94.00 $470.00 $62.00 $310.00 $74.00 $370.00 33 CONCRETE ROLL CURB & GUTTER LF 20 $94.00 $1,880.00 $65.00 $1,300.00 $76.00 $1,520.00 34 CONCRETE DRIVEWAY (RESIDENTIAL) SF 100 $81.00 $8,100.00 $35.00 $3,500.00 $25.00 $2,500.00 35 CONCRETE DRIVEWAY SF 100 $86.00 $8,600.00 $35.00 $3,500.00 $33.00 $3,300.00 36 ASPHALT CONCRETE TON 75 $1,094.00 $82,050.00 $350.00 $26,250.00 $525.00 $39,375.00 Chavez General Engineering
Const. Inc.

Jefferson State Highways,
Inc.

Shaded areas indicate corrections made in accordance with the Special Provisions. Page 1 of 4 Packet Pg. 134 Attachment: Bid Tabulation for Bid Schedule No. 5704 (4.5(b)-- Award of Bid Schedule No.5704 - BID TABULATION FOR:

On-Call Electric Utility Excavation and Associated Work Bid Schedule No.: 5704

ENGINEER'S EST

ITEM DESCRIPTION UNIT QTY
UNIT

PRICE TOTAL
UNIT

PRICE TOTAL
UNIT

PRICE TOTAL
Chavez General Engineering
Const. Inc.

Jefferson State Highways,
Inc.
37 BOLLARD (NON-REMOVABLE) EA 4 $1,172.00 $4,688.00 $800.00 $3,200.00 $700.00 $2,800.00 38 BOLLARD (REMOVABLE) EA 4 $1,529.00 $6,116.00 $800.00 $3,200.00 $1,750.00 $7,000.00 39 REPLACE LANDSCAPING SF 2000 $40.00 $80,000.00 $15.00 $30,000.00 $10.50 $21,000.00 40 EARTH RETAINING STRUCTURES SF 25 $157.00 $3,925.00 $100.00 $2,500.00 $185.00 $4,625.00 41 HORIZONTAL DIRECTIONAL DRILL LF 75 $227.00 $17,025.00 $100.00 $7,500.00 $245.00 $18,375.00 42 HORIZONTAL DIRECTIONAL DRILL LF 75 $243.00 $18,225.00 $120.00 $9,000.00 $297.50 $22,312.50 43 TRAFFIC CONTROL ONE MAN /
FLAGGER STRAIGHT TIME HR 200 $180.00 $36,000.00 $80.00 $16,000.00 $195.00 $39,000.00 44 TRAFFIC CONTROL ONE MAN /
FLAGGER OVERTIME HR 80 $201.00 $16,080.00 $115.00 $9,200.00 $185.00 $14,800.00 45 TRAFFIC CONTROL TWO MAN /
FLAGGER STRAIGHT TIME HR 200 $346.00 $69,200.00 $270.00 $54,000.00 $345.00 $69,000.00 46 TRAFFIC CONTROL TWO MAN /
FLAGGER OVERTIME HR 80 $401.00 $32,080.00 $300.00 $24,000.00 $370.00 $29,600.00 TOTAL - CONTRACT ITEMS $1,823,482.00 $1,040,610.00 $1,373,087.50 Shaded areas indicate corrections made in accordance with the Special Provisions. Page 2 of 4 Packet Pg. 135 Attachment: Bid Tabulation for Bid Schedule No. 5704 (4.5(b)-- Award of Bid Schedule No.5704 - BID TABULATION FOR:

On-Call Electric Utility Excavation and Associated Work Bid Schedule No.: 5704

ITEM DESCRIPTION UNIT QTY
1 MOBILIZATION LS 10
2 STANDBY TIME HR 15
3 WATER POLLUTION CONTROL LS 1
4 SAWCUT(<8") LF 1000
5 SAWCUT(>8") LF 250
6 TRENCHING EXCAVATION (<5 CY) CY 100
7 TRENCHING EXCAVATION (<60") CY 600
8 TRENCHING EXCAVATION (>60") CY 500
9 POTHOLING EXCAVATION EA 20
10 BOX/VAULT EXCAVATION (<60") CY 100
11 BOX/VAULT EXCAVATION (>60") CY 100
12 PULLBOX (2E) EA 5
13 PULLBOX (3E) EA 10
14 PULLBOX (4E) EA 5
15 CONDUIT (2") LF 400
16 CONDUIT (4") LF 2000
17 CONDUIT (6") LF 500
18 PROVE EXISTING CONDUIT LF 15000
19 SAND BACKFILL CY 300
20 AGGREGATE BASE BACKFILL CY 900
21 CONCRETE SLURRY BACKFILL CY 100
22 CONCRETE CAP LF 10
23 ELECTRICAL EQUIPMENT CONCRETE
PAD SF 500
24 STREET LIGHT BASE EA 4
25 REMOVE STREET LIGHT BASE EA 4
26 CONCRETE VALLEY GUTTER SF 10
27 CONCRETE SIDEWALK (4") SF 1800
28 CONCRETE SIDEWALK (6") SF 10
29 CONCRETE CURB (6") LF 10
30 CONCRETE CURB & GUTTER (8") LF 10
31 CONCRETE CURB & GUTTER (6") LF 40
32 CONCRETE CURB & GUTTER (5") LF 5
33 CONCRETE ROLL CURB & GUTTER LF 20
34 CONCRETE DRIVEWAY (RESIDENTIAL) SF 100
35 CONCRETE DRIVEWAY SF 100
36 ASPHALT CONCRETE TON 75

AVERAGE
UNIT

PRICE TOTAL
UNIT

PRICE TOTAL
UNIT
PRICE
$10.00 $100.00 $4,341.00 $43,410.00 $2,775.25
$750.00 $11,250.00 $346.00 $5,190.00 $556.50
$2,500.00 $2,500.00 $9,201.00 $9,201.00 $11,300.25
$12.00 $12,000.00 $8.00 $8,000.00 $11.19
$12.00 $3,000.00 $22.00 $5,500.00 $15.81
$900.00 $90,000.00 $387.00 $38,700.00 $494.25
$400.00 $240,000.00 $111.00 $66,600.00 $236.50
$400.00 $200,000.00 $137.00 $68,500.00 $251.75
$1,000.00 $20,000.00 $1,407.00 $28,140.00 $3,179.25
$400.00 $40,000.00 $267.00 $26,700.00 $298.00
$400.00 $40,000.00 $300.00 $30,000.00 $306.25
$1,000.00 $5,000.00 $3,884.00 $19,420.00 $2,468.50
$2,000.00 $20,000.00 $3,939.00 $39,390.00 $3,067.25
$3,000.00 $15,000.00 $5,732.00 $28,660.00 $4,203.00
$25.00 $10,000.00 $77.00 $30,800.00 $32.19
$35.00 $70,000.00 $89.00 $178,000.00 $39.75
$50.00 $25,000.00 $134.00 $67,000.00 $60.13
$8.00 $120,000.00 $13.00 $195,000.00 $7.44
$100.00 $30,000.00 $252.00 $75,600.00 $131.75
$100.00 $90,000.00 $158.00 $142,200.00 $125.75
$250.00 $25,000.00 $273.00 $27,300.00 $290.75
$150.00 $1,500.00 $393.00 $3,930.00 $202.00
$200.00 $100,000.00 $119.00 $59,500.00 $116.25
$5,000.00 $20,000.00 $5,720.00 $22,880.00 $4,330.00
$2,000.00 $8,000.00 $3,332.00 $13,328.00 $1,808.00
$75.00 $750.00 $785.00 $7,850.00 $238.75
$40.00 $72,000.00 $347.00 $624,600.00 $109.69
$45.00 $450.00 $706.00 $7,060.00 $201.44
$65.00 $650.00 $883.00 $8,830.00 $266.25
$75.00 $750.00 $970.00 $9,700.00 $298.50
$75.00 $3,000.00 $751.00 $30,040.00 $241.75
$75.00 $375.00 $1,009.00 $5,045.00 $305.00
$75.00 $1,500.00 $824.00 $16,480.00 $260.00
$45.00 $4,500.00 $390.00 $39,000.00 $123.75
$45.00 $4,500.00 $373.00 $37,300.00 $121.50
$800.00 $60,000.00 $576.00 $43,200.00 $562.75
Iron Mountain General
Engineering, Inc.

Allen Gill Construction,
Inc
Shaded areas indicate corrections made in accordance with the Special Provisions. Page 3 of 4 Packet Pg. 136 Attachment: Bid Tabulation for Bid Schedule No. 5704 (4.5(b)-- Award of Bid Schedule No.5704 - BID TABULATION FOR:

On-Call Electric Utility Excavation and Associated Work Bid Schedule No.: 5704

ITEM DESCRIPTION UNIT QTY
37 BOLLARD (NON-REMOVABLE) EA 4
38 BOLLARD (REMOVABLE) EA 4
39 REPLACE LANDSCAPING SF 2000
40 EARTH RETAINING STRUCTURES SF 25
41 HORIZONTAL DIRECTIONAL DRILL LF 75
42 HORIZONTAL DIRECTIONAL DRILL LF 75
43 TRAFFIC CONTROL ONE MAN /
FLAGGER STRAIGHT TIME HR 200
44 TRAFFIC CONTROL ONE MAN /
FLAGGER OVERTIME HR 80
45 TRAFFIC CONTROL TWO MAN /
FLAGGER STRAIGHT TIME HR 200
46 TRAFFIC CONTROL TWO MAN /
FLAGGER OVERTIME HR 80

TOTAL - CONTRACT ITEMS

AVERAGE
UNIT

PRICE TOTAL
UNIT

PRICE TOTAL
UNIT
PRICE
Iron Mountain General
Engineering, Inc.

Allen Gill Construction,
Inc
$900.00 $3,600.00 $2,808.00 $11,232.00 $1,302.00
$1,000.00 $4,000.00 $3,381.00 $13,524.00 $1,732.75
$20.00 $40,000.00 $31.00 $62,000.00 $19.13
$120.00 $3,000.00 $1,535.00 $38,375.00 $485.00
$200.00 $15,000.00 $574.00 $43,050.00 $279.75
$220.00 $16,500.00 $779.00 $58,425.00 $354.13
$200.00 $40,000.00 $174.00 $34,800.00 $162.25
$240.00 $19,200.00 $262.00 $20,960.00 $200.50
$320.00 $64,000.00 $349.00 $69,800.00 $321.00
$400.00 $32,000.00 $523.00 $41,840.00 $398.25
Total Average Bid
$1,584,125.00 $2,456,060.00 $1,613,470.63
Shaded areas indicate corrections made in accordance with the Special Provisions. Page 4 of 4 Packet Pg. 137 Attachment: Bid Tabulation for Bid Schedule No. 5704 (4.5(b)-- Award of Bid Schedule No.5704 - Packet Pg. 138
Attachment: NOE REU Trench and Excavation (4.5(b)-- Award of Bid Schedule No.5704 - Furnishing Electric Utility Trench & Excavation Work)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve and authorize the following for the City of Redding Fire Department:
(1) Approve an increase to the previously approved purchase of Self-Contained Breathing Apparatus (SCBA) equipment to include Rapid Intervention Team (RIT) packs in the amount of $54,787.61;
(2) Adopt Resolution approving and adopting the 50th Amendment to City Budget Resolution No. 2025-049 appropriating $0;
(3) Authorize the use of Buckeye Fire Protection District funds for the additional equipment; (4) Approve an amendment to the previously authorized standardization and sole-source of SCBA products and associated equipment to 3M Scott to include RIT packs; and (5) Authorize the Purchasing Officer, or designee, to amend Purchase Order PUR003689, increasing the amount by $54,787.61, for a total not-to-exceed amount of $1,021,065.84.

Fiscal Impact
By utilizing previously allocated funds, this action will not create any additional fiscal impact.

Approval of the proposed budget resolution will re-allocate $54,790 from Buckeye Fire Protection District Funds Supplies for the purchase of Rapid Intervention Team packs. There is no impact to the General Fund.

Alternative Action
The City Council may choose not to approve the recommended action and provide alternative directions. Not approving the recommended action could delay the timeline beyond October 2026 and increase the risk of unit failure, personal injury, and may be subject to Occupational Safety and Health Administration citations.

Background/Analysis
MEETING DATE: August 18, 2026
ITEM NO. 4.8(a)
FROM:
***APPROVED BY***
[email protected] [email protected] SUBJECT: 4.8(b)-- Amendment to the previously approved purchase of Self-Contained Breathing Apparatus (SCBA) to include Rapid Intervention Team packs and appropriate Buckeye Fire Protection District Funds
Jerrod Vanlandingham, Fire
Chief
Packet Pg. 139
Report to Redding City Council August 12, 2026
Re: 4.8(a)--Approve Amendment to Self Contained Breathing Apparatus Equipment Page 2 On May 19, 2026, the City Council approved the purchase of replacement Self-Contained Breathing Apparatus (SCBA) equipment. At the time the staff report did not include the grantfunded RIT packs for purchase authorization. As a result, the Council-approved purchase did not reflect the inclusion of the grant-funded RIT packs.

RIT packs provide an emergency air supply for firefighters who become trapped, injured, or otherwise unable to exit a hazardous environment. Including the RIT Packs in the SCBA purchase will improve firefighter safety by ensuring Rapid Intervention Teams have the equipment necessary to perform firefighter rescue operations.

This amendment updates the previously approved SCBA purchase to include the RIT packs, ensuring the purchase authorization accurately reflects the complete equipment package. The total purchase amount is $1,021,065.84, of which $54,787.61 will be funded through the Buckeye Fire Protection District funds. This amendment does not increase the City’s financial obligation or require additional local funding.

The addition of the RIT packs enhances firefighter safety by ensuring personnel have dedicated emergency breathing equipment available for firefighter rescue operations while maximizing the use of available funds.

Environmental Review
This activity is not a project as defined by the California Environmental Quality Act, and no action is required at this time.

Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work and play in the City of Redding.” • Budget and Financial Management – “Achieve balanced and stable 10-year financial plans for all funds.”
• Communication and Transparency – “Improve the quality of communication with the public and city employees to enhance knowledge and increase transparency to improve public trust”.

Attachments
Budget Resolution
Previous Staff Report - May 19, 2026
0728 Redding FD CAL FIRE SCBA 2025 Contract quote
0728 Redding FD CAL FIRE SCBA 2025 Contract quote 2
Packet Pg. 140
RESOLUTION NO. 2026 - _______

A RESOLUTION OF THE CITY OF REDDING APPROVING AND ADOPTING THE 50TH AMENDMENT TO CITY BUDGET RESOLUTION NO. 2025-049 APPROPRIATING $0 BY UTILIZING PREVIOUSLY ALLOCATED FUNDS FOR THE AMENDMENT TO THE PREVIOUSLY APPROVED PURHCASE OF SELFCONTAINED BREATHING APPARATUS (SCBA) TO INCLUDE RAPID

INTERVENTION TEAM PACKS FOR THE REDDING FIRE DEPARTMENT FOR FISCAL YEAR 2026-27

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDDING THAT Budget Resolution No. 2025-049 be and is hereby amended as follows:

FUND DIVISION DESCRIPTION INCREASE DECREASE
101 1502 Fire – Suppression $0

THAT account titles and numbers requiring adjustments by this Resolution are as follows:

USE SOURCE

OF FUNDS OF FUNDS
Increase Expenditures
101-1502-7500002-BUCKI Equipment $ 54,790
101-1502-7300004-BUCKI Building Improvements (40,870)
101-1502-5125001-BUCKI Operating Materials & Supplies (13,920) Total $ - $ -
THAT the purpose is to appropriate $0 by utilizing funds previously allocated to Buckeye Fire Protection District Funds Supplies for the purchase of rapid intervention team packs for the Redding Fire Department for fiscal year 2026-27.

I HEREBY CERTIFY that the foregoing Resolution was introduced at a regular meeting of the City Council of the City of Redding on the 18th day of August, 2026 and was duly adopted at said meeting by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

MIKE LITTAU, Mayor
ATTEST: FORM APPROVAL:

SHARLENE TIPTON, City Clerk BENJAMIN L. STOCK, Interim City Attorney
Packet Pg. 141 Attachment: Budget Resolution (4.8(a)--Approve Amendment to Self Contained Breathing Apparatus Equipment)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve and authorize the following for the City of Redding Fire Department:
(1) Approve the standardization and sole-source of Self-Contained Breathing Apparatus (SCBA) products and associated equipment to 3M Scott;
(2) Authorize the Purchasing Officer, or designee, to execute a Purchase Order for SCBAs and associated equipment with Allstar Fire Equipment for a total not-to-exceed amount of $966,278.23; and
(3) Adopt Resolution approving and adopting the 35th Amendment to City Budget Resolution No. 2025-049 appropriating $966,280 for the purchase of SCBAs for the Redding Fire Department for fiscal year 2025-26.

Fiscal Impact
The Fire Department (Fire) submitted grant applications in 2023 and 2024 to the Federal Emergency Management Agency’s Assistance to Firefighters Grant program to replace its aging and worn-out Self-Contained Breathing Apparatus (SCBA). Both times the grant was not awarded. Therefore, the attached budget resolution is to appropriate adequate funds for the purchase of SCBA and associated equipment.

The total cost is estimated not to exceed $966,278.23. The following funding sources will be used:

Funding Source Budget SCBA
Estimated Cost
Balance
Fire Impact Fees $2,500,000 $324,340 $2,175,660
Fire Rolling Stock $1,125,000 $421,010 $703,990
Fire Equipment Replacement Fund $636,000 $220,930 $415,070 Total $4,261,000 $966,280 $3,294,720
MEETING DATE: May 19, 2026
ITEM NO. 4.8(a)
FROM:
***APPROVED BY***
[email protected] [email protected] SUBJECT: 4.8(a)--Approve the standardization and sole-source procurement of 3M Scott Manufacturer Self-Contained Breathing Apparatus (SBCA) and Adopt Budget Resolution Jerrod Vanlandingham, Fire
Chief
Packet Pg. 203 Packet Pg. 142 Attachment: Previous Staff Report - May 19, 2026 (4.8(a)--Approve Amendment to Self Contained Breathing Apparatus Equipment) Report to Redding City Council May 13, 2026
Re: 4.8(a)--Self Contained Breathing Apparatus Equipment Page 2 Council Policy 416 – Rolling Stock Replacement Fund and Council Policy 422 – Equipment Replacement Fund allows the City Manager to administratively appropriate the funds from the Rolling Stock and Equipment Replacement Funds. Due to the staff report including a budget resolution for the Fire Impact Fees, staff is including the appropriation of the Rolling Stock and Equipment Replacement funds in the budget resolution for transparency and consistency.

Alternative Action
The City Council may choose not to approve the recommended action and provide alternative directions. Not approving the recommended action could delay the timeline beyond October 2026 and increase the risk of unit failure, personal injury, and may be subject to Occupational Safety and Health Administration citations.

Background/Analysis
SCBA is supplied air ensembles worn by firefighters while entering Immediate Danger to Life and Health environments. A SCBA is the firefighter’s lifeline required when entering certain environments allowing them to mitigate emergencies such as building fires, vehicle fires including electric vehicles, and other hazardous material related incidents.

The Department’s current SCBAs were purchased in December 2013. National Fire Protection Association 1981 Standard on Open-Circuit SCBA for Emergency Service identify a 10-year service life for SCBA equipment, after which reliability, parts availability, and safety cannot be assured. The Department’s units are now approximately 12 years old.

The manufacturer of the Department’s current SCBAs is no longer in business and can no longer provide testing, factory support, replacement parts, or service. As a result, the Department has become increasingly reliant on limited aftermarket solutions and workarounds which are neither sustainable nor appropriate for critical life-safety equipment.

SCBA cylinders have a finite service life governed by hydrostatic testing and regulatory end-oflife requirements. The Department’s cylinders will reach their mandatory end of life in October 2026, after which they cannot legally or safely be used. Replacement is unavoidable regardless of the condition of the SCBA packs themselves.

After extensive evaluations and user demonstrations, the sole source justification for the 3M Scott SCBA units became evident for several reasons: performance, function, durability, maintenance, and most significant compatibility with the Department’s regional partners.

Automatic and mutual aid is critical to meeting operational goals and all surrounding agencies use the 3M Scott SCBA. As a result, the Redding Fire Department is requesting Council approval to standardize SCBA products and associated equipment using only 3M Scott SCBA products.

The purchase of the 3M Scott SCBAs and associated equipment will be from Allstar Fire Equipment (Allstar) through a State of California Statewide Contract. City Municipal Code

4.20.120.L.7 provides for Council to authorize execution of a purchase order contract based on prices established by other government agencies. Utilizing Allstar and the Statewide Contract is estimated to provide $350,000 in savings to the City. An additional reduction in the contract price of the SCBA System was due to a small change by not including a specific rescue belt.

Packet Pg. 204 Packet Pg. 143 Attachment: Previous Staff Report - May 19, 2026 (4.8(a)--Approve Amendment to Self Contained Breathing Apparatus Equipment) Report to Redding City Council May 13, 2026
Re: 4.8(a)--Self Contained Breathing Apparatus Equipment Page 3 Upon Council approval and issuance of the purchase order, it will take approximately 180 days to receive the equipment, acceptance test, fit test, and train firefighters before putting them in service.

Estimated Allstar Pricing
Item Qty Unit Price Cost
SCBA System 112 $6,780.00 $759,360.00
Carbon Cylinder 118 $1,122.74 $132,483.32
Facepiece 28 $325.55 $9,115.40
Subtotal $900,958.72
Estimated Tax $65,319.51
Total $966,278.23
Environmental Review
This activity is not a project as defined by the California Environmental Quality Act, and no action is required at this time.

Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work and play in the City of Redding.” • Budget and Financial Management – “Achieve balanced and stable 10-year financial plans for all funds.”
• Communication and Transparency – “Improve the quality of communication with the public and city employees to enhance knowledge and increase transparency to improve public trust”.

Attachments
Budget Resolution
Packet Pg. 205 Packet Pg. 144 Attachment: Previous Staff Report - May 19, 2026 (4.8(a)--Approve Amendment to Self Contained Breathing Apparatus Equipment) Resolution No. 2026 - ____________

A RESOLUTION OF THE CITY OF REDDING APPROVING AND ADOPTING THE 35TH AMENDMENT TO CITY BUDGET RESOLUTION NO. 2025-049
APPROPRIATING $966,280 FOR THE PURHCASE OF SELF-CONTAINED

BREATHING APPARATUS (SCBA) FOR THE REDDING FIRE DEPARTMENT FOR FISCAL YEAR 2025-26.

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDDING THAT Budget Resolution No. 2025-049 be and is hereby amended as follows:

FUND DIVISION DESCRIPTION INCREASE DECREASE
101
151
1502
1699
Fire – Suppression
Fire Impact Fee Capital
$641,940
$324,340

THAT account titles and numbers requiring adjustments by this Resolution are as follows:

USE SOURCE

OF FUNDS OF FUNDS
Increase (Decrease) Revenue
101-1502-3577850-00000 Transfer from Rolling Stock $ 421,010 101-1502-3577900-00000 Transfer from Equipment Replacement $ 220,930 151-1699-2910000-00000 Fund Balance $ 324,340
Increase Expenditures
101-1502-7500002-00000 Equipment $ 641,940
151-1699-7500002-00000 Equipment $ 324,340
Total $ 966,280 $ 966,280
THAT the purpose is to appropriate $966,280 for the purchase of self-contained breathing apparatus (SCBA) for the Redding Fire Department for fiscal year 2025-26.

I HEREBY CERTIFY that the foregoing Resolution was introduced at a regular meeting of the City Council of the City of Redding on the 19th day of May, 2026 and was duly adopted at said meeting by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

MIKE LITTAU, Mayor
ATTEST: FORM APPROVAL:

SHARLENE TIPTON, City Clerk BENJAMIN L. STOCK, City Attorney Packet Pg. 206 Attachment: Budget Resolution (4.8(a)--Self Contained Breathing Apparatus Equipment)Packet Pg. 145 Attachment: Previous Staff Report - May 19, 2026 (4.8(a)--Approve Amendment to Self Contained Breathing Apparatus Equipment)

SALES QUOTE
12328 Lower Azusa Road 2613 Barrington Court RFD072826-1 Arcadia, CA 91006 Hayward, CA 94545 Written By
(626) 652-0900 (510) 887-6295 Justin Eldridge
City of Redding Ship To: Redding Fire Department
Department of Purchase Attn: Chief Foley
P.O. Box 496071 955 Hartnell Ave.

Redding, CA 96049 Redding, CA 96002
Phone: Email:

Date Date Required Cust. Order # Tax Exempt # Terms F.O.B. Salesperson Ship Via Quantity U/M Price Amount
3 EA 3,832.59 11,497.77
3 EA 1,426.17 4,278.51
4 EA 2,638.44 10,553.76
4 EA 1,196.90 4,787.60
Subtotal $31,117.64
Comments:

Sales Tax 7.250% $2,256.03
Freight $0.00
Total $33,373.67
Net 30 Destination Miller Drop Ship
Description
Bill To:
8/11/2026 QUOTE
Core SCBA per State Cal Fire Contract 2025
201564-11 RIT FAST ATTACK, Medium, 4500psi
200870-01 Carbon Cylinder for FAST ATTACK
RIT, 30 minute, 4500psi with 90 Deg. Valve
200954-12 RIT III, 4500psi, RECTUS Connections
804723-01 Carbon Cylinder for RIT III
60 Minute, 4500psi, With CGA Valve.

Quote Expires on
8/30/26
Packet Pg. 146 Attachment: 0728 Redding FD CAL FIRE SCBA 2025 Contract quote (4.8(a)--Approve Amendment to Self Contained Breathing Apparatus

SALES QUOTE
12328 Lower Azusa Road 2613 Barrington Court RFD072826-2 Arcadia, CA 91006 Hayward, CA 94545 Written By
(626) 652-0900 (510) 887-6295 Justin Eldridge
City of Redding Ship To: Redding Fire Department
Department of Purchase Attn: Chief Foley
P.O. Box 496071 955 Hartnell Ave.

Redding, CA 96049 Redding, CA 96002
Phone: Email:

Date Date Required Cust. Order # Tax Exempt # Terms F.O.B. Salesperson Ship Via Quantity U/M Price Amount
14 EA 1,426.17 19,966.38
Subtotal $19,966.38
Comments:

Sales Tax 7.250% $1,447.56
Freight $0.00
Total $21,413.94
Net 30 Destination Miller Drop Ship
Description
Bill To:
8/11/2026 QUOTE
Core SCBA per State Cal Fire Contract 2025
804723-01 Carbon Cylinder for RIT III
60 Minute, 4500psi, With CGA Valve.

Quote Expires on
8/30/26
Packet Pg. 147 Attachment: 0728 Redding FD CAL FIRE SCBA 2025 Contract quote 2 (4.8(a)--Approve Amendment to Self Contained Breathing Apparatus

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to the City of Redding Tarmac Road Storm Drain Emergency Replacement Project (Project):
(1) Accept update regarding the Project; and
(2) Pursuant to Public Contract Code Section 22050(c)(1), make a determination by a fourfifths vote that there is a need to continue the emergency work.

Fiscal Impact
The Tarmac Road Storm Drain Emergency Replacement Project (Project) is being funded by a loan from the Wastewater Utility to the Storm Drain Utility. The current total project cost is estimated to be $4,150,000.

The City of Redding (City) received notification from the State on March 10, 2026, that the Governor declared emergency for the 2025 Late December Storm (CDAA 2026-02) is eligible for California Disaster Assistance Act (CDAA) funding, making this Project eligible for funding.

If the CDAA funding is approved, then 75 percent of the project cost may be reimbursed to the City by the State. The remaining City cost share of 25 percent would still be loaned to the Storm Drain utility by Wastewater. The application for CDAA funding was submitted on May 12, 2026, and is awaiting review and approval from the granting agency.

Alternative Action
The City Council (Council) may choose not to accept the project update and provide alternative direction to staff.

MEETING DATE: August 18, 2026
ITEM NO. 4.11(a)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 4.11(a)--Update for the Tarmac Road Storm Drain Emergency Replacement Project
Michael Webb, Interim City
Manager/Public Works
Director
Packet Pg. 148
Report to Redding City Council August 12, 2026
Re: 4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Project Page 2 Background/Analysis
On April 7, 2026, the Council adopted an emergency resolution for the project and authorized the negotiation of emergency contracts. The project proposes to replace the failed existing 20- foot by 6-foot natural bottom arch culvert with a 10-foot by 7-foot cast-in-place reinforced concrete box culvert. The work includes reconstruction of the Tarmac Road embankment, curb and gutter, sidewalk, asphalt concrete and other miscellaneous items of work.

Construction began in June and completed work to date includes installation of temporary water main, earthwork and paving of the temporary access road, temporary shoring of utilities, and demolition and removal of damaged culvert. Current work activities include excavation, grading and beginning formwork for the new concrete reinforced box culvert and other miscellaneous items of work.

Environmental Review
This action is not a project as defined by the California Environmental Quality Act (CEQA) and no further action is required. On April 7, 2026, Council determined that the project is statutorily exempt from environmental review und the CEQA Guidelines, pursuant to Section 15269(b)- Emergency Projects.

Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work, and play in the City of Redding” Attachments
Previous Staff Report- April 7, 2026 - Item No. 9.11(g) Packet Pg. 149

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to the City of Redding Tarmac Road Storm Drain Emergency Replacement Project (Project):
(1) Adopt Resolution, by not less than four-fifths affirmative vote, to declare an emergency and authorize the City Manager, or designee, to negotiate an emergency public works contract for the project in an amount not-to-exceed $3,500,000; (2) Authorize construction contingency amount up to a total of $300,000; (3) Approve $50,000 to cover costs for project development; (4) Approve $300,000 to cover costs for construction management and inspection fees; (5) Adopt Resolution approving and adopting the 33rd Amendment to City Budget Resolution No. 2025-049 appropriating $4,150,000 for said purpose; and (6) Find that the Project is exempt from review under the California Environmental Quality Act Guidelines, pursuant to Section 15269(b) – Emergency Projects.

Fiscal Impact
There have been approximately $55,000 in initial expenses for the project to date for emergency protective measures and engineering. However, due to further inspection, engineering and revised costs estimates the Storm Drain utility does not have sufficient funds to budget for this Project. Therefore, the attached budget resolution is for the Wastewater Utility to provide a loan that will be paid annually, every June 30th and will be amortized annually over a 20-year term at the average pooled cash rate calculated at the time of payment.

MEETING DATE: April 7, 2026
ITEM NO. 9.11(g)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 9.11(g)--Consider adopting Resolution declaring an emergency for the City of Redding Tarmac Road Storm Drain Emergency Replacement Project, and associated budget Resolution.

Michael Webb, Public Works
Director/Interim Asst. City
Manager

APPROVED
Packet Pg. 150 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Report to Redding City Council April 2, 2026
Re: 9.11(g)--Declare Emergency for the Tarmac Rd Storm Drain Emergency Replacement Project Page 2
The City received notification from the State on March 10, 2026, that the Governor declared emergency for the 2025 Late December Storm (CDAA 2026-02) is eligible for California Disaster Assistance Act (CDAA) funding, making this Project eligible for funding. If the CDAA funding is approved, then 75 percent of the project cost may be reimbursed to the City of Redding (City) by the State. The remaining City cost share of 25 percent would still be loaned to the Storm Drain utility by Wastewater according to the terms above.

The following table provides a summary of the estimated costs for the project:

Cost Summary1
Item Incurred Costs to
Date2
Estimate of
Emergency Repairs
Total Current
Estimate
Project Development
Costs
$30 $20 $50
Construction Contract $253$3,475 $3,500
4 Contingency $300 $300
Construction Management $300 $300
Total Project Costs $55 $4,095 $4,150
Notes:
1All amounts are in $1,000’s
2Amounts include City staff time and emergency stabilization efforts/activities completed under contract 3Amount paid to contractor for emergency stabilization efforts/activities under the current contract ($200K not-to-exceed amount)
4Updated contract amount to include adequate resources to complete the required emergency repairs Project cost components are estimates and some shifting of the project development, construction management, and construction contingency funds may be necessary to balance the project within the approved budget.

Alternative Action
The City Council (Council) may choose not to adopt the emergency resolution and direct staff to proceed with repairs through the regular Public Contract Code process or provide alternate direction. These processes carry the risk of being too untimely if the City is to immediately protect the public health and safety by restoration of public services and facilities.

If an alternative action is approved staff requests that the budget resolution be adopted to proceed with the Project.

Background/Analysis
On December 21, 2025, a meteorological event known as a convergence line appeared over the City and outlying areas which released an enormous quantity of water consistent with what is calculated to be a once in every 50-year storm. On December 22, 2025, Interim City Manager Kari Kibler, in her role as the Director of Emergency Services, proclaimed that a local emergency existed throughout the City of Redding. Consistent with State law, Redding Municipal Code and City policies, Council held a special meeting on December 26, 2025, to confirm and ratify the Director of Emergency Services’ Proclamation.

APPROVED
Packet Pg. 151 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Report to Redding City Council April 2, 2026
Re: 9.11(g)--Declare Emergency for the Tarmac Rd Storm Drain Emergency Replacement Project Page 3
On or about December 21, 2025, City crews observed significant failure of a 20-foot by 6-foot natural bottom arch culvert and roadway embankment along Tarmac Road potentially jeopardizing the entire embankment and access for Autumn Glenn Subdivision. Tarmac Road serves approximately 50 residences and is the sole access point other than a narrow emergency access easement on private property. Attached are pictures of the failure and interim protective measures described below.

Staff has contracted with J.F. Shea Construction Inc. for the construction of protective measures and potentially repair. J.F. Shea, a local contractor, was selected based on their technical knowledge, resource availability, and previous performance on emergency projects of similar size and scope. The contract is to provide temporary emergency protective measures including but not limited to slope grading, culvert inlet stabilization, placement of rock slope protection and plastic sheathing to prevent further slope erosion and destabilization of the fill slope supporting Tarmac Road. Construction activities started on December 30, 2025, and the work was completed on December 31, 2025, prior to additional forecasted atmospheric storm events for New Year’s Weekend. Approximately $25,000 have been spent to date. The contractor and the City have continued to monitor the temporary work to assure any additional protective measure are implemented as required. In addition, already having an executed contract with J.F.

Shea will significantly increase their ability to mobilize immediately instead of waiting to secure bonds, insurance and execute contracts.

City engineering staff in cooperation with the Storm Drain utility, contractor, and vendors have been assessing the condition of the arch culvert and roadway. Visual inspections have revealed significant scour erosion of the natural bottom of arch culvert footings throughout and failure of the footing close to the midpoint of the culvert. The embankment slope continues to slough and cracks along the eastbound shoulder and sidewalk are continuing to slowly increase. Staff evaluated a solution to salvage the existing culvert, however due to the extensive scour and damage to the culvert and loss of embankment it was determined that full replacement of the arch culvert with a concrete box culvert was the best solution. Replacement would allow for the roadway embankment to be reconstructed and the box culvert would provide hazard mitigation of future failure due to the concrete bottom of the new culvert. The project will also include concrete headwalls to protect the inlet of the culvert which was a primary cause of failure.

The Resolution seeks authorization to declare an emergency under RMC 4.22.120 and Public Contract Code sections 20168 and 22050. As such, a fourth-fifths vote of the Council will be required to adopt the resolution. Public Contract Code sections 20168 and 22050 collectively provide authority to repair or replace a public facility, and procure the necessary equipment, services and supplies for those purposes without competitive bidding. While notice and competitive bidding are very beneficial in non-emergency situations, these processes are entirely too untimely if we are to immediately protect the public safety by restoring public facilities. If the replacement is not completed prior to fall, 2026 rain season, then there is a potential for catastrophic failure of the culvert and roadway. Failure of the culvert and roadway would be a public access and safety crisis for the Autumn Glenn Subdivision.

It should be noted that RMC 4.22.120 delegates authority to the City Manager to make a finding that the emergency will not permit the delay resulting from a competitive solicitation of bids and that immediate action is necessary to respond to the emergency. In order to ensure Council oversight, RMC 4.22.120(C)(1) requires review of action under Public Contract Code sections 20168 and 22050 at every regular meeting until such time as the emergency ceases.

APPROVED
Packet Pg. 152 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Report to Redding City Council April 2, 2026
Re: 9.11(g)--Declare Emergency for the Tarmac Rd Storm Drain Emergency Replacement Project Page 4
The Resolution has been approved as to form by the City Attorney.

Environmental Review
Staff has determined that the project is exempt from environmental review under the California Environmental Quality Act (CEQA), pursuant to Section 15269 – Emergency Project. The CEQA Section 15269 exemption includes emergency repairs to maintain, repair, restore, demolish, or replace property or facilities damaged or destroyed as a result of a disaster in a disaster-stricken area in which a state of emergency has been proclaimed by the Governor. The 2025 Late December Storms caused significant damage to land, structures, and critical infrastructure in Shasta County, and the California Governor signed a State of Emergency Proclamation for the 2025 Late December Storms on December 24, 2025.

Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work, and play in the City of Redding” Attachments
Location Map
Resolution - Declaring Emergency
Budget Resolution
Tarmac storm damage photos
NOE December 2025 Flooding Repairs
Previous Staff Report - Item no. 2.1 - 12/26/25 Council Meeting - Emergency Proclamation Reso. 2025-095 - Resolution Confirming Existence of a Local Emergency (1) State of California Proclamation of a State of Emergency (12/24/25) Request for CDAA Funding - Shasta County - 2025 Late December Storms - APPROVED

APPROVED
Packet Pg. 153 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

APPROVED
Packet Pg. 154 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement RESOLUTION NO. 2026-____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

REDDING TO DECLARE AN EMERGENCY AND AUTHORIZE THE

CITY MANAGER TO AWARD EMERGENCY CONTRACTS FOR THE

TARMAC ROAD STORM DRAIN EMERGENCY REPLACEMENT

PROJECT
WHEREAS, Public Contract Code sections 20168 and 22050 and Redding Municipal Code 4.22.120(A)provide that, in the case of emergency, a public agency may repair or replace a public facility, take any directly related and immediate action required by that emergency, and procure the necessary equipment, services, and supplies for those purposes without giving notice for bids to let contracts; and
WHEREAS, on or about December 21, 2025, staff was made aware that the 20-foot by 6-foot arch culvert storm water conveyance system under Tarmac Road failed a n d i s causing significant erosion and undermining of the roadway; and WHEREAS, Tarmac Road is critical for the Autumn Glenn Subdivision primary residential access with no other access other than a narrow emergency access on private property; and
WHEREAS, the roadway is vital to the Autumn Glenn Subdivision, public health, safety, and fire protection; and
WHEREAS, a competitive solicitation for bids is anticipated to require at least seven (7) months to design, advertise for bids, and award a contract for construction, after which construction would not occur until the summer 2027 due to the onset of the 2026 rain season; and WHEREAS, failure to complete the arch culvert replacement and roadway embankment repair prior to the 2026 rain season would significantly increase the risk of the total roadway failure and threaten the safety of the Autumn Glenn Subdivision.; and WHEREAS, protective measures of the embankment slope to accommodate the delay necessary for the competitive bidding process would not mitigate or eliminate the threat to persons or property;
NOW, THEREFORE, BE IT RESOLVED THAT:

1. The City Council of the City of Redding finds that the recitals set forth above are true and correct and are hereby adopted as findings of fact.

2. The public interest and necessity require the immediate expenditure of public money to restore the storm water conveyance system to full capacity, protect the public health, safety and welfare, and prevent further damage to the roadway.

APPROVED
Packet Pg. 155 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

3. The City Council of the City of Redding therefore declares an emergency and authorizes the City Manager to award emergency contracts to replace the storm water conveyance system and repair Tarmac Road.

4. The action authorized herein shall be reviewed by the City Council at all regular meetings of the Council until such time as the City Council determines that the emergency is abated.

I HEREBY CERTIFY that the foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Redding on the 7th day of April, 2026, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

MIKE LITTAU, Mayor
ATTEST: FORM APPROVED:

SHARLENE TIPTON, City Clerk BENJAMIN L. STOCK, Interim City Attorney

APPROVED
Packet Pg. 156 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement RESOLUTION NO. 2026 - _____

A RESOLUTION OF THE CITY OF REDDING APPROVING AND ADOPTING THE 33
rdAMENDMENT TO CITY BUDGET RESOLUTION NO. 2025-049
APPROPRIATING $4,150,000 FOR THE TARMAC ROAD STORM DRAIN EMERGENCY REPLACEMENT PROJECT FOR FISCAL YEAR 2025-2026.

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDDING THAT Budget Resolution No. 2025-049 be and is hereby amended as follows:

FUND DIVISION DESCRIPTION INCREASE DECREASE
241 6791 Tarmac Culvert Repair Storm
Drain
$4,150,000
THAT account titles and numbers requiring adjustments by this Resolution are as follows:

USE SOURCE

OF FUNDS OF FUNDS
Decrease (Increase) Fund Balance
231-0000-2910000 Fund Balance 1,037,500
Increase (Decrease) Revenue
241-6791-3631701 State Grant Capitol 3,112,500
231-6301-3560001 Advances to Internal (1,037,500)
241-6701-3560002 Advances to Internal 1,037,500
Increase Expenditures
241-6791-6000302 Tarmac Culvert Repair Storm
Drain 4,150,000
Total $ 4,150,000 $ 4,150,000
THAT the purpose is to appropriate $4,150,000 for the Tarmac Road Storm Drain Emergency Replacement Project for Fiscal Year 2025-2026.

APPROVED
Packet Pg. 157 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement I HEREBY CERTIFY that the foregoing Resolution was introduced at a regular meeting of the City Council of the City of Redding on the 7th day of April, 2026, and was duly adopted at said meeting by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

MIKE LITTAU, Mayor
ATTEST: FORM APPROVAL:

SHARLENE TIPTON, City Clerk BENJAMIN L. STOCK, Interim City Attorney

APPROVED
Packet Pg. 158 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

APPROVED
Packet Pg. 159 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

APPROVED
Packet Pg. 160 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

APPROVED
Packet Pg. 161 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

APPROVED
Packet Pg. 162 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement APPROVED Packet Pg. 163
Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Adopt Resolution to confirm and ratify the Proclamation of the Director of Emergency Services declaring a local emergency.

Fiscal Impact
Adoption of the resolution could have a positive fiscal impact of an indeterminate amount as it will facilitate the recovery of the community and the receipt of emergency aid from state, and possibly federal, authorities if it becomes available.

Alternative Action
The City Council (Council) could choose not to adopt the resolution or provide alternate direction. Failure to adopt the resolution will result in a legal finding that the local emergency has ceased and will likely negatively impact the receipt of aid from state and/or federal authorities, and the City of Redding’s (City) ability to immediately repair or replace damaged infrastructure.

Background/Analysis
On December 21, 2025, a storm event arrived in the City of Redding, ultimately causing conditions beyond the immediate control of local resources, services, personnel, equipment, and facilities. These winter storms have brought heavy rain to all areas of Shasta County resulting in localized flooding, water rescues, and damage to roadways, storm water systems, and other infrastructure. The current forecast calls for continued storms and rainfall which could further exacerbate flooding and increase the difficulty of recovery efforts.

MEETING DATE: December 26, 2025
ITEM NO. 2.1
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 2.1--Consider Resolution to confirm and ratify the City of Redding Proclamation declaring a local emergency due to flooding.

Kari Kibler, Interim City
Manager/Personnel Director

APPROVED
Packet Pg. 164 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Report to Redding City Council December 24, 2025
Re: 2.1--Adopt Resolution to Confirm and Ratify the Proclamation Declaring a Local Emergency Page 2
Due to these events and weather conditions, a local emergency was proclaimed on December 22, 2025, and it is recommended that the Council ratify this proclamation and continue the declaration until such time that the threat of these storms has subsided, there is no longer an elevated risk to life and property, and the emergency restoration of facilities has been completed.

The local emergency was declared by the City Manager serving in her capacity as Director of Emergency Services under Redding Municipal Code (RMC) section 9.12.030. The Proclamation of the Director of Emergency Services is attached.

Pursuant to Government Code section 8630, the Proclamation is valid for seven days. As such, if the Council does not act to adopt a resolution which confirms and ratifies the existence of a local emergency, the declaration of local emergency made under the Proclamation will lapse. A declaration of local emergency provides several benefits in time of emergency. Under Government Code section 8634, it permits a local agency to immediately promulgate orders and regulations necessary to protect the public health and safety. It further permits the State and local agencies to provide mutual aid to the City and makes the costs of such aid incurred by other agencies chargeable to the State. Lastly, the declaration of local emergency facilitates payment to the City by the State under the Disaster Assistance Act (Gov. Code section 8680 et seq.).

The resolution contains all the needed findings to continue the declaration of local emergency under the California Emergency Services Act (Government Code section 8550 et seq.). In the absence of action under Public Contract Code, the Council could declare an emergency under the California Emergency Service Act by a simple majority vote.

The resolution contains all the needed findings to continue the declaration of local emergency under the California Emergency Services Act (Government Code section 8550 et seq.). In the absence of action under Public Contract Code, the Council could declare an emergency under the California Emergency Service Act by a simple majority vote.

Environmental Review
This is not a project as defined under the California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work, and play in the City of Redding.” Attachments
^Resolution - Local Emergency Declaration December 2025 ^Proclamation - Emergency Declaration Flood of December 2025

APPROVED
Packet Pg. 165 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement RESOLUTION NO. 2025-_____

RESOLUTION CONFIRMING EXISTENCE OF A LOCAL EMERGENCY
WHEREAS, Government Code section 8642 provides that whenever a state or local emergency exists, the governing body of the local governmental entity shall meet as soon as possible; and WHEREAS, Redding Municipal Code sections 9.12.030, and 14.24.020, generally empower the City Manager, as Director of Emergency Services, to proclaim the existence or threatened existence of a local emergency when the City is affected or likely to be affected by a public calamity and the City Council is not in session; and
WHEREAS, Redding Municipal Code section 9.12.030(C) provides that the decision of the City Manager to declare a local emergency must be ratified by the City Council within seven (7) calendar days of the City Manager’s action or it shall have no further force or effect; and WHEREAS, the City Manager, as Director of Emergency Services of the City of Redding, proclaimed the existence of a local emergency, as defined in Government Code section 8558(c), within the City on the 22nd day of December, 2025, as evidenced by the Proclamation of the Director of Emergency Services attached and incorporated herein; and
WHEREAS, the Proclamation of the Director of Emergency Services dated December 22, 2025, was sent to the County Director of Emergency Services on December 22, 2025; and WHEREAS, conditions of extreme peril to the safety of persons and property have arisen within the City which were caused by flooding caused by severe winter storms which began on December 21, 2025; and WHEREAS, the conditions caused by the flooding are beyond the control of the services, personnel, equipment and facilities of the City of Redding; and
WHEREAS, the National Weather Service and other forecasting agencies have advised that additional significant storm systems are expected to impact the region in the coming days, bringing continued heavy rainfall, high winds, and the potential for additional flooding; and WHEREAS, the cumulative impacts of successive storm systems pose an ongoing and imminent threat to the health and safety of residents, emergency responders, and public infrastructure within the City; and WHEREAS, the City Council hereby finds that the aforesaid conditions of extreme peril did warrant and necessitate the proclamation of the existence of a local emergency; NOW, THEREFORE, IT IS HEREBY PROCLAIMED AND ORDERED as follows:

1. The recitals stated above are true, correct, and are adopted herein.

2. The Proclamation of the Director of Emergency Services dated December 22, 2025, is hereby confirmed and ratified.

3. That, pursuant to Government Code section 8630(a), a local emergency within the meaning of Government Code section 8558(c) exists within the jurisdictional limits of the City of Redding.

APPROVED
Packet Pg. 166 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

4. That, pursuant to Government Code section 8630(c) the City Council shall review the need for continuing the local emergency at least once every sixty (60) days until the City Council terminates the local emergency.

I HEREBY CERTIFY that the foregoing resolution was introduced and adopted at a Special meeting of the City Council of the City of Redding on the 26th day of December, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

__________________________________
MIKE LITTAU, Mayor
ATTEST: APPROVED AS TO FORM:
_____________________________ ___________________________________ SHARLENE TIPTON, City Clerk CHRISTIAN M. CURTIS, City Attorney

APPROVED
Packet Pg. 167 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement APPROVED Packet Pg. 168
Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement soL T1oN No, o s- a
sc uT aN cc N N+ x sT rc aF a. ocaL n Ex E vc
WHE AS, Gc vernrnent Code section 8642 pravides that whenever a state c r local emergency exists, the goveming body of the lacal governmental entity shall meet as soc n as passible; nd WHE AS, Redding Municipal Code sectic s 9. 2. 030, and 14. Z4. 02t, generally empower the City Manager, as I irector of Emergency Services, to proclaim the existence c r threatened existence of a local emergency when the City is affected ar likely to be affected by a public calamity and the City Council is nat in session; and
WHEREAS, Redding Municipal Code sectic n 9. 12. 430( Cj provides that the decision of the City Manaber to declare a local emergency rnust be ratified by the City Counneil within seven( 7) calendar days af the City Manager' s actian or it sh ll have nc further force ar effect; and WHE AS, the City Manager, as Directt r of Emergency Services of the City af Redding, proclaimed the existence ofa l+cal emergency, as defined in Government Code sectio 1855( c), within the City on the 22" a day of I)ecember, 2025, as evidenced by the Proclarriation of the Director of Emergency Services attached and incorporated herein; and
WHE12EA5, the Prociamation Qf the Director of Emergency Services dated December 2, 2 25, was sent ta the Cc unty Director af Emergenc Services on I ecember 22, 2025, and WHE AS, cond tions of extreme peril tc the safety of persons and property haVe aris n within the City which were caused by flooding caused iy severe winter torms which began on December 21, 2025; and E AS, the conditions aused by the floc ding are b yond the contral of the services, persoz nel, equipment a d facilities of the City crf Redding; and
WHE ' AS, the National Weather Service atid other fc recasting agencies ha e advised that additianal significant starm systems are expected to irnpact the region in the coming days, bringing continued heaVy rainfall, high winds, and the pc ter tial for additional floc c ing; and WHE AS, the cumulative impacts of succ ssive storm systems pose an ongoing and imminent thr at to the health and safety of residents; m rgency respt nders, and public infrastructure within the City; and WHE ' AS, the City Councii hereby finds that the aforesaid c nditic ns of extreme peril did warrant and necessitate the proclamation of the existence of a local emergency; N(7W, THE FO , IT IS HE S*1'' PI20+CLAIMED 1 ND O ERED as follows:

1. The recitals stated above are true, cc7rrect, and are adapted herein.

2. The Proclamation of the Directar of Emergency Services dated December 22, 2025, is hereby canfrmed and ratified,
3_ That, pursuant to Government Cade sectit n 8630( a); a local emergency within the meaning of Government Cc de section 855$( c) exists within the jurisclictional limits of the City of Redding.

APPROVED
Packet Pg. 169 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

4. That, pursuant to Government Code section 863( c) the City Council shall review the need for continuing the local emergency at least once every sixty( 60) days until the City Council terminates the local emergency.

I HEREBY CERTIFY that the fc regaing resolution was introduced and adopted at a special meeting of the City Council of the City c f Redding on the 26th day of December, 2025, by the fallowing vote:

AYES: CtJUN IL ME E12; - Audette, Dhanuka, Munns, Resner, and L ttau NOES. COUNCIL ME ' ERS. - None
ABSENT: COUI TCIL ME ' ERS. - 1Vone
ABSTATN: CO UNCIL ME ERS. - None
r`' /
H
e' r
1VIIKE LITTAU, Mayar
ATTEST: APPROVED AS TC} FC?RCVI:
r,
LL.W,-^`,
x.' v..; .'.....-.,,,-,--
SHARLENE TIpT City Clerk C STIAN M. CITRTIS, City Attarney

APPROVED
Packet Pg. 170 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement A PR4 LAMATI aF
THE I) E TUR ()' E RGEIV Y SERVICES f F THE
T'' C1F I2EDDING, C LIFt71 NIA
i HEREAS, Redding Municipal C de { RMC) sections 9. 12. 030, and 9. 12.t 2U, provide far the preparati n and cartying c ut of plans far the protection of persons and property within the City in the event csf an emergency;
ERE iS, RMC section 9. 12. 03Q states that the City Manager is tihe I irectot of Emergency services and the Assistant City Manager is the Assistant I irector of Emergenc Services 6 HEREAS; RMC ectian 9: 12. fl30 empowers the Director or Assistant Dire tor of E nergency Services tc proclaim the existence of threatened existence af a local emergency when the City Council is not in session;
1 HERE S, the Director af Emer ency Serviees of the City af Redding does hereby find that condieians af extrerne peril to the safety of persons and roperty have arisen within the City c f Redding, caused by floociing, which began an the 2i$t
day of Llecesnber 2025;
HERE IS, these c nditians are or are tikely to be beyond the control of the services, personnel, equrprnent, and facilities of the City of R dding;
Y HERE,4S, the City Cr uncil of the City af Redding is nc t in sessic n and cannot innrnediately be called intc session; and I
NOW, TH REFDRE, IT I,S HEREBY PRG CLAI EU, that a lacal ernergency now exists:
thraughout the ity af Redding; and I
I' IS FURT ER` P:RU L.AIMEL NL UR? ERED that during the existence af' said local emergency, the powers, functions, and duties of the rnergency organization f the City of Redding shal] tht se prescribeci by the stat law, by ordinanc s, and resolutions of the Citiy crf Redding, and that this err ergency proclamatic n shail expire seven{ 7) days after issuance unless confitmed and ratified by the City Cauncil c f the ity of R.edding;
IN TEST`Mt 1YY t IERE F, 1 HEREUNTEI SET Y H 4ND , 41VD CA SE THE S".EAL UF THE CITY CIF R.E ING TG BE AF'FIXE THI,S
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1 APPROVED
Packet Pg. 171 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

APPROVED
Packet Pg. 172 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Project)

APPROVED
Packet Pg. 173 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Project)

APPROVED
Packet Pg. 174 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement Project)

GAVIN NEWSOM

GOVERNOR

CHRISTINA CURRY

ACTING DIRECTOR
3650 SCHRIEVER AVENUE, MATHER, CA 95655
(916) 845-8506 TELEPHONE
www.CalOES.ca.gov
March 10, 2026
The Honorable Chris Kelstrom
Chair, Shasta County Board of Supervisors
1450 Court Street
Redding, CA 96001
Subject: Shasta County – 2025 Late December Storm – Request for California Disaster Assistance Act Funding
Dear Chairperson Kelstrom:

This letter is in response to Shasta County’s request for financial assistance under the California Disaster Assistance Act (CDAA) due to the impacts of the 2025 Late December Storm.

In accordance with the California Emergency Services Act, the Governor declared a State of Emergency to exist in Shasta County on December 24, 2025, for the 2025 Late December Storm. To help the impacted communities recover from the event, CDAA funding is authorized for Shasta County for the 2025 Late December Storm (CDAA 2026-02). My staff will contact your authorized agent on record under separate cover to provide the forms necessary to apply for reimbursement utilizing the CDAA Program.

Please know Cal OES will continue to work closely with your team during the recovery efforts. Feel free to contact [email protected], if you have additional questions or would like to discuss this matter further.

Sincerely,

ROBYN FENNIG
Deputy Director, Recovery
cc: Rob Sandblom, Lieutenant, Shasta County Office of Emergency Services David J. Rickert, County Executive Officer, Shasta County Thomas Graham, Regional Administrator, Inland Region Response, Cal OES Docusign Envelope ID: 06443928-5970-493A-A4D2-5CB79668A6A6

APPROVED
Packet Pg. 175 Attachment: Previous Staff Report- April 7, 2026 - Item No. 9.11(g) (4.11(a)--Update for the Tarmac Rd Storm Drain Emergency Replacement

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to the Butte Street Boogie Network Project:
(1) Adopt the Mitigated Negative Declaration, and the Mitigation Monitoring and Environmental Commitment Program; and
(2) Approve the Butte Street Boogie Network Project as described, thereby satisfying the requirements of the California Environmental Quality Act Guidelines §15074.

Fiscal Impact
Approval of the Butte Street Boogie Network Project (project) along with adoption of the Mitigated Negative Declaration (MND) and the Mitigation Monitoring Program (MMP) allows the project to move toward the final design and construction phases. There is no fiscal impact as a direct result of adopting the MND, MMP, and approving the project.

The project is estimated to cost approximately $8,048,000 and is funded with an Active Transportation Program (ATP) grant of $6,437,000 and Shasta Regional Transportation Agency funds totaling $806,000, with the remaining $805,000 funded with Streets local match.

Alternative Action
The City Council (Council) may choose not to adopt the MND and the MMP, and not approve the project as described. Without approval, the project would not be able to proceed as a City project, as it would not comply with the California Environmental Quality Act (CEQA).

MEETING DATE: August 18, 2026
ITEM NO. 4.11(b)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 4.11(b)--Adopt the Mitigated Negative Declaration and Mitigation Monitoring Program; and Approve the Butte Street Boogie Network Project Michael Webb, Interim City
Manager/Public Works
Director
Packet Pg. 176
Report to Redding City Council August 12, 2026
Re: 4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St Page 2 Background/Analysis
On July 18, 2023, the Council accepted State of California ATP grant funds and regional nonmotorized grant funds for the Butte Street Boogie Network Project. The project includes: three new traffic circles, new and upgraded ADA curb ramps, curbs, gutters, sidewalks, retaining walls, lighting, multi-use pathways, and a pedestrian bridge. Construction work will consist of earthwork, trenching, vegetation removal, utility relocation, drainage installation and modification, tree planting, installation of irrigation, paving, striping, and sign replacement/installation. Utilities will be relocated as needed to implement the ADA compliant improvements. Drainage improvements include the installation, modification, removal, or replacement of the City storm drain utility infrastructure to ensure positive drainage of the nonmotorized improvements. The improvements will be constructed in the City right of way and within easement areas. Construction is anticipated to begin in 2027 and continue through 2028.

The purpose of the project is to safely accommodate active transportation, including people that walk, bike, and roll. It is needed because the roadway and trail segments included in the project have discontinuous pedestrian and bicycle facilities, and for some sections, no facilities.

Pedestrians and bicyclists are required to share roadways with motor vehicles, take circuitous detours, or use unimproved (dirt surface) paths.

An Initial Study (IS) was prepared to satisfy the requirements of the CEQA. It describes why the project is being proposed and the potential impacts to the existing environment. The IS shows that the proposed project could have a significant effect on biological resources, but with implementation of mitigation measures, those impacts will be reduced to a level considered less than significant. The mitigation and conservation measures to be implemented are common practices and include, but are not limited to, biological pre-construction surveys, impact minimization, and sediment control measures.

Based on the conclusions made in the IS, an MND was prepared. The MND describes the project, including mitigation measures, and makes the determination that there will be no significant effect on the environment provided that the defined mitigation measures are implemented as part of the project. In addition, an MMP has been written and incorporated into the MND (CEQA Section 21081.6). The MMP will be used by City staff, contractors, agencies, and monitoring personnel during and after the project to ensure effective implementation of the adopted mitigation measures outlined in the MND.

The IS/MND/MMP documents were sent to the State Clearinghouse for a 30-day public review period and distribution to pertinent state agencies. They were sent to local resource agencies, the Shasta County Clerk, and posted on the Public Works Department website. A public notice was also sent to landowners in the vicinity of the project and posted in the local newspaper. Nine comment letters were received during the public review period.

Environmental Review
The City is the lead agency for the project pursuant to CEQA. As the lead CEQA agency, the Council is authorized to adopt the MND per Redding Municipal Code Section §18.24.070.E and state law. Upon adoption of the MND and approval of the project by the Council, a Notice of Determination will be filed with the Shasta County Clerk’s Office and the State Clearinghouse, completing the environmental review process. The IS/MND is available in the Public Works Department and is currently available online at:
https://www.cityofredding.gov/government/departments/public_works/environmental_managem ent/index.php
Packet Pg. 177
Report to Redding City Council August 12, 2026
Re: 4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St Page 3 Council Priority/City Manager Goals
• This is a routine operational item.

Attachments
Location Map
MND_Butte Street Boogie
MMP_Butte Street Boogie
Comments & Response to Comments_Butte Street Boogie
Previous Staff Report 7-18-23
Packet Pg. 178
Court St
Airpark Dr
California St
N Court St
Eureka Way
West St
Willis St
Shasta St
Magnolia Ave
Olive Ave
Railroad Ave
Oak St
Oregon St
Chestnut St
Orange Ave
North St
Placer St
Almond Ave
Mesa St
Center St
Pleasant St
Tehama St
Jay St
Tenth St
Eleventh St
Skyline
Dr
South St
Fig Ave
Oak Ridge Dr
Terrace St
Old Eureka Way
Walnut Ave
ford Ave
Ro
s
e
Av
e
Cottonwood
Ave
Amelia Ct
M
anzanita
Hills
Ave
Hillcrest Ave
Grace Ave
Sacramento St
Olive Ave
Walnut Ave
Center
St
Tehama St
Butte St
Gold St
Waln
ut
Ave
Foothill Blvd
Yuba St
West St
Market St

BUTTE ST BOOGIE NETWORK PROJECT
City of Redding
0 1,000 2,000
/ Feet
Project Area
Date Printed: July 23, 2026
Packet Pg. 179 Attachment: Location Map (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Butte Street Boogie Network Project Page 1
July 2026

MITIGATED NEGATIVE DECLARATION

BUTTE STREET BOOGIE NETWORK PROJECT
STATE CLEARINGHOUSE NO. 2026050043

SUBJECT
Butte Street Boogie Network Project

PROJECT DESCRIPTION
The City of Redding proposes to construct an Active Transportation Project. The purpose of the project is to safely accommodate active transportation, including people that walk, bike and roll. It is needed because the roadway and trail segments included in the project have discontinuous pedestrian and bicycle facilities, and for some sections, no facilities. Pedestrians and bicyclists are required to share roadways with motor vehicles, take circuitous detours, or use unimproved (dirt surface) paths.

The project includes: three new 36-foot diameter traffic circles, new and upgraded ADA curb ramps, curbs, gutters, sidewalks, retaining walls, lighting, multi-use pathways, and a pedestrian bridge. Construction work will consist of earthwork, trenching, vegetation removal, utility relocation, drainage installation and modification, tree planting, installation of irrigation, paving, striping, and sign replacement/installation.

Utilities will be relocated as needed to implement the ADA compliant improvements. Drainage improvements include the installation, modification, removal, or replacement of the City storm drain utility infrastructure to ensure positive drainage of the non-motorized improvements. The improvements will be constructed the City right of way and within easement areas. Construction is anticipated to begin in 2027 and continue through 2028.

ENVIRONMENTAL SETTING
The proposed project is in the city of Redding (City), Shasta County, California. The proposed project area includes approximately 46 acres and spans a mixed-use corridor encompassing portions of Butte Street, Shasta Street, West Street, Placer Street, Orange Avenue, Walnut Avenue, Almond Avenue, Pleasant Street, and Yuba Street and includes both urbanized segments and an open space area north of Benton Airpark. The open space is characterized by rolling hills, oak trees, and an intermittent stream with a patchy riparian corridor. The project is located within the Redding USGS 7.5 Minute Quadrangle, Section 35, Township 32 N, Range 05 W, Mount Diablo Base and Meridian.

FINDINGS AND DETERMINATION
The City of Redding conducted an Initial Study (attached) that determined that the proposed project could have significant environmental effects on biological resources. Implementation of specific mitigation measures identified below will avoid or mitigate the potentially significant environmental effects identified, and the preparation of an environmental impact report will not be required. If there are substantial changes that alter the character or impacts of the proposed project, another environmental impact determination will be necessary.

Packet Pg. 180 Attachment: MND_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) City of Redding
Public Works Department, Engineering Division Mitigated Negative Declaration

July 2026
Prior to approval of the project, the lead agency may conclude, at a public hearing, that certain mitigation measures identified in the Mitigated Negative Declaration are infeasible or undesirable. In accordance with California Environmental Quality Act (CEQA) Section 15074.1, the lead agency may delete those mitigation measures and substitute other measures that it determines are equivalent or more effective. The lead agency would adopt written findings that the new measure(s) is(are) equivalent or more effective in mitigating or avoiding potential significant effects and that it would not cause any potentially significant effect on the environment.
1) Based on the whole record (including the Initial Study and any supporting documentation) and the mitigation measures incorporated into the project, the City of Redding has determined that there is no substantial evidence that the project will have a significant effect on the environment. 2) The Mitigated Negative Declaration, with its supporting documentation, reflects the independent judgment and analysis of the lead agency, which is the City of Redding.

DOCUMENTATION
The attached Initial Study documents the reasons to support the above determination.

MITIGATION MEASURES
The following mitigation measures will be incorporated into the project to minimize potential effects on biological resources:

MM-1. The construction limits shall be clearly identified prior to construction and all areas containing elderberry shrubs to be avoided during construction shall be fenced or flagged off.

MM-2. For elderberry shrubs occurring adjacent to work locations, 15-foot avoidance buffers shall be established around the driplines of the shrubs to help protect the shrubs and their root zones during project activities. The avoidance buffers shall be maintained for the duration of work activities in the area.

MM-3. To the extent feasible, all activities that occur within 165 feet of an elderberry shrub, shall be conducted outside of the flight season of VELB (March-July).

MM-4. The City shall monitor the work area at project appropriate intervals to assure that all avoidance and minimization measures are implemented.

MM-5. Removal of vegetation within the dripline of an elderberry shrub shall be limited to August through February when adults are not active. Removal activities shall avoid damaging the elderberry shrub, and herbicide use is prohibited.

MM-6. If construction is to occur during the nesting season for birds (February 1 through August 31) or raptors (November 1 through July 15) a qualified biologist will conduct a pre-construction survey to locate active nests. The pre-construction survey will be conducted no more than seven (7) days prior to the initiation of construction activities. If a lapse in construction activities occurs for 7 days or longer, another pre-construction survey will be performed. If an active nest is found, a qualified biologist (in consultation with the CDFW) will determine the extent of a buffer zone to be established around the nest.

Packet Pg. 181 Attachment: MND_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) City of Redding
Mitigated Negative Declaration Public Works Department, Engineering Division Butte Street Boogie Network Project Page 3
July 2026
The pre-construction survey may be conducted concurrently with pre-construction surveys for other special-status species.

MM-7. Removal of large trees (10-inch dbh or greater) with cavities, crevices, or snags shall occur before maternity colonies form (i.e., prior to March 1) or after young are volant (i.e., after August 15). If construction (including the removal of large trees) occurs during the nonvolant season (March 1 through August 15), a qualified biologist shall conduct a preconstruction survey of the project area to locate maternity colonies and identify measures to protect the colonies from disturbance. The survey should also identify potential roosting habit for individually roosting species. The preconstruction survey will be performed no more than seven days prior to the implementation of construction activities. If a lapse in construction activities for seven days or longer occurs between those dates, another preconstruction survey will be performed. If a maternity colony is found a qualified biologist (in consultation with the CDFW) will determine the extent of a construction-free buffer zone to be established around the nest. If roosting bats are confirmed in a tree that must be trimmed or removed, CDFW bat eviction procedures shall be followed.

PUBLIC REVIEW DISTRIBUTION
Draft copies or notice of this Mitigated Negative Declaration were distributed to:
ƒ State Clearinghouse
ƒ Shasta County Clerk
ƒ California Department of Transportation District 2
ƒ California Department of Fish and Wildlife District 1 ƒ Central Valley Regional Water Quality Control Board
ƒ California Highway Patrol
ƒ Native American Heritage Commission
ƒ State Office of Historic Preservation
ƒ All property owners within 300 feet of the project area boundary

PUBLIC REVIEW
(X) Draft document referred for comments 4/30/2026–5/29/2026 Date
( ) No comments were received during the public review period. ( ) Comments were received but did not address the draft Mitigated Negative Declaration findings or the accuracy/completeness of the Initial Study. No response is necessary. The letters are attached. (X) Comments addressing the findings of the draft Mitigated Negative Declaration and/or accuracy or completeness of the Initial Study were received during the public review period. The letters and responses follow (see Attachment D, Response to Comments).

Packet Pg. 182 Attachment: MND_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Packet Pg. 183 Attachment: MND_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Butte Street Boogie Network Project Page 1
April 2026

MITIGATION MONITORING AND

ENVIRONMENTAL COMMITMENT PROGRAM

BUTTE STREET BOOGIE NETWORK PROJECT
STATE CLEARINGHOUSE NO. 2026050043

MITIGATION MONITORING PROGRAM CONTENTS
This document is the Mitigation Monitoring and Environmental Commitment Program (MMP/ECP) for the Butte Street Boogie Network Project (project). The MMP/ECP includes a brief discussion of the legal basis for, and the purpose of, the program, discussion, and direction regarding complaints about noncompliance; a key to understanding the monitoring matrix; and the monitoring matrix.

LEGAL BASIS OF AND PURPOSE FOR THE MITIGATION MONITORING PROGRAM California Public Resources Code Section 21081.6 requires public agencies to adopt mitigation monitoring or reporting programs whenever certifying an environmental impact report (EIR) or a mitigated negative declaration (MND). This requirement facilitates implementation of all mitigation measures adopted through the California Environmental Quality Act (CEQA) process.

The MMP contained herein is intended to satisfy the requirements of CEQA as they relate to the Initial Study/Mitigated Negative Declaration prepared for the project. It is intended to be used by City of Redding (City) staff, participating agencies, project contractors, and mitigation monitoring personnel during implementation of the project.

Mitigation is defined by CEQA Guidelines Section 15370 as a measure that does any of the following:
 Avoids impacts altogether by not taking a certain action or parts of an action.  Minimizes impacts by limiting the degree or magnitude of the action and its implementation.  Rectifies impacts by repairing, rehabilitating, or restoring the impacted environment.  Reduces or eliminates impacts over time by preservation and maintenance operations during the life of the project.
 Compensates for impacts by replacing or providing substitute resources or environments.

The intent of the MMP is to provide for the effective implementation and enforcement of adopted mitigation measures and permit conditions. The MMP will provide for monitoring of construction activities as necessary, onsite identification and resolution of environmental problems, and proper reporting to City staff.

In addition to meeting the CEQA MMP requirements, this document incorporates environmental commitments, standard practices, conservation measures, and best management practices (BMPs). The environmental commitments may be part of the project design, standard contract specifications, City requirements, or conservation measures. These commitments are part of the project, but they do not constitute mitigation under CEQA as they have not been incorporated to reduce a potentially significant impact.

Packet Pg. 184 Attachment: MMP_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) City of Redding
Public Works Department, Engineering Division Mitigation Monitoring Program

April 2026

MITIGATION MONITORING/ENVIRONMENTAL COMMITMENT PROGRAM TABLE The MMP/ECP Table identifies the mitigation measures and commitments proposed for the project. The tables have the following columns:
 Mitigation Measure: Lists the mitigation measures identified within the Initial Study for a specific potentially significant impact, along with the number for each measure as enumerated in the Initial Study.
 Environmental Commitment: Lists the commitments identified within the project that are not related to a potentially significant CEQA impact, but further provide for environmental resource protection.
 Timing: Identifies at what point in time, review process, or phase the mitigation measure will be completed.
 Agency/Department Consultation: References the City department or any other public agency with which coordination is required to satisfy the identified mitigation measure.  Verification: Spaces to be initialed and dated by the individual designated to verify adherence to a specific mitigation measure.

NONCOMPLIANCE COMPLAINTS
Any person or agency may file a complaint asserting noncompliance with the mitigation measures and commitments associated with the project. The complaint shall be directed to the City in written form, providing specific information on the asserted violation. The City shall investigate and determine the validity of the complaint. If noncompliance with a mitigation measure has occurred, the City shall take appropriate action to remedy any violation. The compliant shall receive written confirmation indicating the results of the investigation or the final action corresponding to the particular noncompliance issue.

Packet Pg. 185 Attachment: MMP_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Butte Street Boogie Network Project Page 3
April 2026

MITIGATION MONITORING AND ENVIRONMENTAL COMMITMENT PROGRAM TABLE

FOR THE BUTTE STREET BOOGIE NETWORK PROJECT

MITIGATION MONITORING PROGRAM
STATE CLEARINGHOUSE NO. 2026050043

ENVIRONMENTAL COMMITMENTS
The following environmental commitments will be incorporated into the project to further protect environmental and biological resources:

Best Management Practices
Timing/
Implementation
Enforcement/
Monitoring
Verification
(Date and Initials)
Air Quality (AQ)
AQ-1. Nontoxic soil stabilizers will be applied according to manufacturer’s specification to all inactive construction areas.

Construction Construction
Management
AQ-2. All grading operations will be suspended when winds (as instantaneous gusts) exceed 20 miles per hour.

Construction Construction
Management
AQ-3. Water all stockpiles, access roads, and disturbed or exposed areas, as necessary, to prevent airborne dust.

Construction Construction
Management
AQ-4. Pursuant to the California Vehicle Code (Section 23114(e)(4)) (California Legislative Information 2016), all trucks hauling soil and other loose material to and from the construction site will be covered or will maintain at least 6 inches of freeboard (i.e., minimum vertical distance between top of load and the trailer).

Construction Construction
Management
AQ-5. All public roadways used by the project contractor will be maintained free from dust, dirt, and debris caused by construction activities. Streets will be swept at the end of the day if visible soil materials are carried onto adjacent public paved roads.

Construction Construction
Management
Biological Resources (BIO)
BIO-1. As required by the City of Redding Stormwater Quality Management and Discharge Control Ordinance, an erosion and sediment control plan (ESCP) or will be prepared to address BMPs that will be used to prevent erosion and sediment loss. The ESCP must also address dust control, spill control, pollution control, waste management, equipment maintenance and fueling, and materials storage within the project site.

Preconstruction/
Construction
City/ Construction
Management
BIO-2. Appropriate erosion and sediment control measures (e.g., silt fences, straw wattles) shall be in place prior to the onset of construction activities near jurisdictional waters and in project areas where there is a potential for surface runoff to drain into jurisdictional waters. The measures shall be monitored and maintained until construction activities have ceased.

Construction Construction
Management
Packet Pg. 186 Attachment: MMP_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) City of Redding
Public Works Department, Engineering Division Mitigation Monitoring Program

April 2026
Best Management Practices
Timing/
Implementation
Enforcement/
Monitoring
Verification
(Date and Initials)
BIO-3. High visibility fencing, flagging, or markers will be installed along the edges of the work zone near avoided waters and riparian areas. In addition, equipment entry and exit points; and staging, storage, and stockpile areas must be clearly marked prior to the entry of mechanized equipment or vehicles into the construction area.

Construction Construction
Management
Cultural Resources (CR)
CR-1. If previously unidentified cultural materials are unearthed during construction, it is City/Caltrans policy that work be halted in that area until a qualified archaeologist can assess the significance of the find. Additional archaeological surveys will be needed if the proposed project undertaking limits are extended beyond the present survey APE limits.

Construction City/ Construction
Management
CR-2. If human remains are discovered during project activities, all activities in the vicinity of the find will be stopped and the Shasta County Sheriff-Coroner’s Office shall be notified. If the coroner determines that the remains may be those of a Native American, the coroner will contact the Native American Heritage Commission (NAHC). Treatment of the remains shall be conducted in accordance with further direction of the County Coroner or the NAHC, as appropriate.

Construction City/NAHC/
County Coroner
Hazards and Hazardous Materials (HAZ)
HAZ-1. Hazardous materials, including fuels, oils, cement, and solvents will be stored and contained in an area protected from direct runoff and away from areas where they could enter waters of the United States.

Construction City/ Construction
Management
HAZ-2. Construction equipment will be inspected daily for leaks. Leaking fluids will be contained upon detection, and equipment repairs will be made as soon as practicable, or the leaking equipment will be moved offsite.

Construction City/ Construction
Management
HAZ-3. Secondary containment such as drip pans or absorbent materials will be used to catch spills or leaks when removing or changing fluids. Secondary containment will be used for storage of all hazardous materials.

Construction City/ Construction
Management
HAZ-4. Spill containment and clean-up materials will be kept onsite at all times for use in the event of an accidental spill.

Construction City/ Construction
Management
HAZ-5. Absorbent materials will be used on small spills rather than hosing down or burying the spill. The absorbent material will be promptly removed and disposed of properly.

Construction City/ Construction
Management
Packet Pg. 187 Attachment: MMP_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) City of Redding
Mitigation Monitoring Program Public Works Department, Engineering Division Butte Street Boogie Network Project Page 5
April 2026
Best Management Practices
Timing/
Implementation
Enforcement/
Monitoring
Verification
(Date and Initials)
Hydrology and Water Quality (WQ)
WQ-1. All construction work and stockpiling of materials shall be confined to the project disturbance area.

Preconstruction/
Construction
City/ Construction
Management
WQ-2. Temporary stockpiling of excavated or imported material shall be placed in upland areas. Preconstruction/ Construction
City/ Construction
Management
WQ-3. Excess soil shall be used onsite or disposed of at a regional landfill or other appropriate facility.

Construction City/ Construction
Management
Packet Pg. 188 Attachment: MMP_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) City of Redding
Public Works Department, Engineering Division Mitigation Monitoring Program

April 2026

CALIFORNIA ENVIRONMENTAL QUALITY ACT MITIGATION MEASURES Resource-specific mitigation measures that will be used during project implementation include the following:

Mitigation Measure (MM)
Timing/
Implementation
Enforcement/
Monitoring
Verification
(Date and Initials)
Biological Resources (BIO)
MM-1. The construction limits shall be clearly identified prior to construction and all areas containing elderberry shrubs to be avoided during construction shall be fenced or flagged off.

Preconstruction/
Construction/
Post-Construction
City/ Construction
Management
MM-2. For elderberry shrubs occurring adjacent to work locations, 15-foot avoidance buffers shall be established around the driplines of the shrubs to help protect the shrubs and their root zones during project activities. The avoidance buffers shall be maintained for the duration of work activities in the area.

Preconstruction/
Construction
City/ Construction
Management
MM-3. To the extent feasible, all activities that occur within 165 feet of an elderberry shrub, shall be conducted outside of the flight season of VELB (March-July).

Preconstruction/
Construction/
Post-Construction
City/ Construction
Management
MM-4. The City shall monitor the work area at project appropriate intervals to assure that all avoidance and minimization measures are implemented.

Preconstruction/
Construction
City/ Construction
Management
MM-5. Removal of vegetation within the dripline of an elderberry shrub shall be limited to August through February when adults are not active. Removal activities shall avoid damaging the elderberry shrub, and herbicide use is prohibited.

Preconstruction/
Construction
City/ Construction
Management
MM-6. If construction is to occur during the nesting season for birds (February 1 through August 31) or raptors (November 1 through July 15) a qualified biologist will conduct a pre-construction survey to locate active nests. The pre-construction survey will be conducted no more than seven (7) days prior to the initiation of construction activities. If a lapse in construction activities occurs for 7 days or longer, another pre-construction survey will be performed. If an active nest is found, a qualified biologist (in consultation with the CDFW) will determine the extent of a buffer zone to be established around the nest. The pre-construction survey may be conducted concurrently with pre-construction surveys for other special-status species.

Preconstruction/
Construction
City/ Construction
Management
Packet Pg. 189 Attachment: MMP_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) City of Redding
Mitigation Monitoring Program Public Works Department, Engineering Division Butte Street Boogie Network Project Page 7
April 2026
Mitigation Measure (MM)
Timing/
Implementation
Enforcement/
Monitoring
Verification
(Date and Initials)
MM-7. Removal of large trees (10-inch dbh or greater) with cavities, crevices, or snags shall occur before maternity colonies form (i.e., prior to March 1) or after young are volant (i.e., after August 15). If construction (including the removal of large trees) occurs during the nonvolant season (March 1 through August 15), a qualified biologist shall conduct a preconstruction survey of the project area to locate maternity colonies and identify measures to protect the colonies from disturbance. The preconstruction survey will be performed no more than seven days prior to the implementation of construction activities. If a lapse in construction activities for seven days or longer occurs between those dates, another preconstruction survey will be performed. If a maternity colony is found a qualified biologist (in consultation with the CDFW) will determine the extent of a construction-free buffer zone to be established around the nest. The survey should also identify potential roosting habit for individually roosting species. If roosting bats are confirmed in a tree that must be trimmed or removed, CDFW bat eviction procedures shall be followed.

Preconstruction/
Construction
City/ Construction
Management
Packet Pg. 190 Attachment: MMP_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Butte Street Boogie Network Project
Response to Public Comments Received on CEQA Initial Study/Mitigated Negative Declaration, State Clearinghouse #2026050043
In accordance with the California Environmental Quality Act (CEQA), an Initial Study/Mitigated Negative Declaration (IS/MND) for the Butte Street Boogie Network Project was made available to the public and interested agencies for a minimum 30-day review period. The agency review period was managed by the State Clearinghouse (SCH) and closed on June 1, 2026. The public review period was managed by staff and also closed on June 1, 2026. All written comments received during the public and agency review period are attached, along with written responses to environmental issues raised by commenters on the IS/MND. Comments received on the public draft IS/MND do not identify new significant impacts or significant new information that would require recirculation of the draft IS/MND pursuant to CEQA Guidelines Section 15073.5. This technical memorandum is being used to summarize comments and support adoption of the public draft IS/MND.

Response to Comments
A total of nine comment letters were received regarding the IS/MND. The comment letters were submitted by the California Department of Fish and Wildlife, California Department of Transportation , Roxanne Redenius, Liz Smyth, Kaitlyn Toledo, Shannon Miller, Maureen and Dean Haltom, Aaron Morland, and Judith Townley. The letters are attached to this technical memorandum. Some letters have been grouped based on the comment topic.

California Department of Fish and Wildlife (Letter A)
Letter A was submitted by the California Department of Fish and Wildlife (CDFW) and includes eight comments.

Comment 1. California Endangered Species Act (CESA)
Response: After field studies, biological impact evaluation, and incorporation of avoidance and minimization measures, the City has determined that the project does not have the potential to result in take of plants and animals listed under CESA.

Comment 2. Lake and Streambed Alteration Agreements (LSA) Response: Placement of the pedestrian bridge abutments above the banks of Calaboose Creek will require the City to obtain a LSA Agreement. The City will submit an LSA application to CDFW upon completion of CEQA.

Comment 3. Crotch’s Bumble Bee
Response: It was determined that the project and surrounding areas do not provide suitable nesting or foraging habitat for this species. The bees inhabit open grassland and scrub habitats.

Important food plants include Asclepias, Chaenactis, Lupinus, Phacelia, and Salvia. The species Packet Pg. 191 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) 2 was historically common throughout much of the southern two-thirds of California, but now appears to be absent from most of it. California Natural Diversity Database, Bumble Bee Watch, and iNaturalist indicate that no records of Crotch’s bumble bee have been found within a fivemile-radius of the project area. The nearest sighting of Crotch’s Bumble Bee is approximately

17.5 miles away (as the crow flies) on the western side of Shasta Bally in the WhiskeytownShasta-Trinity National Recreation Area. This sighting occurred at Coggins Park, which is a remote site at an elevation of approximately 4,200 feet. The Coggins Park site consists of old growth conifers, a variety of pine tree species, and a large diversity of flowering plants.

Conversely, the Butte Street Boogie Network Project area consists primarily of urban built environment with some oak woodland and an annual grassland understory adjacent to residential areas and a minor collector roadway (Placer Street). The project site does not offer an abundance of floral resources, thus making it unlikely that bumble bees would depend on the project site for nesting or foraging habitat. For these reasons Crotch’s bumble bee would not be present on the project site or adversely affected by project implementation.

Comment 4. Bat Species
Response: Thank you for the recommendation. Mitigation measure MM-7 will be modified to include language addressing individual roosting bats.

Comment 5. Oak Woodlands
Response: The pedestrian path runs along an existing disturbed wastewater utility access road and construction in this area will only require the removal of a few trees. The majority of trees that will be removed are located immediately adjacent to the north side of Placer Street where construction of sidewalk is proposed. The tree survey included trees as small as 2-inches in diameter at breast height and given the location adjacent to the busy roadway these trees are less likely to provide the habitat structure that the surrounding trees currently provide. There are an abundant number of oak trees in the open space and vicinity, and the project would not significantly impact oak woodlands, wildlife, or wildlife corridors.

Comment 6. Revegetation and Landscaping
Response: The majority of City projects include some type of revegetation and landscaping; however, there are many considerations that must be made to ensure safety. These include distances from roadways, travel speed, overhead and underground utility conflicts, future development, and in this circumstance the Clear Recovery Zone for Benton Airpark. The open space area has been preserved in compliance with Federal Aviation Administration (FAA) rules, and the FAA would not permit any revegetation effort in this space. Street trees are typically replaced through grant funding from the State of California. The grant for this project does not include landscaping, and it is likely that future grants will be obtained to install or replace street trees where appropriate.

Packet Pg. 192 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) 3 Comment 7. Filing Fees
Response: This is correct. If the Redding City Council approves the project, filing fees must be paid in order for the project to be vested and final. The filing fees will be paid upon project approval and at the time of filing the Notice of Determination.

Comment 8. Submitting Environmental Data
Response: The City will report any observation of special status species to the CNDDB using the CNDDB field survey form.

California Department of Transportation (Letter B)
Letter B was submitted by the California Department of Transportation (Caltrans) and includes two comments.

Comment 1. Pedestrian Crossing at West Street
Response: The City will continue to collaborate with Caltrans on the study and design of this crossing. The City will also obtain an encroachment permit from Caltrans prior to construction.

Comment 2. Drainage Issues within Caltrans Right of Way Response: The City understands that raised crosswalks and other improvements can modify drainage and that careful consideration is required during the design process. The engineering team will continue to design the project drainage systems appropriately. As the design progresses, the City will send the plans and drainage report to Caltrans for review and comment.

Roxanne Redenius (Letter C)
Letter C was submitted by Roxanne Redenius and includes two comments/options.

Comment 1. Project Option 1
Response: Thank you for submitting your comments. Option 1 is currently included in the project to provide low pressure connectivity to Manzanita Elementary School.

Comment 2. Project Option 2
Response: The City has evaluated other streets in the area for connectivity. The current trail alignment was selected for, but not limited to, the following; • The trail tying into Yuba St. provides the most direct and low pressure alternative to Placer Street and continues to travel westward to San Francisco Street.

Packet Pg. 193 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) 4 • The trail length is a significant component in the grant application and changes would require justifications and approval by the California Transportation Commission to alter the project scope, potentially jeopardizing project funding.
• The trail near your home is within the City’s street right of way (although undeveloped) and is consistent with the land use.
• The trail on Yuba Street is designed to provide an adequate buffer, continued parking in the City right of way, and to maintain the current property access.

For the above reasons the trail on Yuba Street will remain in the project scope; however, the City’s design team would be more than willing to meet with you and your neighbor again to adjust the alignment as much as possible within the City right of way to accommodate your concerns.

Lyz Smith, Kaitlyn Toledo, and Shannon Miller (Letter D) Letter D was submitted by three residents who are in support of the project.

Comment 1. Project Option 1
Response: Thanks to each of you for submitting letters of support for this project. It’s great to hear that you are looking forward to using the new infrastructure when it’s complete. We will continue to seek grants to complete sidewalk gaps, and we will evaluate the area to determine if additional speed tables can be installed.

Maureen and Dean Haltom (Letter E)
Letter E was submitted by the Haltom family and includes six comments.

Comment 1. Project Scope on Manzanita Hills Avenue
Response: Thank you for submitting your comments on this project. We are pleased to hear that you are happy with the modifications that were made to the planned infrastructure on your street.

Comment 2. School Traffic on Shasta Street
Response: Thank you for making us aware of this traffic issue. While the funding for this grant project cannot be used to create a turn lane, we will monitor traffic in the area to see if there are other viable options to improve traffic flow on Shasta Street near the school.

Packet Pg. 194 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) 5 Comment 3. Bushes on Private Property
Response: While the City does not have programs for helping disabled residents with landscaping, the County does have some agencies or groups that may be able to assist. We suggest you contact the Shasta County Health and Human Services Agency.

Comment 4. Rainwater Collection Area
Response: The only area with water that we are aware of is Calaboose Creek. Calaboose Creek is a natural stream with a riparian corridor that runs through the open space area and into private property. The City clears the stream at road crossings, but the California Department of Fish and Wildlife regulates the amount of trimming and work that can be done within any natural channel or stream. The Shasta Mosquito and Vector Control District regularly sprays areas that hold water and they also release mosquito fish into the streams and ponds.

Comment 5. Birds and Wildlife
Response: Urban development such as a subdivision can push wildlife out, as the habitat conditions are permanently modified. Construction activities for the pedestrian/bicycle path through the open space area may temporarily discourage birds from foraging immediately adjacent to the active equipment; however, there is abundant habitat for these species in the project vicinity. Permanent displacement would not be anticipated when construction is short in duration and the habitat is not permanently modified. Nocturnal wildlife will continue to use the open space when construction personnel are not present. Pedestrian and bicycle use does not typically impact birds as the activity is not stationary and the birds are used to foraging in both the open space and urban habitat.

Comment 6. Homeless Population and Fire Hazzard
Response: Concerns with homeless encampments where trails are constructed is a common concern. After implementation of multiple projects, the City has found the opposite to be true.

In areas where we have had issues with encampments, trail construction has helped reduce encampment activity tremendously. Once a trail is built, the surrounding neighbors will utilize the trail which removes the sense of privacy for those who are camping. The City also has Park Rangers that drive on these trails to look for encampments, litter, and illegal activity. Fire hazards can occur in any open space, but with public trail use, the risk of fire hazards due to encampments will be reduced. Fire vehicles and personnel can currently access the area by driving along the existing Wastewater Utility maintenance access roads. Once the project is constructed there will be increased access to the open space area, as they will be able to drive on the new paved trail.

Packet Pg. 195 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) 6 Aaron Morland (Letter F)
Letter F was submitted by Aaron Morland and includes 8 comments.

Comment 1. Support for the Project
Response: Thank you for submitting your comments on this project. We are pleased to hear that you support this project and regularly use the City bike facilities.

Comment 2. Two-Way Cycle Track
Response: It is possible that a two-way cycle track was considered during the preliminary planning process; however, it was never incorporated into the project and that was likely due to constraints at the railroad crossing. The plan set that accompanied the grant application showed a buffered Class 2 bike lane instead, and it appears that we discussed a cycle track in error in the February 18, 2025, City Council staff report.

Comment 3. Protection Barriers for Cyclists
Response: Portions of the Class 2 bike lane along the north side of Shasta Street are protected by on-street parking, and we will consider installing bollards or other similar vertical elements in the bike lane buffers in areas that are not protected by parked cars.

Comment 4. Curbside Bicycle Lane
Response: We will consider this where feasible; however, features such as the on-street ADA parking stalls must remain adjacent to the curb due to accessibility constraints.

Comment 5. Reduction in Number of Travel Lanes Eastbound on Shasta Street Response: We agree. The current version of the plans does show the roadway striping to be reconfigured such that the eastbound direction is reduced from two lanes down to one lane.

Comment 6. Bicycle Detection
Response: The project will ensure appropriate bicycle and other modes of transportation in the bike lane will be detected in the bike lane approach to the intersection.

Comment 7 & 8. Bicycle Facilities and Improvements near Manzanita Elementary School Response: We are pleased to implement infrastructure improvements that are bicycle, pedestrian, ADA, and vehicle friendly.

Packet Pg. 196 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) 7 Judith Townley (Letter G)
Letter G was submitted by Judith Townley and includes 5 comments.

Comment 1. Sidewalk Modification and Parking Reduction
Response: Thank you for submitting your comments on this project. Studies, public outreach, discussions with the school, and area observations were made during project planning; however, the constructive comments from you and your neighbors has been extremely helpful. The City met with a few of your neighbors on May 19, 2026, to discuss the project. The feedback we received resulted in design modifications that address your concerns with sidewalk modification and parking reduction. Following are the changes that we are making to the project:
• The bulb-outs and crosswalks on the northeast side of Manzanita Hills Avenue will be eliminated. The bulb-outs and a single crosswalk will remain on the northwest side of the intersection at Monte Bello.
• No new stop signs will be installed at the intersection of Manzanita Hills Avenue and Monte Bello. The existing single stop sign on Monte Bello will remain (as it is now). • The existing mid-block crosswalk, in front of the school, will be enhanced. • A bulb-out and crosswalk on the south east side of Shasta Street and Manzanita Hills Avenue will be eliminated.
• A portion of Manzanita Hills Avenue will be paved - generally from Shasta Street to the curve on Manzanita Hills Avenue, as that represents the project study limits on Manzanita Hills Avenue. If funding allows, paving may occur on Shasta Street near the school and west along Pleasant Street.

Packet Pg. 197 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Comment Letter A
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Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Comment 1
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Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Comment 4
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Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Comment 5
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Comment 7Comment 8
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Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) From: Babcock, Kelly M@DOT
To: Kelley, Amber
Cc: Battles, Michael@DOT; Grah, Kathy M@DOT; Clark, Skip@DOT Subject: Butte Street Boogie Network Project Caltrans comments Date: Monday, June 1, 2026 7:41:01 AM
Attachments: image001.png
You don't often get email from [email protected]. Learn why this is important Good Morning Amber,
Sorry for the late reply, but Caltrans has a few comments about the City’s upcoming ATP project along Butte, Shasta and Placer Street:

The project aims to improve pedestrian safety by installing a crossing across SR 299 at West Street in the City of Redding. The city will conduct traffic studies to confirm a safe and appropriate crossing, followed by a permit review to ensure proper design. This project will require active coordination between the City of Redding and Caltrans District 2 Operations and Safety Teams.

The information provided is not adequate to determine if the project will create drainage issues in the Caltrans Right-of-Way. The State has no comments at this time but will need to review project plans and a drainage report as part of the Caltrans encroachment permit process (or sooner).

Thank you,
Kelly Babcock
Caltrans
D2 Transit Representative
Local Development Review
530.782.2965
Comment Letter B
Comment 1
Comment 2
Packet Pg. 210 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Public Works
Engineering Division
Amber Kelly
In response to your letter regarding possibly putting a bike trail in front of the homes
at 2810 Yuba St, 2800 Yuba St, 1510 Highland Dr, 1520 Highland Dr Redding CA. I have already sent letters to Micheal Webb, Josh Anthony, Ex City Manager Barry Tippen, and all of City Council Members. To date, none of the residents at the above addresses have been contacted from the City of Redding regarding our initial letter.

I have attached a copy of the original letter.

Once again, please consider the other options that we proposed in the original letter.

Roxanne (Roxie) Redenius
2810 Yuba St
Redding CA 96001
530-941-9198
Comment Letter C
Packet Pg. 211 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) To: Micheal Webb: Director of Public Works
Josh Anthony: Assitant Director of Public Works
RE:Proposed Bike Trail near Butte St,Highland Drive and Yuba St.

During a recent conversation with Zach Bonnin he revealed that a bike lane was going to be considered to be constructed in front of two homes on Highland Drive and two homes on Yuba St. These homes have been there for several years in a quiet neighborhood. We understand that these plans are in the preliminary status at this time. The following options for this project will elevate traffic in front of these homes to preserve the ambiance and quiet nature of this neighborhood.

Option 1: Reroute the bike trail behind the homes on Shasta St to the gate off Shasta st adjacent to Manzanita School then down the hill from Manzanita School to Pleasant St where it turns onto Placer St.

Option 2: There are 8 streets West to Fig off of Butte St that have access to Placer St easily without disturbing the neighbors of Highland Drive and Yuba St.

In conclusion; please consider these two other options before further planning takes place. We understand that the plannin£ process and environmental reviews will take time to complete. Thankyou
Please Contact: Roxie Redenius 2810 Yuba St. Phone: 530-941-9198 with any questions.

List of involve neighbors:

Roxie Redenius: 530-941-9198 2810 Yuba St
Millie 310-920-9118 2800 Yuba St
Zita Haddon 530-244-1183 1510 Highland Dr
Donna Lorenz 530-339-6837 1520 Highland Dr
Comment 1
Comment 2
Packet Pg. 212 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) From: Elizabeth
To: Kelley, Amber
Subject: Re: Butte Street Boogie Network Project questions Date: Tuesday, May 5, 2026 2:32:45 PM
Okay thank you so much for looking into it for me, and I'll keep my fingers crossed for the next grant. :)
Thanks,
Liz
On Tue, May 5, 2026 at 12:45 PM Kelley, Amber <[email protected]> wrote:

Hi Elizabeth,
I’m glad you are excited about the project! I agree, the walking path in the open space will really enhance that area. I did speak with the engineer and we are not going to be able to construct sidewalk on the south side of Shasta with this grant. We continuously apply for these grants and we will keep this location on our list for a future grant opportunity.

Thank you,
Amber Kelley
Environmental Compliance Manager
City of Redding
(530) 225-4046 Office
(530) 949-9300 Cell
“Please note: The City of Redding email addresses have transitioned from @cityofredding.org to @cityofredding.gov. Please update your records accordingly.” From: Elizabeth <[email protected]>
Sent: Tuesday, May 5, 2026 10:33 AM
To: Kelley, Amber <[email protected]>
Subject: Re: Butte Street Boogie Network Project questions Comment Letters D - Three letters of support
Packet Pg. 213 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) You don't often get email from [email protected]. Learn why this is important Hi Amber,
Thank you for your quick response! I'll look forward to hearing about the sidewalk.

Honestly I'd be happy to have it :) because there's often erosion there into the storm drain at the corner.

I'm also excited for the project overall - it'll be great to have a walking/biking trail for the open space.

Thanks,
Liz
On Mon, May 4, 2026 at 1:02 PM Kelley, Amber <[email protected]> wrote:

Hi Elizabeth,
Thank you for reaching out. I have reviewed the plans and it does not appear that we will be constructing sidewalk in front of your home (south side of South Street, between Almond and Walnut), but I would like to confirm that with the engineer and get back to you.

Work conducted in the City’s Right of Way would not impact your property value or property taxes.

As indicated above, I will need to confirm regarding sidewalk construction. If the trees are within the City’s right of way (they appear to be), and within the sidewalk alignment they would likely need to be removed.

I will get back to you shortly with a firm answer regarding sidewalk construction. Thank you,
Amber Kelley
Environmental Compliance Manager
City of Redding
Packet Pg. 214 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) You don't often get email from [email protected]. Learn why this is important (530) 225-4046 Office
(530) 949-9300 Cell
“Please note: The City of Redding email addresses have transitioned from @cityofredding.org to @cityofredding.gov. Please update your records accordingly.” From: Elizabeth <[email protected]>
Sent: Saturday, May 2, 2026 7:44 PM
To: Kelley, Amber <[email protected]>
Subject: Butte Street Boogie Network Project questions
Dear Ms. Kelley,
I am the property owner at 2561 Shasta Street in Redding, and would like to know please how the proposed Butte Street Boogie Network Project would affect my property. I've reviewed the declaration online, and the PDF files there are pixelated when I zoom in to see my specific area.

Will the project require cutting down the large oak trees in my front yard? Will it cause an increase in my property taxes, and/or a supplemental tax to be added? If so, any additional info you have would be helpful.

Will a sidewalk be added on the south side of Shasta Street between Almond and Walnut?
Any info you can share please regarding the project's impact to 2561 Shasta Street would be greatly appreciated. If it's easier, feel free to give me a call: 213-315-9195.

Thank you for your help!
Regards,
Liz Smyth
Packet Pg. 215 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) From: Kaitlyn T.

To: Kelley, Amber
Subject: Butte Street Boogie Project Comment
Date: Tuesday, May 19, 2026 1:44:57 PM
You don't often get email from [email protected]. Learn why this is important Dear Amber Kelley:

As someone who lives on Willis Street (within the project area), I fully support the proposed improvements for increasing non-motorized transport accessibility in the Butte Street Boogie project area. I hope the project goes through and I look forward to utilizing it after completion! I would also support the installation of a few speed bumps, many people speed on the hills here.

Thank you,
Kaitlyn
Packet Pg. 216 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) From: Shannon Miller
To: Kelley, Amber
Subject: Butte Street Boogie
Date: Wednesday, May 27, 2026 10:00:41 PM
You don't often get email from [email protected]. Learn why this is important Dear Amber Kelley,
I fully support the proposed improvements for increasing non-motorized transport accessibility in the Butte Street Boogie project area. I hope the project goes through and I look forward to utilizing it after completion! Thank you for your time.

Sincerely,
Shannon Miller
Redding, CA
Packet Pg. 217 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) From: Maureen Haltom
To: Kelley, Amber
Cc: Munns, Jack; Littau, Mike; Resner, Erin; Audette, Tenessa; Dr. Dhanuka, Paul Subject: Butte Street Boogie Network Project
Date: Friday, May 29, 2026 5:02:11 PM
You don't often get email from [email protected]. Learn why this is important

AMBER KELLEY

ENVIRONMENTAL COMPLIANCE MANAGER
777 CYPRESS AVENUE
REDDING CA 96001
MAY 29, 2026
Dear Ms. Kelley
We received your email and would like to thank you for your time and for addressing our concerns regarding the proposed Butte St Boogie Network Project and the changes that were proposed to our street in particular. We, and many of our neighbors, are pleased and very thankful for the traffic and engineering teams taking our concerns into consideration and amending the plan as you outlined.

Our very long letter has now been amended to address just a few items that still concern us with regard to this project.

When additions were made to the school some years back the residents in the area were asked for input. This is when it was proposed that Shasta Street was to be put through to meet up with Manzanita Hills Avenue. We were advised that it would lessen the traffic on our street. This was not an accurate statement. We fought for the current traffic circles on Shasta Street as we were concerned with the then speed of the vehicles on that street and the lives of the Manzanita students. It was proposed that both the school busses and the parents drop-off were to be on the Manzanita Hills Avenue side. Thankfully the school listened to resident input and the busses are on the Manzanita Hills side and the vehicle driven parent drop-off was put on the Shasta Street side. Even with that, both Shasta Street and Manzanita Hills Avenue - and many of the surrounding streets to include Monte Bello - are lined on both sides of the street with teacher parking and with parent vehicles for the parents that walk their children to and from class each school day. Both South Street and Pleasant Street are blocked both morning and afternoon each school day for 15-20 minutes minimum with parent vehicles lining the streets waiting for their turn to enter the uphill cue for dropping off/picking up their child. We feel a worthwhile City resource project would be to build a retaining wall along the South Street unused and often overgrown bank/hill area alongside the school and create a site specific lane for the parent vehicles waiting to enter that cue, thereby curing the through-traffic bottleneck on Shasta Street.

One of our asks was that the street be re-paved and re-lettered directly surrounding the school on a more routine basis. You have addressed that, thank you. We appreciate that the main crosswalk will be enhanced. Directly across from that crosswalk are residents who have let their landscaping overgrow the sidewalk access and with cars parked along the road, the pass-through for families is largely blocked. Just this week we spoke with a young lady at the residence who advised that her parents are disabled and cannot physically address the problem and that the bushes were planted too close to the sidewalk years ago. We ourselves are senior citizens and cannot help our neighbors in this situation. We were hoping that the City has a program for helping disabled residents with such situations.

We are greatly concerned with the proposed pedestrian bridge and walkway through the last of the greenbelt acres in our area. When we purchased our home it was with the understanding that the greenbelt behind the entire length of Manzanita Hills Avenue, stretched across what was Shasta Street (not yet put through all the way), Comment Letter E
Comment 2
Comment 3
Comment 1
Packet Pg. 218 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) and then stretched to placer street across from the Benton airfield and dog park area. It was FAA designated as “no build” due to the Benton Airpark flight path. The City elected to permit a subdivision. [Note: The City’s rainwater collection area in that neighborhood is presently an overgrown mosquito haven]. The project caused a noticeable decrease in birds and wildlife. We believe that the current proposal will further disturb what is left of those populations in our area. Humans, bikes, electric bikes will all be a deterrent to wildlife. In addition, we believe this will now add to the homeless population who already frequent the “rock quarry” area in that greenbelt, make it easier to bring their trash and debris and create the potential for more fires, which had already been an issue in that area for years. The wildlife could literally be obliterated, not to mention all of the homes along the edges of the greenbelt. We would like to know if there is a plan for fire safety in this project. Can firetrucks and water lines even safely access this area, and/or the rest of the walking path areas? Repectfully,
Clyde Dean Haltom Maureen Celeste Haltom
35 year residents of 1155 Manzanita Hills Avenue Redding CA 96001 cc Mayor Mike Littau
City Council Members:

Jack Munns
Erin Resner
Tenessa Audette
Dr. Paul Dhanuka
Comment 4
Comment 5
Comment 6
Packet Pg. 219 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) From: Aaron Morland
To: Kelley, Amber
Subject: Butte Street Boogey IS/MND Comments
Date: Friday, May 29, 2026 1:17:41 PM
You don't often get email from [email protected]. Learn why this is important Dear Amber Kelley,
In response to the NOI to Adopt an MND for the Butte Street Boogey Network Project issued by mail in 2026, I have the following comments:

1. I support this project and wish for the City to complete it. I commute on the Shasta Street and Butte Street portions of this route via bicycle at least 4x weekly and the current cycling facilities are unsafe and expose cyclists to vehicles traveling at lethal speeds with no protection on the Shasta Street section between West Street and California Street.

2. The original scope of the project as stated in the February 18, 2025 Council Agenda Packet Staff Report states that one of the improvements will be:
“Beginning at the corner of Shasta Street and California Street, the project will construct a new cycle track (protected two-way bike facility) on Shasta Street from the new Shasta Bike Depot, west to West Street”
It is my understanding that it is no longer feasible to construct a two-way cycle track because the counterflowing traffic in the cycle track would require a reconfiguration of the Union Pacific crossing gates, which would cause significant and unacceptable project delays.

However, despite not being able to complete a cycle track, the revised project scope must still include protection for the cycle lanes on both sides of Shasta Street, such as physical and visual deterrent like the raised concrete on the California Street bikeway or plastic bollards on the Trinity Bikeway. Paint and painted buffer zones is not a deterrent to keep vehicles out of cycle lanes. I commuted southbound along California Street prior to the California Bikeway project and frequently had vehicles veering into the cycle lane. After the raised curb was constructed in along the cycle track, the ride is much safer and vehicles do not veer into the cycle lane.

Further, any parallel street parking remaining on Shasta Street in this section must be on the vehicle lane side of cycle lane so that cyclists are not between parked cars opening doors and the travel lane, and so cyclists are protected from traveling vehicles behind parked cars.

3. To accommodate protection for cycle lanes on Shasta Street between California and West, the eastbound direction should be reduced to one vehicle travel lane. Observed vehicle traffic volumes are much higher in the westbound direction as vehicles continue down Shasta Street after existing SR-44, while eastbound vehicle traffic volumes are lower due to some vehicles using Placer or Eureka to reach SR-44.

4. When traveling eastbound on Shasta Street approaching the Court Street traffic signal, the current signal does not recognize cyclists. Cyclists currently have to press the pedestrian cross signal button on the SW corner of the intersection in order to get the light to turn green to cross Court Street. The stoplight should be reconfigured to include a dedicated bicycle signal Comment Letter F
Comment 1
Comment 2
Comment 3
Comment 4
Comment 5
Comment 6
Packet Pg. 220 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) or a sensor to recognize cyclists approaching from the west. Vehicles often do not come from the west for multiple signal phases, so cyclists currently must press the pedestrian cross signal to avoid significant delay.

5. While advanced cyclists are more capable of using the less safe road facilities that exist today, constructing safe and comfortable cycling facilities will allow beginner and moderate riders to travel via bicycle, subsequently reducing vehicle traffic volumes and driver delay.

6. I support shortening and raising the crosswalks near Manzanita Elementary to reduce vehicle speed, increase driver awareness of the crosswalks, and shorten crossing distances for kids. These improvements are critical to keeping kids safe on their way to and from school.

Thank you for considering my comments. If you have any questions, please reach out via email or cell phone.

Aaron Morland
City of Redding Homeowner and Taxpayer
(503) 840-7530 [503 area code, not 530]
[email protected]
Comment 7
and 8
Packet Pg. 221 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St)

AMBER KELLEY

ENVIRONMENTAL COMPLIANCE MANAGER
777 CYPRESS AVENUE
REDDING, CA 9600
May 26, 2026
Dear Ms Kelley
I would like to express my concerns regarding the proposed construction and sidewalk modifications on the northeast side of Manzanita Hills Avenue as part of the Butte St. Boogie Network Project.

Public infrastructure projects should be supported by clearly demonstrated needs, measurable public benefits, and careful consideration of the impacts on surrounding residents. At present, it is not clear that those standards have been sufficiently met with respect to the proposed modifications near the school and adjacent neighborhood.

The proposal appears to reduce available parking for parents while simultaneously increasing pedestrian, bicycle, and rolling traffic near an elementary school serving approximately 520 students during concentrated drop-off and pick-up periods. It is difficult to understand how these changes will materially improve safety for students, parents, or school staff.

It also remains unclear whether sufficient direct observation and meaningful evaluation of the actual traffic, pedestrian, parking, and operational conditions in the area have been conducted during active school hours.

The proposed plan would permanently eliminate or significantly restrict the already limited parking available in front of private residences along Manzanita Hills Avenue. This would directly affect homeowners’ ability to accommodate visitors, family members, caregivers, contractors, and service providers on a daily basis throughout the year.

Importantly, the proposal does not appear to provide factual evidence demonstrating that the loss of these parking spaces will produce a significant safety or operational benefit for the school community. By contrast, the adverse impacts on nearby residents are immediate, concrete, and long-term.

Comment Letter G
Comment 1
Packet Pg. 222 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Given the expense of the proposed construction, the permanent neighborhood impacts, and the apparent lack of clearly established necessity, I respectfully urge the Mayor, City Council, and all relevant committees to reconsider or postpone the project until a more thorough factual analysis and meaningful neighborhood review process can be completed.

Respectfully,
Judith Townley
50 year resident of 1135 Manzanita Hills Ave
Redding, CA 96001
cc Mayor Mike Littau
City Council Members: Jack Munns
Erin Resner
Tenessa Audette
Dr. Paul Dhanuka
Packet Pg. 223 Attachment: Comments & Response to Comments_Butte Street Boogie (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions regarding allocation of awarded State of California Active Transportation Program (ATP) grant funds and regional non-motorized grant funds for the following projects:
(1) Accept ATP funds in the amount of $7,993,000 and $1,000,000 in regional nonmotorized funds for a total of $8,993,000 for the Victor Improvement Project; (2) Accept ATP funds in the amount of $6,437,000, and $806,000 in regional non-motorized funds for a total of $7,243,000, for the Butte Street Improvement Project; and (3) Adopt Resolution approving and adopting the 3
rd Amendment to City Budget Resolution
No. 2023-060 appropriating $16,236,000 for the two projects.

Fiscal Impact
The total estimated cost of the Victor Improvement Project (Victor Project) is $9,992,000. The attached budget Resolution will appropriate Active Transportation Program (ATP) funds of $7,993,000 as well as regional funds from the Shasta Regional Transportation Agency (SRTA) in the amount of $1,000,000 for this project. The remaining $999,000 will come from Citywide Transportation Impact Fee (TIF), Streets funds, or other potential local funding sources or grants.

ATP grant evaluators rank applications by numerous factors, including the amount of match funds provided for each application. In order to receive the maximum points available for that aspect of the grant application, the City of Redding (City) and SRTA partnered to split the optimal match amount of 20 percent (10 percent each).

The total estimated cost of the Butte Street Improvement Project (Butte Street Project) is $8,048,000. The Resolution will appropriate $6,437,000 in ATP funds and $806,000 in SRTA funds. The remaining project funds in the amount of $805,000 will come from TIF, Streets funds, or other local funding sources or grants.

MEETING DATE: July 18, 2023
ITEM NO. 4.11(e)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(e)--Accept Active Transportation Program Funds for Active Transportation Program Cycle Six (6) and Adopt Budget Resolution Appropriating Funds Chuck Aukland, Public
Works Director

APPROVED
Packet Pg. 224 Attachment: Previous Staff Report 7-18-23 (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Report to Redding City Council July 11, 2023
Re: 4.11(e)--Accept Active Transportation Program Funds ATP Cycle 6 Page 2 Alternative Action
The City Council (Council) may choose not to accept the ATP or regional funds from SRTA or approve the budget resolution. The City would lose ATP and SRTA funds in the amount of $16,236,000 and the projects may not be completed without additional funding sources.

Background/Analysis
On September 26, 2013, Governor Brown signed legislation creating the ATP program in the Department of Transportation. The ATP consolidated several federal and state transportation programs into a single program with a focus to make California a national leader in active transportation. The ATP is administered by the Division of Local Assistance, Office of State Programs. The purpose of the ATP is to encourage increased use of active modes of transportation. On June 7, 2022, the Council directed staff to apply for funds through ATP Cycle Six (6) for four projects. Of the four projects submitted, two projects were awarded ATP funding including the Victor Project and the Butte Street Project. The third project was for the Park Marina Quick Build, which ranked highest in the state for the quick build program, but ultimately the state decided not to fund any quick build projects for Cycle 6. The fourth project was the Hilltop Drive application for a new mixed-use path along the corridor, which missed the point cutoff by a few application points and was not awarded this cycle.

The proposed Victor Project is mainly located on the Victor Avenue corridor and will reconstruct the roadway and add complete streets facilities north of Cypress Avenue to Mistletoe Lane with a fully separated multi-use path on the west side of Victor Avenue and close the sidewalk gaps on the east side. This will continue similar improvements already constructed or in design which originally started near Enterprise Park at the south end of the corridor and extended north towards Hartnell Avenue. An ATP Cycle 5 project awarded to the City and currently in the design phase, called the Victor and Cypress Avenues Active Transportation Project will carry improvements north from Hartnell Drive to Cypress Avenue. The proposed Victor Project will continue these types of facilities north from Cypress Avenue to Mistletoe Lane. Staff will continue to place a high priority on efforts to obtain additional funding for improvements north on Victor Avenue from Mistletoe Lane to Old Alturas Road.

The Victor Project will also include neighborhood “greenways” that will improve the neighborhood streets with traffic calming and a signed bike route to connect the neighborhoods to Mistletoe School and the retail areas to the west. It will also construct shared-use paths, sidewalks, curb ramps, and bike lanes. The project will enhance safety by constructing mid-block crossings with Rectangular Rapid Flashing Beacons and installing protected intersections for safer crossings.

The proposed Butte Street Project includes a variety of improvements on the west side of Downtown Redding. The project begins at the corner of Shasta Street and California Street, and will construct a new cycle track (protected two-way bike facility) on Shasta Street from the new Shasta Bike Depot west to West Street. The project then improves many of the neighborhood streets along Butte Street between Placer Street on the south, Eureka Way on the north, and Pleasant Street on the west side. It will enhance Butte Street into a neighborhood “greenway” bike facility that will facilitate bikes through the neighborhood as an alternative to Placer Street and Eureka Way. Butte Street will feature curb extensions for pedestrian safety, slow

APPROVED
Packet Pg. 225 Attachment: Previous Staff Report 7-18-23 (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Report to Redding City Council July 11, 2023
Re: 4.11(e)--Accept Active Transportation Program Funds ATP Cycle 6 Page 3 neighborhood streets with traffic calming devices and enhanced bicycle crossings of the side streets. It will add an off-street extension west on Butte Street through the open space and will connect to Manzanita Elementary School. This project also includes funding to address Placer Street along the Benton Airpark gap with the addition of bicycle and pedestrian facilities in this gap along the north side of Placer Street. The overall project will complete bicycle connections on the west side of Downtown Redding from California Street through the neighborhoods to Pleasant Street.

Environmental Review
These actions are not a project as defined by the California Environmental Quality Act, and no further action is required at this time. Appropriating the funding for these projects will allow the environmental studies and engineering design work to commence.

Council Priority/City Manager Goals
• Economic Development – “Facilitate and become a catalyst for economic development in Redding to create jobs, retain current businesses and attract new ones, and encourage investment in the community.”
• Public Safety – “Work to improve all aspects of public safety to help people feel secure and safe where they live, work, and play in the City of Redding.” • Budget and Financial Management – “Achieve balanced and stable 10-year Financial Plans for all funds.”
Attachments
^Resolution
^Location Map

APPROVED
Packet Pg. 226 Attachment: Previous Staff Report 7-18-23 (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) RESOLUTION NO. 2023-____

A RESOLUTION OF THE CITY OF REDDING APPROVING AND ADOPTING THE 3
RD AMENDMENT TO CITY BUDGET RESOLUTION NO. 2023-060
APPROPRIATING $16,236,000 FOR THE VICTOR IMPROVEMENT PROJECT

AND FOR THE BUTTE STREET IMPROVEMENT PROJECT AND THE
ASSOCIATED FUNDING SOURCES FOR FISCAL YEAR 2023-24

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDDING THAT Budget Resolution No. 2023-060 be and is hereby amended as follows:

FUND DIVISION DESCRIPTION INCREASE DECREASE
151 1671

Transportation Grant Projects $16,236,000
THAT account titles and numbers requiring adjustments by this Resolution are as follows:

USE SOURCE

OF FUNDS OF FUNDS
Increase (Decrease) Revenue
151-1671-3608001-PTVIC Federal Grant - Capital - Public Works $ 6,044,000 151-1671-3629001-PTVIC State Grant Capital - Public Works $ 1,949,000 151-1671-3731001-PTVIC Contributions - Public Works $ 1,000,000 151-1671-3629001-PTBSI State Grant Capital - Public Works $ 6,437,000 151-1671-3731001-PTBSI Contributions - Public Works $ 806,000 Increase Expenditures
151-1671-7700006-PTVIC Victor Improvement Project $ 8,993,000 151-1671-7700006-PTBSI Butte Street Improvement Project $ 7,243,000 Total $ 16,236,000 $ 16,236,000
THAT the purpose is to appropriate $16,236,000 for the Victor Improvement Project and for the Butte Street Improvement Project and the associated funding sources for fiscal year 2023-24.

I HEREBY CERTIFY that the foregoing resolution was introduced at a regular meeting of the City Council of the City of Redding on the 18th day of July, 2023, and was duly adopted at said meeting by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

MICHAEL DACQUISTO, Mayor
ATTEST: FORM APPROVAL:

SHARLENE TIPTON, City Clerk BARRY E. DeWALT, City Attorney

APPROVED
Packet Pg. 227 Attachment: Previous Staff Report 7-18-23 (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St) Z
S a c r
a
m
e
n
t
o
R
i v
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r
Martin
Luther King
Jr. Park
South City
Park, Tiger
Field
Carnegie
Park
Foothill Park Turtle Bay
Regional
Park (East)
Old
City
Hall
Bob White
Park
Minder
Park
Vista
Ridge Park
Caldwell Park
Caldwell
Park
Amethyst Park Carnelian
Park
Peppertree
Natural
Area Park
Softball Park
Parkview
Riverfront Park
and Trails
Turtle
Bay Park
(Private)
Convention
Center
Grounds
Benton
Dog Park
T. R.

Woods Memorial
Park
Magnolia Park
Joint Use
The Sculpture
Park at
City Hall
Matson/Mowder/Howe
Com. Garden
Lake
Redding
Park
Highland Park
Neighborhood Park
Sundial
Bridge
Sundial
Bridge
Redding
Aquatic
Center
Henderson
Open Space Oro St
N
Court St
Mistletoe Ln
California
St
East St
Benton Dr
Lincoln St
Continental St
Cal Ore Dr
Yuba St
Palisades Ave
Olive Ave
Chestnut St
Rosaline Ave
Railroad Ave
Industrial St
Placer St
Mary St
Middle Creek Rd
Oregon
St
Market St
Locust St
Canby Rd
West St
Overhill Dr
South St
Pioneer Dr
Center St
Village Dr
Pine St
Elk
Dr
Athens Ave
Harlan Dr
Snow Ln
Rio Dr
Buenaventura Blvd
Foothill Blvd
Mount Bonnington Dr
Dana Dr
Panorama Dr
Sonoma St
Mesa St
Alamine Dr
Oxford Rd
River Park
Dr
Canal Dr
Garden Ave
Woodcliff Dr
Gold St
Larkspur Ln
Oakdale Ln
Bechelli Ln
Olympic
St
Oak St
Grouse
Dr
R
vi er Be
nd
Rd
Royal Oaks Dr
Burton Dr
Whistling Dr
Ironw
ood
Ln
Peppertree
Ln
Pleasant St
Lake Redding Dr
Browning St
Victor Ave
Sequoia St
Magnolia Ave
del Mar Ave
Liberty St
State St
Barbara Rd
Verda St
Loma St
Willis St
8th St
Butte St
Walnut Ave
Almond Ave
Partridge Dr
Redbud
Dr
Hilltop
Dr
Shasta St
Reddington
Dr
Deerfield Ave
Waldon St
Hemsted Dr
Vintage Path
Washington Ave
Sunset Dr
Spaniel Dr
Edgew
ood
Dr
Airpark Dr
River Ridge Dr
IrisDr
F ounta i n Cir
Haight St
Woodhill Dr
Scenic Dr
SpringerDr
Lost Ln
Dusty Ln
∙þ273
∙þ299
∙þ44

BENTON FIELD
City of Redding - ATP Cycle 6 Project Extents
[
0 0.25 0.5 0.75 1 Miles
Park Marina
Drive Quick build
Hilltop Drive
Improvement
Project
Victor Avenue
Improvement
Project
Butte Street
Boogie
City Limit
Downtown Core
District
Boundary
Hilltop Avenue
Improvement Project
Victor Avenue
Imrprovement Project
Park Marina Drive
Quick Build
Butte Street Boogie
6 APPROVED
Packet Pg. 228 Attachment: Previous Staff Report 7-18-23 (4.11(b)-- Mitigated Neg Declaration/MMP/Approve Butte St)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following actions relative to Request for Proposal (RFP) No. 5680, for water storage tank repair and maintenance services:
(1) Award to Superior Tank Solutions, Inc.;
(2) Authorize the Mayor to execute a Consultant and Professional Services Contract with Superior Tank Solutions, Inc. for water storage tank repair and maintenance services for an approximately ten-year period and for a not to exceed fee of $12,201,000; (3) Authorize the City Manager, or designee, to approve contract amendments not-to-exceed $200,000;
(4) Adopt Resolution approving and adopting the 49th Amendment to City Budget Resolution No. 2025-049 appropriating $915,080 for Fiscal Year 2026-27; and (5) Find that the water storage tank repair and maintenance program is categorically exempt from review under the California Environmental Quality Act, pursuant to Section 15301 - Existing Facilities
Fiscal Impact
The Water Storage Tank Repair and Maintenance Program (Program) is being funded by the Water Utility Division. The Water Utility has sufficient budget capacity to fund the Program, and its implementation will not adversely affect other planned activities or projects. The total contract amount of $12,201,000 will be distributed evenly over the approximately 10-year contract term through quarterly payments of $305,025. For Fiscal Year 2026-27, $915,080 of the yearly amount of $1,220,100 will be appropriated due to the timing of the contract. Water Utility funding for the contract will be appropriated and budgeted annually in coordination with the terms of the contract.

MEETING DATE: August 18, 2026
ITEM NO. 4.11(c)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Maintenance
Michael Webb, Interim City
Manager/Public Works
Director
Packet Pg. 229
Report to Redding City Council August 12, 2026
Re: 4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Maintenance Page 2
Alternative Action
City Council may choose not to award the contract for water storage tank repair and maintenance services. This alternative would likely require the repairs and maintenance to be completed through multiple capital improvement projects, which would significantly delay needed repairs and recoating of water storage tanks, and substantially increase costs to the Water Utility.

Background/Analysis
The City's water system includes approximately 555 miles (2.93 million feet) of conveyance and distribution pipelines, 17 groundwater wells, 10 pump stations, and 11 water storage tanks that provide a total of 32.7 million gallons (MG) of storage. The eleven water storage tanks are located on nine sites throughout the City’s water service area, with two tanks located at the City’s Hill 900 and Enterprise tank sites. There are two concrete tanks and nine welded steel tanks. The tank sizes range from 0.2 MG to 6 MG, with an average tank size of 3 MG.

The City’s water storage tanks are generally in acceptable condition. However, several of them are due or overdue for major renovations, including recoating, structural repairs, ventilation improvements, as well as security, safety, and access upgrades to meet current codes and regulations.

Under the attached Consulting and Professional Services Contract, if authorized by the Council, Superior Tank Solutions, Inc., will provide a full-service repair and maintenance program for the City’s water storage tanks. Tanks will be repaired and upgraded to meet current industry standards and applicable codes, including California Occupational Safety and Health Administration (Cal-OSHA) requirements with upgrades to ladders, fall protection, and access hatches. Manways and tank ventilation will be improved. Tank security will be improved with alarms on all access hatches. Steel tanks will be recoated and cathodic protection will be installed to extend the life of the steel structures. All tanks will be inspected annually, and tank interiors will be cleaned and inspected three times during the Contract term. Additionally, on-call and emergency services are included to repair vandalism or unforeseen issues that may occur at the tanks.

A more detailed scope of services for the Program is provided in the attached Contract. The Assistant City Attorney has approved the attached contract as to form.

Staff estimates that delivering this work through multiple capital improvement projects would cost nearly $17 million, primarily due to the additional design, project administration, bidding, and construction management costs. The proposed program is expected to save the Water Utility approximately $5 million while completing the work more efficiently.

Consultant Selection Process
A review and selection panel was formed with three members from the Public Works Water Utility and Engineering Divisions. The panel’s evaluation was based on each consultant’s ability and qualifications to perform the work and their proposed fee.

Packet Pg. 230
Report to Redding City Council August 12, 2026
Re: 4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Maintenance Page 3
Three proposals, including fees in sealed envelopes, were received on April 1, 2026. The panel members evaluated and scored each proposal based on consultants’ corporate profile and stability, firm experience, project team qualifications and experience, program approach and schedule, and the geographic location of the proposed team. After the qualifications were scored, the sealed cost proposals were opened, evaluated, and scored.

The review panel met on April 20, 2026 to discuss scores from the consultants’ proposals to determine their overall score based on qualifications, and then reviewed and scored the consultants’ fees. The panel scored and ranked the firms as follows:

Rank Firm Total Score Average Score
1 Superior Tank Solutions, Inc. 259 86
2 USG 223 74
3 Resource Development Co. 192 64
It is the opinion of the selection panel that Superior Tanks Solutions, Inc. is the most qualified consultant to provide the required services. This opinion is in part based on Superior Tank Solutions, Inc.’s:
• Excellent understanding of the Program scope of work based on its detailed tank inspections conducted during the pre-proposal meeting;
• Extensive experience with similar long-term tank maintenance programs for municipalities across the country, including several in Northern California; • Detailed improvement schedule based on its tank-specific evaluations and the urgency of identified repairs; and
• Proposed cost-saving alternatives that reduced overall Program costs.

In addition, the cost for the negotiated scope of work included in the proposed contract is lower than the cost proposals submitted by the other firms.

Repair and maintenance of the City’s water storage tanks is critical and necessary for the Water Utility to continue to deliver high quality water to its customers. Staff believes Superior Tank Solutions, Inc. is the most qualified firm to perform these services based on its technical qualifications, relevant experience, proposed program approach, and competitive cost.

Accordingly, staff recommends that the Council approve the recommended actions, including awarding a contract to Superior Tank Solutions, Inc. in an amount not to exceed $12,201,000.

Environmental Review
Staff has determined that the project is categorically exempt from environmental review under California Environmental Quality Act Guidelines, pursuant to Sections 15301 - Existing Facilities. Class 1 exemptions include the minor alteration of existing facilities, equipment, and topographical features involving negligible or no expansion of use. The existing water tanks will be repaired and maintained, and the activity will not result in expansion of use. The action areas have been reviewed and they do not have significant value for wildlife habitat or other environmental resources. The project has no potential to have a significant effect on the environment.

Packet Pg. 231
Report to Redding City Council August 12, 2026
Re: 4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Maintenance Page 4
Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Budget Resolution
Location Map
Contract - Superior Tank Solutions, Inc.

NOE Water Tank Repair and Maintenance
Packet Pg. 232
RESOLUTION NO. 2026 - _____

A RESOLUTION OF THE CITY OF REDDING APPROVING AND ADOPTING THE 49
TH AMENDMENT TO CITY BUDGET RESOLUTION NO. 2025-049
INCREASING APPROPRIATIONS BY $915,080 FOR A WATER STORAGE TANK REPAIR AND MAINTENANCE CONTRACT FOR FISCAL YEAR 2026-27

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDDING THAT Budget Resolution No. 2025-049 be and is hereby amended as follows:

FUND DIVISION DESCRIPTION INCREASE DECREASE
221 6103 Water Treatment $915,080
THAT account titles and numbers requiring adjustments by this Resolution are as follows:

USE SOURCE

OF FUNDS OF FUNDS
Increase (Decrease) Beginning Balance
221-0000-2910000 Fund Balance $ 915,080
Increase Expenditures
221-6103-5040001 Specialized Svc and Technical $915,080 Total $915,080 $ 915,080
THAT the purpose is to increase appropriations by $915,080 for water storage tank repair and maintenance contract for Fiscal Year 2026-27.

I HEREBY CERTIFY that the foregoing Resolution was introduced at a regular meeting of the City Council of the City of Redding on the 18th day of August, 2026, and was duly adopted at said meeting by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

MIKE LITTAU, Mayor
ATTEST: FORM APPROVAL:

SHARLENE TIPTON, City Clerk BENJAMIN L. STOCK, Interim City Attorney
Packet Pg. 233 Attachment: Budget Resolution (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Maintenance) Water Storage Tank/Reservoir
Location MapPacket Pg. 234 Attachment: Location Map (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Maintenance) ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 1 Rev. 8/23

CITY OF REDDING

CONSULTING AND PROFESSIONAL SERVICES CONTRACT
Between the City of Redding and Superior Tank Solution, Inc.

THIS CONTRACT is made at Redding, California, by and between the City of Redding (“City”), a municipal corporation, and Superior Tank Solutions, Inc., a California corporation, (“Consultant”) for the purpose of Water Storage Tank Repair and Maintenance Services.

WHEREAS, City does not have sufficient personnel to perform the services required herein thereby necessitating this Contract for personal services.

NOW, THEREFORE, the Parties covenant and agree, for good consideration hereby acknowledged, as follows:

SECTION 1. CONSULTANT SERVICES
Subject to the terms and conditions set forth in this Contract, Consultant shall provide to City the services described in Exhibit A, attached and incorporated herein. Consultant shall provide the services at the time, place and in the manner specified in Exhibit A.

SECTION 2. COMPENSATION AND REIMBURSEMENT OF COSTS
A. City shall pay Consultant for services rendered pursuant to this Contract, at the times and in the manner set forth in Exhibit B, attached and incorporated herein, in a total amount not to exceed Twelve Million and Two Hundred and One Thousand Dollars ($12,201,000.00). This sum includes all out-of-pocket travel, lodging and incidental expenses incurred by Consultant that are reasonably associated with the provision of services under this Contract. The payments specified herein shall be the only payments to be made to Consultant for services rendered pursuant to this Contract.

B. Consultant shall submit invoices to City on a quarterly basis. Unless otherwise approved in writing by City, Consultant shall invoice an equal portion of the total contract amount each quarter during the term of this Contract. Each quarterly invoice shall be in the amount of Three Hundred and Five Thousand and Twenty-Five Dollars ($305,025.00) and shall include a summary describing the services performed during the invoiced quarter.

C. All correct, complete and undisputed invoices sent by Consultant to City shall be paid within thirty (30) calendar days of receipt.

D. Pursuant to Section 1781 of the Labor Code, Contractor is advised that the work contemplated in this contract is subject to the payment of prevailing wages. The prevailing wage of each job classification may be found by inquiry with the Packet Pg. 235 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 2 Rev. 8/23
California Department of Industrial Relations. Contractor shall comply with all laws related to the performance of public work including, but not limited to, the employment of apprentices pursuant to Section 1777.5 of the Labor Code, work day/week hours and overtime rates pursuant to Sections 1813 and 1815 of the Labor Code and the obligation set forth in Sections 1774-1776 of the Labor Code in regards to payment of prevailing wages and to provide the City of Redding and Department of Industrial Relations certified payrolls when required. A certified copy of all payroll records relative to this project shall be submitted to the City of Redding along with the related invoice. Receipt of certified payroll records is a prerequisite to receiving payment.

E. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. All contractors and subcontractors must furnish electronic certified payroll records to the Labor Commissioner. This requirement applies to all public works projects, whether new or ongoing. Contractor is further advised that the work contemplated herein is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

SECTION 3. TERM AND TERMINATION
A. Consultant shall commence work on or about August 10, 2026 and complete said work no later than December 31, 2036. Time is of the essence.

B. If Consultant fails to perform its duties to the satisfaction of City, or if consultant fails to fulfill in a timely and professional manner its obligations under this Contract, then City shall have the right to terminate this Contract effective immediately upon City giving written notice thereof to Consultant.

C. Either Party may terminate this Contract without cause on thirty (30) calendar days’ written notice. Notwithstanding the preceding, if the term set forth in Section 3.A. of this Contract exceeds ninety (90) calendar days in duration, Consultant’s sole right to terminate shall be limited to termination for cause.

D. Consultant hereby acknowledges and agrees that the obligation of City to pay under this Contract is contingent upon the availability of City’s funds which are appropriated or allocated by the City Council. Should the funding for the project and/or work set forth herein not be appropriated or allocated by the City Council, City may terminate this Agreement by furnishing at least thirty (30) calendar days’ written notice of its intention to terminate. In the event of a termination pursuant to this subdivision, Consultant shall not be entitled to a remedy of acceleration of payments due over the term of this Agreement. The Parties acknowledge and agree Packet Pg. 236 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 3 Rev. 8/23
that the power to terminate described herein is required by Article 16, Section 18, of the California Constitution, and that constitutional provision supersedes any law, rule, regulation or statute which conflicts with the provisions of this Section.

E. In the event that City gives notice of termination, Consultant shall promptly provide to City any and all finished and unfinished reports, data, studies, photographs, charts or other work product prepared by Consultant pursuant to this Contract. City shall have full ownership, including, but not limited to, intellectual property rights, and control of all such finished and unfinished reports, data, studies, photographs, charts or other work product.

F. In the event that City terminates the Contract, City shall pay Consultant the reasonable value of services rendered by Consultant pursuant to this Contract; provided, however, that City shall not in any manner be liable for lost profits which might have been made by Consultant had Consultant completed the services required by this Contract. Consultant shall, not later than ten (10) calendar days after termination of this Contract by City, furnish to City such financial information as in the judgment of the City’s representative is necessary to determine the reasonable value of the services rendered by Consultant.

G. In no event shall the termination or expiration of this Contract be construed as a waiver of any right to seek remedies in law, equity or otherwise for a Party’s failure to perform each obligation required by this Contract.

SECTION 4. MISCELLANEOUS TERMS AND CONDITIONS OF CONTRACT A. City shall make its facilities accessible to Consultant as required for Consultant’s performance of its services under this Contract, and, upon request of Consultant, provide labor and safety equipment as required by Consultant for such access.

B. Pursuant to the City’s business license ordinance, Consultant shall obtain a City business license prior to commencing work.

C. Consultant represents and warrants to City that it has all licenses, permits, qualifications and approvals of any nature whatsoever that are legally required for Consultant to practice its profession. Consultant represents and warrants to City that Consultant shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Contract any licenses, permits and approvals that are legally required for Consultant to practice its profession.

D. Consultant shall, during the entire term of this Contract, be construed to be an independent contractor and nothing in this Contract is intended, nor shall it be construed, to create an employer/employee relationship, association, joint venture relationship, trust or partnership or to allow City to exercise discretion or control over the professional manner in which Consultant performs under this Contract. Any and all taxes imposed on Consultant’s income, imposed or assessed by reason of this Packet Pg. 237 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 4 Rev. 8/23
Contract or its performance, including but not limited to sales or use taxes, shall be paid by Consultant. Consultant shall be responsible for any taxes or penalties assessed by reason of any claims that Consultant is an employee of City. Consultant shall not be eligible for coverage under City’s workers’ compensation insurance plan, benefits under the Public Employee Retirement System or be eligible for any other City benefit.

E. No provision of this Contract is intended to, or shall be for the benefit of, or construed to create rights in, or grant remedies to, any person or entity not a party hereto.

F. No portion of the work or services to be performed under this Contract shall be assigned, transferred, conveyed or subcontracted without the prior written approval of City. Consultant may use the services of independent contractors and subcontractors to perform a portion of its obligations under this Contract with the prior written approval of City. Independent contractors and subcontractors shall be provided with a copy of this Contract and Consultant shall have an affirmative duty to assure that said independent contractors and subcontractors comply with the same and agree to be bound by its terms. Consultant shall be the responsible party with respect to all actions of its independent contractors and subcontractors, and shall obtain such insurance and indemnity provisions from its contractors and subcontractors as City’s Risk Manager shall determine to be necessary.

G. Consultant, at such times and in such form as City may require, shall furnish City with such periodic reports as it may request pertaining to the work or services undertaken pursuant to this Contract, the costs or obligations incurred or to be incurred in connection therewith, and any other matters covered by this Contract.

H. Consultant shall maintain accounts and records, including personnel, property and financial records, adequate to identify and account for all costs pertaining to this Contract and such other records as may be deemed necessary by City to assure proper accounting for all project funds. These records shall be made available for audit purposes to state and federal authorities, or any authorized representative of City.

Consultant shall retain such records for three (3) years after the expiration of this Contract, unless prior permission to destroy them is granted by City.

I. Consultant shall perform all services required pursuant to this Contract in the manner and according to the standards observed by a competent practitioner of Consultant’s profession. All products of whatsoever nature which Consultant delivers to City pursuant to this Contract shall be prepared in a professional manner and conform to the standards of quality normally observed by a person practicing the profession of Consultant and its agents, employees and subcontractors assigned to perform the services contemplated by this Contract.

J. All completed reports and other data or documents, or computer media including diskettes, and other materials provided or prepared by Consultant in accordance with Packet Pg. 238 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 5 Rev. 8/23
this Contract are the property of City, and may be used by City. City shall have all intellectual property rights including, but not limited to, copyright and patent rights, in said documents, computer media, and other materials provided by Consultant. City shall release, defend, indemnify and hold harmless Consultant from all claims, costs, expenses, damage or liability arising out of or resulting from City’s use or modification of any reports, data, documents, drawings, specifications or other work product prepared by Consultant, except for use by City on those portions of the City’s project for which such items were prepared.

K. Consultant, including its employees, agents, and subconsultants, shall not maintain or acquire any direct or indirect interest that conflicts with the performance of this Contract. Consultant shall comply with all requirements of the Political Reform Act (Government Code § 8100 et seq.) and other laws relating to conflicts of interest, including the following: 1) Consultant shall not make or participate in a decision made by City if it is reasonably foreseeable that the decision may have a material effect on Consultant’s economic interest, and 2) if required by the City Attorney, Consultant shall file financial disclosure forms with the City Clerk.

SECTION 5. INSURANCE
A. Unless modified in writing by City’s Risk Manager, Consultant shall maintain the following noted insurance during the duration of the Contract:

Coverage Required Not Required
Commercial General Liability X
Comprehensive Vehicle Liability X
Workers’ Compensation and Employers’ Liability X
Professional Liability (Errors and Omissions) X
Pollution Liability X
(Place an “x” in the appropriate box)
B. Coverage shall be at least as broad as:

1. Insurance Services Office form number CG-0001, Commercial General Liability Insurance, in an amount not less than $2,000,000 per occurrence and $4,000,000 general aggregate for bodily injury, personal injury and property damage;

2. Insurance Services Office form number CA-0001 (Ed. 1/87), Comprehensive Automobile Liability Insurance, which provides for total limits of not less than $1,000,000 combined single limits per accident applicable to all owned, non-owned and hired vehicles;
Packet Pg. 239 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 6 Rev. 8/23

3. Statutory Workers’ Compensation required by the Labor Code of the State of California and Employers' Liability Insurance in an amount not less than $1,000,000 per occurrence. Both the Workers’ Compensation and Employers' Liability policies shall contain the insurer's waiver of subrogation in favor of City, its elected officials, officers, employees, agents and volunteers;

4. Professional Liability (Errors and Omissions) Insurance, appropriate to Consultant’s profession, against loss due to error or omission or malpractice in an amount not less than $1,000,000.

5. The City does not accept insurance certificates or endorsements with the wording “but only in the event of a named insured’s sole negligence” or any other verbiage limiting the insured’s insurance responsibility.

6. Contractor Pollution Liability, in the amount of $2,000,000, to include but not limited to coverage for bodily injury, property damage and cleanup arising from pollution conditions created by the Contractor or encountered during work at job site. Coverage must apply to cleanup, damage or injury that occurs on, or that originates from, the site.

C. Any deductibles or self-insured retentions must be declared to and approved by City.

At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its elected officials, officers, employees, agents and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claims administration and defense expenses.

D. The General Liability shall contain or be endorsed to contain the following provisions:

1. City, its elected officials, officers, employees, and agents are to be covered as additional insured as respects liability arising out of work or operations performed by or on behalf of Consultant; premises owned, leased or used by Consultant; or automobiles owned, leased, hired or borrowed by Consultant.

The coverage shall contain no special limitations on the scope of protection afforded to City, its elected officials, officers, employees, agents and volunteers.

2. The insurance coverage of Consultant shall be primary insurance as respects City, its elected officials, officers, employees, agents and volunteers. Any insurance or self-insurance maintained by City, its elected officials, officers, employees, agents and volunteers, shall be in excess of Consultant’s insurance and shall not contribute with it.

Packet Pg. 240 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 7 Rev. 8/23

3. Coverage shall state that the insurance of Consultant shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

4. Each insurance policy required by this Contract shall be endorsed to state that coverage shall not be canceled except after thirty (30) calendar days' prior written notice has been given to City. In addition, Consultant agrees that it shall not reduce its coverage or limits on any such policy except after thirty (30) calendar days’ prior written notice has been given to City.

E. Insurance is to be placed with insurers with a current A.M.Best’s rating of no less than A-VII.

F. Consultant shall designate the City of Redding, 777 Cypress Avenue, Redding, CA 96001 as a Certificate Holder of the insurance. Consultant shall furnish City with certificates of insurance and original endorsements effecting the coverages required by this clause. Certificates and endorsements shall be submitted electronically via the PINS Advantage system. A link will be provided for the Consultant, or their insurance agent, to enter and upload documents directly to PINS Advantage. The certificates and endorsements for each insurance policy are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved in PINS Advantage by the City’s Risk Manager prior to the commencement of contracted services. City may withhold payments to Consultant if adequate certificates of insurance and endorsements required have not been submitted as described above or provided in a timely manner.

G. The requirements as to the types and limits of insurance coverage to be maintained by Consultant as required by Section 5 of this Contract, and any approval of said insurance by City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by Consultant pursuant to this Contract, including, without limitation, provisions concerning indemnification.

H. If any policy of insurance required by this Section is a “claims made” policy, pursuant to Code of Civil Procedure § 342 and Government Code § 945.6, Consultant shall keep said insurance in effect for a period of eighteen (18) months after the termination of this Contract.

I. If any damage, including death, personal injury or property damage, occurs in connection with the performance of this Contract, Consultant shall immediately notify City’s Risk Manager by telephone at (530) 225-4068. No later than three (3) calendar days after the event, Consultant shall submit a written report to City’s Risk Manager containing the following information, as applicable: 1) name and address of injured or deceased person(s); 2) name and address of witnesses; 3) name and address of Consultant’s insurance company; and 4) a detailed description of the damage and whether any City property was involved.

Packet Pg. 241 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 8 Rev. 8/23

BOND REQUIREMENTS

BOND REQUIREMENTS
Consultant shall furnish and maintain a Payment Bond and Performance Bond, each in an amount equal to or greater than one hundred percent (100%) of the annual amounts provided in the Bond Schedule set forth in Exhibit B, as amended only by mutual written agreement of both parties.

The “Payment Bond” (Materials and Labor Bond) shall satisfy claims of material suppliers and of mechanics and laborers employed by it on the work. The bond shall be maintained by the Contractor in full force and effect until the Work is accepted by the City, and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code.

The “Performance Bond” shall guarantee faithful performance of all work, within the time prescribed, in accordance with the Contract documents, in a manner satisfactory to the City, and that all materials and workmanship will be free from original or developed defects.

Bonds shall be renewed annually not less than thirty (30) days prior to expiration. If any bond is canceled, expires, or becomes unenforceable, Consultant shall provide replacement security within ten (10) business days of notice from the City.

SECTION 6. INDEMNIFICATION AND HOLD HARMLESS
A. Consistent with California Civil Code § 2782.8, when the services to be provided under this Contract are design professional services to be performed by a design professional, as that term is defined under Section 2782.8, Consultant shall, to the fullest extent permitted by law, indemnify protect, defend and hold harmless, City, its elected officials, officers, employees, and agents, and each and every one of them, from and against all actions, damages, costs, liability, claims, losses, penalties and expenses (including, but not limited to, reasonable attorney’s fees of the City Attorney or legal counsel retained by City, expert fees, litigation costs, and investigation costs) of every type and description to which any or all of them may be subjected by reason of, or resulting from, directly or indirectly, the negligence, recklessness, or willful misconduct of Consultant, its officers, employees or agents in the performance of professional services under this Contract, except when liability arises due to the sole negligence, active negligence or misconduct of the City.

B. Other than in the performance of professional services by a design professional, which is addressed solely by subdivision (A) of this Section, and to the fullest extent permitted by law, Consultant shall indemnify protect, defend and hold harmless, City, its elected officials, officers, employees, and agents, and each and every one of them, from and against all actions, damages, costs, liability, claims, losses, penalties and expenses (including, but not limited to, reasonable attorney’s fees of the City Attorney or legal counsel retained by City, expert fees, litigation costs, and Packet Pg. 242 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 9 Rev. 8/23
investigation costs) of every type and description to which any or all of them may be subjected by reason of the performance of the services required under this Contract by Consultant its officers, employees or agents in the performance of professional services under this Contract, except when liability arises due to the sole negligence, active negligence or misconduct of the City.

C. The Consultant’s obligation to defend, indemnify and hold harmless shall not be excused because of the Consultant’s inability to evaluate liability. The Consultant shall respond within thirty (30) calendar days to the tender of any claim for defense and indemnity by the City, unless this time has been extended in writing by the City.

If the Consultant fails to accept or reject a tender of defense and indemnity in writing delivered to City within thirty (30) calendar days, in addition to any other remedy authorized by law, the City may withhold such funds the City reasonably considers necessary for its defense and indemnity until disposition has been made of the claim or until the Consultant accepts or rejects the tender of defense in writing delivered to the City, whichever occurs first. This subdivision shall not be construed to excuse the prompt and continued performance of the duties required of Consultant herein.

D. The obligation to indemnify, protect, defend, and hold harmless set forth in this Section applies to all claims and liability regardless of whether any insurance policies are applicable. The policy limits of said insurance policies do not act as a limitation upon the amount of indemnification to be provided by Consultant.

E. City shall have the right to approve or disapprove the legal counsel retained by Consultant pursuant to this Section to represent City’s interests. City shall be reimbursed for all costs and attorney's fees incurred by City in enforcing the obligations set forth in this Section.

SECTION 7. CONTRACT INTERPRETATION, VENUE AND ATTORNEY FEES A. This Contract shall be deemed to have been entered into in Redding, California. All questions regarding the validity, interpretation or performance of any of its terms or of any rights or obligations of the parties to this Contract shall be governed by California law. If any claim, at law or otherwise, is made by either party to this Contract, the prevailing party shall be entitled to its costs and reasonable attorneys' fees.

B. This document, including all exhibits, contains the entire agreement between the parties and supersedes whatever oral or written understanding each may have had prior to the execution of this Contract. This Contract shall not be altered, amended or modified except by a writing signed by City and Consultant. No verbal agreement or conversation with any official, officer, agent or employee of City, either before, during or after the execution of this Contract, shall affect or modify any of the terms or conditions contained in this Contract, nor shall any such verbal agreement or Packet Pg. 243 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 10 Rev. 8/23
conversation entitle Consultant to any additional payment whatsoever under the terms of this Contract.

C. No covenant or condition to be performed by Consultant under this Contract can be waived except by the written consent of City. Forbearance or indulgence by City in any regard whatsoever shall not constitute a waiver of the covenant or condition in question. Until performance by Consultant of said covenant or condition is complete, City shall be entitled to invoke any remedy available to City under this Contract or by law or in equity despite said forbearance or indulgence.

D. If any portion of this Contract or the application thereof to any person or circumstance shall be invalid or unenforceable to any extent, the remainder of this Contract shall not be affected thereby and shall be enforced to the greatest extent permitted by law.

E. The headings in this Contract are inserted for convenience only and shall not constitute a part hereof. A waiver of any party of any provision or a breach of this Contract must be provided in writing, and shall not be construed as a waiver of any other provision or any succeeding breach of the same or any other provisions herein.

F. Each Party hereto declares and represents that in entering into this Contract, it has relied and is relying solely upon its own judgment, belief and knowledge of the nature, extent, effect and consequence relating thereto. Each Party further declares and represents that this Contract is made without reliance upon any statement or representation not contained herein of any other Party or any representative, agent or attorney of the other Party. The Parties agree that they are aware that they have the right to be advised by counsel with respect to the negotiations, terms, and conditions of this Contract and that the decision of whether or not to seek the advice of counsel with respect to this Contract is a decision which is the sole responsibility of each of the Parties. Accordingly, no party shall be deemed to have been the drafter hereof, and the principle of law set forth in Civil Code § 1654 that contracts are construed against the drafter shall not apply.

G. Each of the Parties hereto hereby irrevocably waives any and all right to trial by jury in any action, proceeding, claim or counterclaim, whether in contract or tort, at law or in equity, arising out of or in any way related to this Agreement or the transactions contemplated hereby. Each Party further waives any right to consolidate any action which a jury trial has been waived with any other action in which a jury trial cannot be or has not been waived.

H. In the event of a conflict between the term and conditions of the body of this Contract and those of any exhibit or attachment hereto, the terms and conditions set forth in the body of this Contract proper shall prevail. In the event of a conflict between the terms and conditions of any two or more exhibits or attachments hereto, those prepared by City shall prevail over those prepared by Consultant.

Packet Pg. 244 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 11 Rev. 8/23
SECTION 8. SURVIVAL
The provisions set forth in Sections 3 through 7, inclusive, of this Contract shall survive termination of the Contract.

SECTION 9. COMPLIANCE WITH LAWS - NONDISCRIMINATION
A. Consultant shall comply with all applicable laws, ordinances and codes of federal, state and local governments.

B. In the performance of this Contract, Consultant shall not discriminate against any employee or applicant for employment because of race, color, ancestry, national origin, religious creed, sex, sexual orientation, disability, age, marital status, political affiliation, or membership or nonmembership in any organization. Consultant shall take affirmative action to ensure applicants are employed and that employees are treated during their employment without regard to their race, color, ancestry, national origin, religious creed, sex, sexual orientation, disability, age, marital status, political affiliation, or membership or nonmembership in any organization. Such actions shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training.

SECTION 10. REPRESENTATIVES
A. City’s representative for this Contract is Josh Watkins, telephone number (530) 224-6040, email [email protected] . All of Consultant’s questions pertaining to this Contract shall be referred to the above-named person, or to the representative's designee.

B. Consultant’s representative for this Contract is Matthew Tasch, telephone number (480) 390-0487, email [email protected]. All of City’s questions pertaining to this Contract shall be referred to the above-named person.

C. The representatives set forth herein shall have authority to give all notices required herein.

SECTION 11. NOTICES
A. All notices, requests, demands and other communications hereunder shall be deemed given only if in writing signed by an authorized representative of the sender (may be other than the representatives referred to in Section 10) and delivered by facsimile, with a hard copy mailed first class, postage prepaid; or when sent by a courier or an express service guaranteeing overnight delivery to the receiving party, addressed to the respective parties as follows:

Packet Pg. 245 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and ____________________________________________________________________________________________ Consulting and Professional Services Agreement (Prevailing Wage and Bonds) Page 12 Rev. 8/23
To City:

Josh Watkins
2255 Abernathy Lane
Redding, CA 96003
To Consultant:

Matthew Tasch
9500 Lucas Ranch Rd
Rancho Cucamonga, CA 91730
B. Either party may change its address for the purposes of this paragraph by giving written notice of such change to the other party in the manner provided in this Section.

C. Notice shall be deemed effective upon: 1) personal service; 2) two calendar days after mailing or transmission by facsimile, whichever is earlier.

SECTION 12. AUTHORITY TO CONTRACT
A. Each of the undersigned signatories hereby represents and warrants that they are authorized to execute this Contract on behalf of the respective parties to this Contract; that they have full right, power and lawful authority to undertake all obligations as provided in this Contract; and that the execution, performance and delivery of this Contract by said signatories has been fully authorized by all requisite actions on the part of the respective parties to this Contract.

B. When the Mayor is signatory to this Contract, the City Manager and/or the Department Director having direct responsibility for managing the services provided herein shall have authority to execute any amendment to this Contract which does not increase the amount of compensation allowable to Consultant or otherwise substantially change the scope of the services provided herein.

SECTION 13. DATE OF CONTRACT
The date of this Contract shall be the date it is signed by City.

Packet Pg. 246 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Packet Pg. 247
Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Exhibit A – Scope of Work
6-9-2026
Superior Tank Solutions, Inc.

City of Redding
10 Year Water Storage Tank Repair and Maintenance Program Packet Pg. 248 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 1
Table of Contents
Scope of Work ..............................................................................................................................................2 Schedule:...................................................................................................................................................2 COATING Renovation SCOPE SUMMARY..........................................................................................................3 Surface Preparation and Coating Systems:...............................................................................................3 Additional Scope Inclusions: .....................................................................................................................3 TANK SPECIFIC UPGRADES AND REPIARS ...........................................................................................................4 Cascade Reservoir:....................................................................................................................................4 Buckeye 4MG Reservoir:...........................................................................................................................5 Enterprise Tank #1: ...................................................................................................................................6 Ranchettes Tank:.......................................................................................................................................7 Enterprise Tank #2: ...................................................................................................................................8 Buckeye Tank #2: ......................................................................................................................................9 Hill 900 Tank #2 - Welded:......................................................................................................................10 Foothills Tank #2:....................................................................................................................................11 Hill 900 Tank #1 Concrete:......................................................................................................................12 Foothills WTP 6MG Concrete:.................................................................................................................13 BWTP Backwash Tank: ............................................................................................................................14 GENERAL SCOPE OF WORK TASKS ...................................................................................................................15 Task 1 - Project Management and Quality Control.................................................................................15 Task 2 – Initial/Upfront Tank Repairs......................................................................................................16 Task 3 - Steel Tank Coating .....................................................................................................................17 Task 4 – Annual Visual Inspections.........................................................................................................25 Task 5 - Interior Cleaning and Inspections..............................................................................................25 Task 6 - On-Call and Emergency Services................................................................................................27 Task 7 - Cathodic Protection ...................................................................................................................28 Packet Pg. 249 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 2
Scope of Work
The following schedule was derived from the RFP and subsequent meetings with the City following the notice of award.

Schedule:

The following sections detail the project specific and general tasks for each tank and the associated coating renovations, upgrades, and repairs scheduled over the 10-year program.

Coating renovations, washouts and visual inspections will be performed per the RFP.

1. Cascade

2. Buckeye 4MG Reservoir

3. Enterprise Tank #1

4. Ranchettes Reservoir

5. Enterprise Tank #2

6. Buckeye Tank #2

7. Hill 900 #2 Welded Steel

8. Foothills Tank #2

9. Hill 900 #1 Concrete

10. Foothills WTP Concrete

11. BWTP Backwash Tank
Name Type Size Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Cascade Reservoir Welded 1.0 MG Full Renovation Washout Visual Visual Washout Visual Visual Washout Visual Visual Buckeye 4MG Reservoir Welded 4.0 MG Visual/ROV Visual
Interior
Renovation Washout Visual Visual Washout Visual Visual
Ext. Only &
Washout
Enterprise Tank #1 Welded 3.5 MG Visual/ROV Full Renovation Washout Visual Visual Washout Visual Visual Washout Visual Ranchettes Reservoir Welded 2.0 MG Washout Visual Visual Full Renovation Washout Visual Visual Washout Visual Visual Enterprise Tank #2 Welded 6.0 MG Visual/ROV
Ext. Only &
Washout Visual Visual Washout Visual Visual Washout Visual Visual Buckeye Tank #2 Welded 2.0 MG Washout Visual Visual Visual Full Renovation Washout Visual Visual Washout Visual Hill 900 #2 Welded 2.0 MG Visual Washout Visual Visual Washout Visual Full Renovation Washout Visual Visual Foothills Tank #2 Welded 4.1 MG Visual/ROV Visual Washout Visual Visual Ext. Only &
Washout Visual Visual Washout Visual
Hill 900 #1 Concrete AG 2.0 MG Washout Visual Visual Washout Visual Visual Washout Visual Visual Washout Foothills Concrete PB 6.0 MG Visual Washout Visual Visual Washout Visual Visual Washout Visual Visual BWTP Backwash Welded 0.2 MG Visual Washout Visual Visual Washout Visual Visual Ext. Only &
Washout Visual Visual
City of Redding
Preliminary 10 Year Tank Program
Packet Pg. 250 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 3
COATING Renovation SCOPE SUMMARY
Surface Preparation and Coating Systems:

Additional Scope Inclusions:
• Anti-skid on the exterior roof
• NSF 61 caulking on the tank interior connection points • Disinfection
• Containment for Enterprise 1
• Lead abatement for Enterprise 1 and Cascade
• Dehumidification as needed
• 1 Year Warranty on all work
Packet Pg. 251 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 4

TANK SPECIFIC UPGRADES AND REPIARS
Cascade Reservoir:
• 1,000,000 Gallon
• 73’D x 32’H plus Knuckle Roof
• Erected in 1964
• Lead on the Interior
Renovation Scope of Work:
• Interior Coating – Year 1
• Exterior Coating – Year 1
• Cathodic Protection Install – Year 1
• Install an alarm on the roof hatch
• Install a new gasket on the roof hatch
• Install confined space signs at hatches and manways
• Install a new 30” bolted shell manway
• Install 25’ of roof railing:
o 10’ along the roof edge on hatch side
o 5’ along the roof edge on the
o 5’ of railing at the end of each section
• Install a self-closing gate at the top of the exterior ladder • Replace the center vent with a compliant 36” vent
• Install 4 tie off points on the roof:
o 2 at the hatch
o 2 at the center vent
• Replace the exterior ladder assembly:
o New ladder will be several feet to the side to offset from the roof hatch. o The new ladder will have a full door locking ladder gate o The new ladder will include a 3M cable fall arrest system • Replace the interior ladder:
o New ladder will be FRP
o The new ladder will include a stainless steel cable fall arrest system • Remove the unused equipment from the tank roof and seal the opening in the roof. • The grout between the tank and foundation will be repaired • Repair/replace rafter connections as needed
• Repair/replace damaged rafters as needed
• Install lateral straps between the rafters
• Install 2 new 24” auxiliary compliant mushroom vents
• Replace the overflow termination screen and flapper as needed Packet Pg. 252 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 5
Buckeye 4MG Reservoir:
• 4,000,000 Gallon
• 150’D x 30’H plus Knuckle Roof
• Erected in 2002
Upfront Scope of Work in Year 1-2:
• Install a new gasket on the roof hatches
• Install confined space signs at hatches and manways
• Install a self-closing gate at the top of the exterior ladder • Perform an ROV inspection to better evaluate the tank interior Renovation Scope of Work:
• Interior Coating – Year 3
• Exterior Coating – Year 10
• Cathodic Protection Install – Year 3
• Install alarms on the roof hatch (2 hatches)
• Install 12 tie off points on the roof:
o 2 at each hatch
o 2 at the center vent
o 1 at each auxiliary vent
o 1 at the gooseneck vent
• The grout between the tank and foundation will be repaired • Repair/replace rafter connections as needed
• Repair/replace damaged rafters as needed
• Repair/replace lateral straps between the rafters as needed • Replace the overflow termination screen and flapper as needed • Convert 2-30” mono-bolt manways to multi-bolt
Packet Pg. 253 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 6
Enterprise Tank #1:
• 3,500,000 Gallon
• 120’D x 40’H plus Knuckle Roof
• Erected in 1968
• Lead on the Exterior and Interior
Upfront Scope of Work in Year 1-2:
• Perform an ROV inspection to better evaluate the tank interior Renovation Scope of Work:
• Interior Coating – Year 2
• Exterior Coating – Year 2
• Cathodic Protection Install – Year 2
• Install an alarm on the roof hatch (2 hatches)
• Install a new gasket on the roof hatch
• Install confined space signs at hatches and manways
• Install 5’ of roof railing:
o 5’ of rail railing next to the cat walk
• Replace the center vent with a compliant 48” vent
• Install 6 tie off points on the roof:
o 2 at each hatch
o 2 at the center vent
• Install a new 30” roof hatch closer to the catwalk
• Remove the existing interior ladder
• Install a new interior ladder at the new roof hatch:
o New ladder will be FRP
o The new ladder will include a stainless steel cable fall arrest system • The grout between the tank and foundation will be repaired • Repair/replace rafter connections as needed
• Repair/replace damaged rafters as needed
• Repair/replace lateral straps between the rafters as needed • Install 3 new 30” auxiliary compliant mushroom vents
• Replace the overflow termination screen and flapper as needed • Convert 1-24” mono-bolt manways to multi-bolt
Packet Pg. 254 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 7
Ranchettes Tank:
• 2,000,000 Gallon
• 100’D x 32’H plus Knuckle Roof
• Erected in 1982
Upfront Scope of Work in Year 1-2:
• Perform a washout inspection and cleaning
• Install an alarm on the roof hatches (2 hatches)
• Install a new gasket on the roof hatch
• Install confined space signs at hatches and manways
• Replace the screen on the center vent
• Dig out the dirt around the back side of the tank to expose the foundation • Install fall arrest systems on the exterior ladder
• Install a self-closing gate at the top of the exterior ladder Renovation Scope of Work:
• Interior Coating – Year 4
• Exterior Coating – Year 4
• Cathodic Protection Install – Year 4
• Install 20’ of roof railing at the main hatch:
o 5’ of rail railing on each side
o 5’ of radial railing at each end
• Install 10’ of roof railing at the second roof hatch
• Install 6 tie off points on the roof:
o 2 at each hatch
o 2 at the center vent
• Replace the 36” roof hatch
• The grout between the tank and foundation will be repaired • Repair/replace rafter connections as needed
• Repair/replace damaged rafters as needed
• Repair/replace lateral straps between the rafters as needed • Install 3 new 30” auxiliary compliant mushroom vents
• Replace the overflow termination screen and flapper as needed • Convert 1-24” mono-bolt manway to multi-bolt
• Replace one of the 24” mono-bolt manways with a new 36” multi-bolt manway Packet Pg. 255 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 8
Enterprise Tank #2:
• 6,000,000 Gallon
• 156’D x 40’H plus Knuckle Roof
• Erected in 1985
Upfront Scope of Work in Year 1-2:
• Install a new gasket on the roof hatches
• Install confined space signs at hatches and manways
• Install a self-closing gate at the top of the exterior ladder • Install an alarm on the roof hatch
• Perform an ROV inspection to better evaluate the tank interior • Install fall arrest systems on the exterior ladder
Renovation Scope of Work:
• Interior Coating – N/A
• Exterior Coating – Year 2
• Cathodic Protection Install – Year 2
• Install 2 tie off points on the roof:
o 2 at the roof hatch
o 2 at the center vent
• Install a new hood on the center roof vent
• The grout between the tank and foundation will be repaired • Replace the overflow termination screen and flapper as needed Packet Pg. 256 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 9
Buckeye Tank #2:
• 2,000,000 Gallon
• 100’D x 32’H plus Knuckle Roof
• Erected in 1978
Upfront Scope of Work in Year 1-2:
• Perform a washout inspection and cleaning
• Install an alarm on the roof hatch
• Install a new gasket on the roof hatch
• Install confined space signs at hatches and manways
• Replace the screen on the center vent
• Install fall arrest systems on the exterior ladder
• Install a self-closing gate at the top of the exterior ladder Renovation Scope of Work:
• Interior Coating – Year 5
• Exterior Coating – Year 5
• Cathodic Protection Install – Year 5
• Install 10’ of roof railing at the main hatch:
o 5’ of radial railing at each end
• Install 4 tie off points on the roof:
o 2 at the roof hatch
o 2 at the center vent
• Replace the roof vent with a 48” compliant vent
• The grout between the tank and foundation will be repaired • Repair/replace rafter connections as needed
• Repair/replace damaged rafters as needed
• Repair/replace lateral straps between the rafters as needed • Install 3 new 30” auxiliary compliant mushroom vents
• Replace the overflow termination screen and flapper as needed • Convert 2-30” mono-bolt manways to multi-bolt
Packet Pg. 257 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 10
Hill 900 Tank #2 - Welded:
• 2,000,000 Gallon
• 100’D x 35’H
• Erected in 1984
Upfront Scope of Work in Year 1-2:
• Perform an ROV inspection to better evaluate the tank interior • Install an alarm on the roof hatch
• Install a new gasket on the roof hatch
• Install confined space signs at hatches and manways
• Bolt a new mushroom vent to the roof vent flange
• Install fall arrest systems on the exterior ladder
• Install a self-closing gate at the top of the exterior ladder Renovation Scope of Work:
• Interior Coating – Year 5
• Exterior Coating – Year 5
• Cathodic Protection Install – Year 5
• Install 10’ of roof railing at the main hatch:
o 5’ of radial railing at each end
• Install 4 tie off points on the roof:
o 2 at the roof hatch
o 2 at the center vent
• Install safety system to provide safe access from the roof hatch to the center vent • The grout between the tank and foundation will be repaired • Repair/replace rafter connections as needed
• Repair/replace damaged rafters as needed
• Repair/replace lateral straps between the rafters as needed • Install 3 new auxiliary compliant vents
• Replace the overflow termination screen and flapper as needed • Convert 2-24” mono-bolt manways to multi-bolt
Packet Pg. 258 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 11
Foothills Tank #2:
• 4,000,000 Gallon
• 165’D x 25’H plus Knuckle Roof
• Erected in 2006
Upfront Scope of Work in Year 1-2:
• Perform an ROV inspection to better evaluate the tank interior • Install a new gasket on the roof hatches
• Install confined space signs at hatches and manways
• Install a self-closing gate at the top of the exterior ladder • Install an alarm on the roof hatches (2 hatches)
• Install fall arrest system on the exterior ladder
Renovation Scope of Work:
• Interior Coating – N/A
• Exterior Coating – Year 6
• Cathodic Protection Install – Year 3
• The grout between the tank and foundation will be repaired • Replace the overflow termination screen and flapper as needed • Convert 2-30” mono-bolt manways to multi-bolt
Packet Pg. 259 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 12
Hill 900 Tank #1 Concrete:
• 2,000,000 Gallon
• 100’D x 35’H
• Erected in 1959
Upfront Scope of Work in Year 1-2:
• Perform a washout cleaning and inspection
• Install a new gasket on the roof hatch
• Install confined space signs at hatches and manways
• Install an alarm on the roof hatch
• Replace the interior ladder with a FRP ladder
• Install a stainless-steel fall arrest system on the interior ladder • Install 4 anchor points:
o 2 at the roof hatch
o 2 at the center vent
• Install a new screen on the center vent
• Install a new aluminum hood on the roof vent
• Replace the overflow termination screen and flapper as needed Renovation Scope of Work:
• Interior Coating – N/A
• Exterior Coating – N/A
• Cathodic Protection Install – N/A
Packet Pg. 260 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 13
Foothills WTP 6MG Concrete:
• 6,000,000 Gallon
• Irregular shape – partially buried
• Erected in 1980
Upfront Scope of Work in Year 1-2:
• Perform a washout cleaning and inspection
• Install a new gasket on the roof hatches
• Install confined space signs at hatches and manways
• Install an exterior ladder with a locking ladder gate • Install a self-closing gate at the top of the exterior ladder • Install an alarm on the roof hatches (3 hatches)
• Install stainless steel fall arrest system on the interior ladder’ • Remove old out parts from the tank interior
• Repair the damaged concrete on the walls
• Install 6 tie off points
o 2 at each roof hatch
• Clean and re-grout the roof joints
• Install 40’ of roof railing:
o 30’ at the two smaller hatches
o 10’ at the large hatch
• Replace vent screen and repair vents
• Replace the overflow termination screen and flapper as needed Renovation Scope of Work:
• Interior Coating – N/A
• Exterior Coating – N/A
• Cathodic Protection Install – N/A
Packet Pg. 261 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 14
BWTP Backwash Tank:
• 200,000 Gallon
• 36’D x 18’H plus Knuckle Roof
• Erected in 1995
Upfront Scope of Work in Year 1-2:
• Perform a washout inspection and cleaning
• Install a new gasket on the roof hatch
• Install confined space signs at hatches and manways
• Install a self-closing gate at the top of the exterior ladder • Install an alarm on the roof hatch
• Install a new screen on the roof vent
Renovation Scope of Work:
• Interior Coating – N/A
• Exterior Coating – Year 8
• Cathodic Protection Install – Year 2
• The grout between the tank and foundation will be repaired • Replace the overflow termination screen and flapper as needed • Convert 2-24” mono-bolt manways to multi-bolt
Packet Pg. 262 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 15

GENERAL SCOPE OF WORK TASKS
Superior Tank Solutions (Consultant) will provide the services and tasks outlined in the following sections.

The following general scope is subordinate to and supports the previous specific scope of work sections for the schedule, coating and upgrades/repairs.

Task 1 - Project Management and Quality Control
The Consultantshall be responsible for providing all contract management and quality control servicesfor the tank repair and maintenance program through the term of the contract.

The Consultant’s Project Manager shall play an active role in the management and coordination of the program. Project management shall include, but not limited to, the following items:

1. Coordinate with City on a regular basis regarding the status of the tanks and the schedule for contract activities.

2. Coordinate all meetings and conference calls as required and provide meeting notes/minutes.

3. Prepare and submit schedules and schedule updates to the City.

4. Maintenance of project files, including digital files, for City use and records. The Consultant shall provide a cloud-based project management software program to track and log project activities on a daily basis. Daily logs should at a minimum include photos, environmental conditions, safety, QA/QC, daily project update, and the ability to email the daily log directly the City at the end of each day.

5. Coordinate and facilitate site, work, and field inspections by the City, Engineer, third-party inspectors, or other designated City representatives.

6. The Consultant shall document any time and work completed on the City’s storage tanks, whether it is the annual visual inspection visit, scheduled work, warranty work, or unscheduled repair work. This record shall fully document the extent of the work performed.

It shall include, but not be limited to, a written description of the work completed, a listing of the workers present, equipment and materials utilized, manufacturer’s cut sheets for any manufactured items installed, and digital photos of the work. This written record shall be provided to the City both at the time of work completion and as a part of the annual progress report.

Packet Pg. 263 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 16

7. The Consultant shall prepare and submit annual progress reports with annual payment requests. The annual progress reports shall include, at a minimum, the following:
• Overview of work accomplished during the previous year; • Copies of all written work and coating inspection records; • Description of key activities to be accomplished in the next year; and • List of problem areas or deficiencies, if any, and proposed corrective actions.

The Consultant shall prepare and adhere to a Quality Assurance/ Quality Control (QA/QC) Plan for the duration of the services contract. The Quality Control Plan shall establish a process whereby all work is independently checked, corrected and back-checked, in accordance with accepted practice, by a person qualified and appropriately certified or registered. The QA/QC Plan shall provide coverage for all work and inspection provided under the contract. The consultant shall submit its QA/QC plan to the City for review prior to proceeding with any work.

Task 2 – Initial/Upfront Tank Repairs
Initial/upfront repairs will performed within the first two years of the contract and will include repairs, modifications, and/or improvement items necessary to bring the City’s tanks up to current standards, including California Occupational Safety and Health Administration (Cal-OSHA), United States Environmental Protection Agency (EPA) Security Standards, and all other State and/or Federal requirements. Repair/upgrades where damage to the interior coating system or extensive welding work is required will be performed during the scheduled tank interior renovation.

The Consultant shall determine the extent of, and remedy all, deficiencies as required to bring each tank into full compliance with Cal-OSHA and other applicable standards.

Alarms will be required on all access hatches to the tanks. For access hatches that do not currently have alarms, the City shall provide the alarms, the Consultant shall provide and install all conduits and conductors from the hatches to ground level, and City staff shall complete the connections and the required programming.

Packet Pg. 264 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 17
Task 3 - Steel Tank Coating
Steel tanks will be coated per the Program Schedule (see included schedule) and Individual Tank Scope of Work provided herein. Where “Full Renovation” is indicated in the schedule, both the interior and exterior of the tank will be coated.

Coating of steel tanks shall, at a minimum, conform to the requirements of ANSI/AWWA D102-24- Coating Steel Water-Storage Tanks, and the requirements of this contract. The contract describes the minimum requirements and does not contain all the engineering and information normally contained in technical specifications. The Consultant shall be responsible for evaluating each tank and determining if additional surface preparation of higher performance coating systems should be used.

Coating/lining work shall be performed with the tank out of service and based on the City’s outage constraints.

Interior Repairs and Coating
Tank interior coating systems shall generally consist of the following, or approved equal:
• Primer: Zinc-rich primer, in accordance with SSPC 20, applied directly to the steel. • Coating: 100% solids high build epoxy. The epoxy coating shall be applied in one coat to a minimum 20 mils dry film thickness (DFT). Primer and coating shall have contrasting colors to allow for differentiation by the applicator and/or inspector. A two coat thin film epoxy system will be allowed in the atmospheric if it benefits the application and system integrity.

Approved manufacturers are:
• Tnemec
• Sherman Williams
• Or approved equal
The interior primer and coating shall be manufactured by the same company and documented or certified to be compatible with each other. Primer and all coatings shall be NSF-61 and NSF-600 compliant and manufacturer-approved for use on potable water storage tanks. A letter from the coating manufacture approving the system shall be required.

Packet Pg. 265 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 18
The general scope of tank interior repair and coating work shall include the following:

1. Tank Outages:

In order for the City to adequately operate its water system and meet its customers’ water demands, shutdown, isolation, or draining of the City’s tanks shall generally occur between October 15 and April 15.

The Consultant shall submit a detailed Outage Plan and time schedule for all construction activities that will make it necessary to remove a tank from service at least 10 days prior to the scheduled activity.

The Consultant shall perform as much of the work as possible prior to the tank being taking out of service. All materials, equipment, and labor shall be on hand or readily available prior to taking the tank out of service. Once a tank is out of service, the Consultant shall work diligently to minimize the duration of the shutdown.

The City shall be notified in writing as soon as possible if the schedule for performing the Work requiring a tank outage has changed or if revisions to the outage plan are required. If it is necessary for the proper operation or maintenance of the City’s water system, the City may require the Consultant to reschedule an approved shutdown/outage.

2. Tank draining:

The Consultant will utilize filter bags and dechlorinate tank water during draining operations and discharge on site or into the storm drain system. Discharge of all water from tank draining shall be in accordance with all applicable State and local laws and requirements and requirements of the Station and Regional Water Quality Control Boards.

3. Cleaning:

All sediment and debris must be removed from the tank prior to initiation of the interior work scope. The tanks have not been cleaned since the winter of 2021 and deposits are present across the tank floors. Cleaning waste will be filtered and disposed of on-site where feasible, or discharged into the sanitary sewer or hauled to the Foothill Water Treatment Plant if necessary. Filter bags will be properly disposed of.

Oil deposits may exist on the upper shell around the circumference of the tank. These deposits must be thoroughly cleaned and completely removed prior to the initiation of the abrasive blasting operation per SSPC-SP 10/NACE No. 2.

The presence of a tightly adherent intact layer of mil scale is likely to exist under the existing coating on some tanks. The blasting operation must include the removal of all mil scale.

Packet Pg. 266 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 19

4. Structural Inspections and Repairs:

All interior roof plates, roof beams, roof support columns, and ring girders exhibiting corrosion degradation must be ultrasonically inspected upon completion of the inspection blast to quantify the extent of metal loss. In cases where the metal loss exceeds 25 percent of the original thickness of the plate, beam, or appurtenances, a California Registered Engineer shall approve the need for repair and the type of repair intended for use. In the event that the plate, beam, or appurtenance is replaced with a component of equal size and configuration, Engineering approval is not required.

All interior floor surfaces shall be ultrasonically inspected on a grid pattern. This inspection may be used to quantify the extent of corrosion degradation on both sides of the steel plates.

All areas exceeding 50 percent metal loss shall be more closely inspected to determine and map the size of the deficiency. The installation of weldment or steel plates per API 653 shall be installed over the areas of corrosion degradation. Patches must be comprised of A-36 carbon steel that is seal welded into place.

5. Temperature and Humidity Control:

The Consultant shall provide and utilize dehumidification and ventilation equipment if necessary from 24 hours prior to starting abrasive blasting to 96 hours after the interior coating is completed to establish and maintain the following conditions inside the tank, partitioning the tank to achieve these conditions will not be acceptable:
• Temperatures shall be within the coating manufacturer’s published recommendations.
• Temperatures shall be greater than 5 deg F above the dew point. The dew point shall be measured by use of an instrument, such as a Sling Psychrometer, in conjunction with US Department of Commerce Weather Bureau Psychrometric Tables or equivalents.
• The relative humidity shall be below 35 percent.

No coating or paint shall be applied; when the surrounding air temperature or the temperature of the surface to be coated or painted is outside of the published material manufacturer’s recommendations, or to wet or damp surfaces or in rain, snow, fog or mist. If unacceptable conditions are prevalent, then coating or paint application shall be delayed or postponed until conditions are favorable. The day’s coating or paint application shall be completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions.

Packet Pg. 267 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 20

6. Grounding:

Blasting, spray and air hoses shall be grounded to prevent accumulation of charges of static electricity.

7. Surface Preparation:

All surfaces shall receive a final blast to achieve an SSPC SP10 “Near White Metal” surface cleanliness with a minimum surface profile of 2.0 mils in the atmospheric zone and 3.0 mils in the immersion zone.

All spent abrasives, waste material and debris shall be contained, handled, temporarily stored, and transported off-site and disposed of in accordance with all regulatory requirements. Leachate test shall be performed on representative samples of the waste material prior to leaving the site. The leachate testing results shall be forwarded directly to the City. Upon receipt and authorization by the City, the Consultant shall properly dispose of waste materials.

The known presence of existing irregular welds, abrasive edges, and weld splatter will require grinding to a smooth surface prior to abrasive blasting and coating application.

Surfaces shall be cleaned of all dust and residual particles of the cleaning operations by brushing and air blast cleaning supplemented with vacuuming of the dust laden air prior to painting. Enclosed areas and other areas where dust settling is a problem shall be vacuum cleaned and blown down as necessary until free of dust as determined by a tape test.

8. Coating Application:

The coating application process shall generally include the following:
• Application of the zinc primer.
• Application of an initial stripe coat of the epoxy coating, thoroughly applied by brush to all beam edges, bolted connections, weld seams, plate edges or other irregular surface.
• Spray application of the epoxy coating, with the number of coats recommended by the manufacturer to achieve greater than the specified minimum dry film thickness.

All material applications shall be in strict compliance with manufacturer recommendations.

An approved representative shall verify that the surface preparation and coating application operation is in accordance with manufacturer recommendations.

9. Inspections/Testing:

The Consultant’s NACE CIP III certificated coating inspector shall provide quality control services for all coating work. The inspector shall verify that the surface preparation and Packet Pg. 268 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 21
coating application operations are in accordance with manufacturer recommendations and requirements specified herein.

During each workday, the inspector shall provide all aspects of technical observation of the work and ensure compliance with manufacturer’s recommendations and good practice. At the end of each workday, the inspector shall create a written inspection record of their technical observation, as well as testing results, instrument readings, weather conditions, a list of equipment and products utilized, etc. This inspection record shall be provided to the City both at the time of work completion and as a part of the annual progress report.

The Consultant’s inspector shall perform the following testing, at a minimum:
• High voltage holiday detection testing shall be employed in the immersion zone in accordance with AWWA D.102 and NACE SP0188. Voltage settings shall be in accordance with material manufacturer written recommendations. • Dry film thickness measurements.

All defects shall be repaired and re-inspected by the Consultant prior to final inspection by the City or its designated representative for approval.

The City reserves the right to provide a third-party inspector to check the Consultant’s work.

10. Caulking:

An NSF 61/600 approved caulk shall be applied to the roof/shell transition areas. This includes but is not limited to the knuckle plates and rafter connection points.

11. Washdown and Disinfection:

Upon completion of the interior coating’s cure period, all interior surfaces shall be initially washed down to remove all residual dust and debris from the tank.

Tank disinfection shall be performed in accordance with AWWA C.652 “Spray Method #2”.

The washdown and disinfection wastewater shall be removed from the tank and disposed of in accordance with the tank outage and tank draining constraints specified herein.

12. Gasket Replacements:

Upon completion of the disinfection process, all access points shall be sealed with new NSF 61 gaskets and new hardware. The sealing of the tank shall be done in the presence of City staff, and to the satisfaction of the City.

Packet Pg. 269 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 22
Exterior Repairs, Preparation, and Coating
Exterior tank coating systems may vary depending on the presence of heavy metals and the condition of the existing exterior coating. The Consultant shall be responsible for determining the level of surface preparation required and designing the coating systems for each tank to be cost effective and provide optimal performance and service life. The Consultant’s proposal shall include information concerning their proposed surface preparation methods and coating systems.

The City’s expectation is that the exterior coating system will generally consist of the following:
• Primer: Surface tolerant epoxy or zinc rich primer applied to areas of bare steel. • Intermediate Coat: Surface tolerant epoxy
• Topcoat: Polysiloxane or Urethane with excellent ultraviolet (UV) resistance, durability, and color retention. The topcoat shall also allow for future topcoats to facilitate repairs in the future, if necessary.
• The total coating system shall have a minimum 8 mils DFT.

To provide a non-skid surface in areas of the roof, the Consultant shall broadcast 30 to 50 mesh silica sand onto the wet film of the final topcoat. At a minimum, non-skid surfaces shall be provided for a 6-foot wide stripe around the outer perimeter of the roof, as well as 4-foot wide pathways to and around necessary access and/or maintenance points, such as vents, tie offs, hatches, etc.

Coating layers shall have contrasting colors to allow for differentiation by the applicator and/or inspector.

Exterior coating color for each tank shall be selected by the City. The Consultant shall submit color samples for the City’s selection. Tank wall colors may differ from roof colors.

Approved coating manufacturers are:
• Tnemec
• Sherwin Williams
• Or approved equal
The exterior primer, intermediate, and topcoat materials shall be manufactured by the same company and documented or certified to be compatible with each other. A letter from the coating manufacture approving the system shall be required.

Packet Pg. 270 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 23
The general scope of tank exterior repair and coating work shall include the following:

1. Appurtenance Removals:

All removable and non-painted appurtenances such as roof vents, safe climbing devices, antennas, markers, etc., shall be removed by the Consultant prior to any exterior coating work. These items shall be cleaned, protected, and stored during coating work, and reinstalled following completion of all coating work.

Modification/calibration required to make appurtenances operable, such as screen repair, straightening of safe climb bars, shall also be included in the Consultant’s scope of work. The City will remove and re-install any electric components such as sensors, level gauges, and antennas.

2. Surface Preparation:

The tank exterior areas shall receive surface preparation sufficient to ensure a sound coating system and compliance with the coating manufacturer’s recommendations.

All surfaces shall receive sufficient surface preparation per the coating manufacturer’s requirements to ensure adequate adhesion of the new coating system. Where practical, surface preparation should be performed in accordance with SSPC-SP 6/NACE No. 3 or SSPCSP 10/NACE No. 2. Due to the presence of homes, businesses, and other infrastructure or environmental concerns, no fugitive dust may leave the tank site and must be contained and collected.

All spent abrasives, waste material and debris shall be contained, handled, temporarily stored, and transported off-site and disposed of in accordance with all regulatory requirements. Leachate test shall be performed on representative samples of the waste material prior to leaving the site. The leachate testing results shall be forwarded directly to the City. Upon receipt and authorization by the City, the Consultant shall properly dispose of waste materials.

Irregular welds, abrasive edges, and weld splatter will require grinding to a smooth surface prior to coating application.

All surfaces shall be cleaned of all dust and residual particles prior to coating. Cleaning operations shall be by air blast cleaning, vacuuming, and/or by washing with clean rags dipped in a volatile organic compound (VOC) approved commercial cleaning solvent, rinsed with clean water, and wiped dry with clean rags.

Packet Pg. 271 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 24

3. Coating Application:

The coating application process shall generally include the following:
• Application of a zinc or epoxy primer.
• Application of an initial stripe coat of the intermediate epoxy coating, thoroughly applied by brush to all beam edges, bolted connections, weld seams, plate edges or other irregular surface.
• Application of the intermediate epoxy, with the number of coats recommended by the manufacturer to achieve greater than the specified minimum dry film thickness. • Application of the topcoat, including addition of silica sand for non-slip areas of the roof, as required.

All material applications shall be in strict compliance with manufacturer recommendations.

An approved representative shall verify that the surface preparation and coating application operation is in accordance with manufacturer recommendations.

4. Inspections/Testing:

The Consultant’s NACE CIP III certificated coating inspector shall provide quality control services for all coating work. The inspector shall verify that the surface preparation and coating application operations are in accordance with manufacturer recommendations and requirements specified herein and provide results of quality control tests and records.

During each workday, the Consultant’s inspector shall provide all aspects of technical observation of the work and ensure compliance with manufacturer’s recommendations and good practice. At the end of each workday, the inspector shall create a written inspection record of their technical observation, as well as testing results, instrument readings, weather conditions, a list of equipment and products utilized, etc. This inspection record shall be provided to the City both at the time of work completion and as a part of the annual progress report.

The Consultant’s inspector shall perform the following testing, at a minimum:
• Surface preparation inspection: Before the primer coating is applied, verify that the required surface preparation parameters outlined herein have been satisfied. • Film Thickness: The wet film thickness of each coat shall be measured during application.

Before application of successive coats, the DFT shall be measured for compliance. The DFT of the total system shall be measured in accordance with SSPC-PA 2.

Packet Pg. 272 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 25
• Holiday Testing: For internal coating systems, the coating on interior wet surfaces, below the maximum water level, shall be tested with high voltage holiday detection testing methods in accordance with AWWA D.102 and NACE SP0188. Voltage settings shall be in accordance with material manufacturer written recommendations. Locations where holidays are detected shall be retested after repair work has been completed.

All defects shall be repaired and re-inspected by the Consultant prior to final inspection by the City or its designated representative for approval.

The City reserves the right to provide a third-party inspector to check the Consultant’s work.

Task 4 – Annual Visual Inspections
The Consultant shall conduct annual visual inspection of all tank exteriors and appurtenances and repair any damaged items, including coating touch-ups. The visual inspection will include documenting the interior tank condition through the roof hatch(s) to identify obvious signs of coating failure, rust, corrosion, sediment accumulation, biofilm, or other visual discrepancies.

The Consultant shall coordinate and schedule inspections with the City such that appropriate City staff may attend.

The Consultant shall prepare documentation for each site visit and any follow-up repair visits as required.

Coating touch-up work to repair minor issues, as defined by the City, will not require the observation of a NACE-certified coating inspector.

Task 5 - Interior Cleaning and Inspections
All tank interiors shall be cleaned and inspected (via dry, dive or remote methods) at least once every five years to meet federal Environmental Protection Agency (USEPA) requirements and at least three (3) times over the ten-year contract period.

All of the City’s tanks were most recently cleaned and inspected in the winter of 2021. The Consultant shall be responsible for performing interior inspections of all the tanks in 2026.

Packet Pg. 273 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 26
The City’s preferred method for cleaning work shall be accomplished when the tanks are taken out of service. However, due to potential scheduling constraints and system limitations, dive or remote inspections may be requested in some cases.

Contamination Avoidance:

1. The Consultant is responsible for maintaining tank water quality to the requirements listed herein throughout the period of the Work.

2. No dive team member shall have current symptoms of an infectious disease or be under or have been under a physician’s care for an infectious disease within the two weeks preceding the dive operation.

3. The Consultant shall use only materials that are certified for use in potable water environments by ANSI/NSF 61 and 600, Drinking Water System Components – Health Effects.

4. All dive gear, and cleaning and video equipment entering tanks shall be disinfected with a minimum 200 mg/L free chlorine solution, as per ANSI/AWWA C652-02, prior to entry.

5. The Consultant shall be responsible for verifying that disinfection solution has 200 mg/L free chlorine, using a portable test kit specifically intended for free chlorine measurement.

6. All equipment and diving gear used shall have been purchased for and dedicated to use in potable water systems. When not in use, all equipment and diving gear will have been stored in a manner that prevents both chemical and bacteriological contamination.

7. Dry suits shall be free from tears, scrapes, unrepaired areas or other imperfections that may impair the integrity of the suit.

8. There shall be no contact of the mouth or head with the water during any underwater operations. The head shall be fully encapsulated by one or a combination of a helmet or dry suit hood with a full-face mask.

9. If any equipment or materials that will enter the tank makes contact with the roof of the tank, then said items must be re-disinfected prior to entering the tank.

10. When the tank is drained for cleaning and inspection, the interior walls and floor will be pressure washed, scaffolding will be erected for inspection and coatings repairs, and the tank will be disinfected per AWWA C.652 Method 2 upon completion.

Cleaning waste will be filtered and disposed of on-site where feasible, or discharged into the sanitary sewer or hauled to the Foothill Water Treatment Plant if necessary. Filter bags will be properly disposed of. The Consultant shall remove sediment and debris from the tank bottom and any internal horizontal planar surfaces, using a method and removal rate that minimizes re-suspension of settled solids or damage to the tank coatings.

Packet Pg. 274 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 27
Internal tank inspection shall include identifying corrosion, defects in lining materials, and general condition of welds, columns, standpipes, manways, ladders, level sensing devices, cathodic protection systems, all cementitious materials and any other internal components of the tank.

The Consultant shall provide the City with a complete written report thoroughly documenting the results of the cleaning and inspection work. In addition, underwater inspections shall include a video taken by the Consultant documenting all significant findings. The Consultant’s written inspection report shall include, at a minimum, the following:

1. Estimates of sediment and silt accumulation on the floor of each tank, including a general description of the quality of the sediment and silt.

2. Estimates of corrosion both above and below the waterline based on NACE and SSPC guidelines.

3. Grading of the weld seams based on AWS criteria.

4. A description of concrete condition (where applicable) noting any problem areas such as cracking, spalling or deterioration and recommendations for repair.

5. A description of coating condition (where applicable) noting any areas of blistering or separation and recommendations for repair.

6. Description of leaks detected, including detailed location and dimensions of the area that is leaking and recommendations for repair.

7. Comprehensive listing of all significant defects found, with corresponding photos and recommendations.

8. Documentation of all repair work conducted on each tank.

Provide video reports for underwater inspections conforming to the following requirements:

1. Use real-time closed-circuit high-resolution color underwater video equipment to document cleaning and inspection.

2. Interior video documentation of tanks, both above and below the waterline shall be provided.

3. Narrated videotape shall review at a minimum the conditions of interior walls, floors, roofs, ladders, handrails, safety cages, columns, coatings, hatches, welds, overflow structures, sample ports, level sensing devices, sediment and any other significant appurtenances.

Task 6 - On-Call and Emergency Services
The Consultant shall provide an “all inclusive” emergency repair program and on-call services for malfunctions and unforeseen incidents including but not limited to:
• Acts of vandalism such as graffiti, bullet or rock impacts, or other damage; Packet Pg. 275 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 28
• Failed appurtenances;
• Repair of equipment malfunctions, such as level indicator inaccuracy; • Vent or overflow screen damage;
• Leaks;
• Gasket maintenance;
• Safety equipment inspection and maintenance; and
• Cathodic protection repairs and/or maintenance.

At a minimum, offensive graffiti or tank damage/malfunctions that impact the serviceability of the tank shall be immediately scheduled upon notification and a Consultant crew shall be onsite in less than 24 hours to correct these issues. Less critical damage shall be abated within 30 days or at the next scheduled annual inspection, as requested by the City.

The Consultant’s proposal shall clearly identify and outline its assumptions and scope of services included under this task, detailing the specific types and amounts of repairs and services included and/or not included to avoid potential disputes that could arise regarding extra work or out-of-scope work. No extra pricing, contract change orders or other such cost extras will be approved by the City unless such work can be clearly identified as outside of or in addition to the approved scope of work, as detailed in this RFP and the Consultant’s proposal. The Consultant shall notify the City in writing upon discovering any additional and/or out of scope services that may be necessary. The City must approve any change order work before the Consultant proceeds with it.

Task 7 - Cathodic Protection
The Consultant shall provide the design, fabrication, installation, and maintenance of complete Cathodic Protection Systems for the interior of all the City’s steel tanks.

None of the City’s tanks are currently equipped with cathodic protection.

The final submittal packet must include plans and detail drawings, and design calculations stamped by a NACE (AMPP) CP4, as well as material data sheets.

Cathodic protection systems shall be an impressed current system with a minimum of 20-year design life. Where possible the system will horizontally suspended with no roof penetrations. The rectifier shall be automatic instantaneous resistance (IR) free and enclosed in a weatherproof and UV Packet Pg. 276 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 29
resistant enclosure designed to handle the Redding area environmental conditions. The rectifier shall be post mounted at the base of the tank.

All dissimilar metal to the carbon steel tank, and in contact with electrolyte (water), must be designed with proper isolation to prevent bi-metallic coupling.

The Consultant’s cathodic protection installer shall provide all conduit and electrical on the tank side of the rectifier and to the rectifier. Stainless steel hardware and fasteners must be used for pin insulators and hand hole cover assemblies.

If the cathodic protection system is installed in conjunction with an interior coating renovation, the cathodic protection system is installed, it must remain off for the one (1) year coating warranty. Then after the warranty period, the cathodic protection shall be energized, tested, and remain on.

The Consultant shall furnish a close out packet with a written report summarizing the testing per NACE (AMPP) SP0388, as well as test data, results, and operations and maintenance manuals for the system.

During the course of the contract, the Consultant shall provide annual cathodic protection surveys.

The annual surveys shall include the following and must be performed by a NACE CP certified techs.

1. Visual Inspection: Visually inspect the existing cathodic protection and any area of concern.

2. Photographic Documentation: Document and include photos in the report of the cathodic protection system and components. Area of concern will be identified and called out in recommendations.

3. Cathodic Protection System Evaluation: Document cathodic protection system materials and components. Evaluate the condition of the anodes, anode wires, reference electrodes, splices, rectifier, anode junction boxes, and hand hole covers. During the inspection assess the level of protection being offered to each tank and the effort to upgrade/replace these systems if deemed necessary. Inspection will include taking potentials with a portable reference electrode and adjusting the rectifier for optimal performance and ensure the system meets AWWA D104 and NACE SP0388 standards. Galvanic (CP) systems will be tested per AWWA D106 and NACE SP0196 criteria. Under the evaluation scope of work, troubleshoot the cathodic protection and make repairs onsite when possible.

Packet Pg. 277 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and EXHIBIT A – SCOPE OF WORK 30

4. Cathodic Protection System Repair and Maintenance: Maintain and repair the cathodic protection for the duration of the contract. Including repairing and replacing parts and components as necessary to ensure the system is functioning properly and meeting NACE/AMPP criteria.

5. Engineering Report: A final digital report consisting of scope of work complete; testing methodology, findings upon arrival; adjustments made while onsite, and conclusion with recommendations to continually operate the cathodic protection systems to effectively mitigation corrosion. Photos of major (CP) components and areas of concern will be included with the final report. A complete dashboard summarizing the finding and repairs will be provided in the final closeout packet.

Packet Pg. 278 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Exhiibit B COST

PROPOSAL
The following schedule and cost breakdown was derived from the RFP and subsequent meetings with the City following the notice of award.

Annual Program Fee: $ 1,220,100.00
Quarterly Payment: $ 305,025.00
10 Year Program Total: $12,201,000.00
The following tank interior coating renovations were not included in the 10-year renovation scope. The Prebid inspection and City provided information indicates the tank interiors on these tanks are in good condition and with maintenance, can be extended beyond 10 years before renovation is required. Should the initial comprehensive inspection of these tanks result in new information altering the recommendation, the findings will immediately brought to the City for review and discussion.

1. Enterprise Tank 2 – Interior Coating Renovation

2. BWTP Buckeye Tank – Interior Coating Renovation

3. Foothills Tank #2 – Interior Coating Renovation
Name Type Size Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Cascade Reservoir Welded 1.0 MG Full Renovation Washout Visual Visual Washout Visual Visual Washout Visual Visual Buckeye 4MG Reservoir Welded 4.0 MG Visual/ROV Visual
Interior
Renovation Washout Visual Visual Washout Visual Visual
Ext. Only & Washout
Enterprise Tank #1 Welded 3.5 MG Visual/ROV Full Renovation Washout Visual Visual Washout Visual Visual Washout Visual Ranchettes Reservoir Welded 2.0 MG Washout Visual Visual Full Renovation Washout Visual Visual Washout Visual Visual Enterprise Tank #2 Welded 6.0 MG Visual/ROV
Ext. Only & Washout Visual Visual Washout Visual Visual Washout Visual Visual Buckeye Tank #2 Welded 2.0 MG Washout Visual Visual Visual Full Renovation Washout Visual Visual Washout Visual Hill 900 #2 Welded 2.0 MG Visual Washout Visual Visual Washout Visual Full Renovation Washout Visual Visual Foothills Tank #2 Welded 4.1 MG Visual/ROV Visual Washout Visual Visual Ext. Only & Washout Visual Visual Washout Visual
Hill 900 #1 Concrete AG 2.0 MG Washout Visual Visual Washout Visual Visual Washout Visual Visual Washout Foothills Concrete PB 6.0 MG Visual Washout Visual Visual Washout Visual Visual Washout Visual Visual BWTP Backwash Welded 0.2 MG Visual Washout Visual Visual Washout Visual Visual Ext. Only & Washout Visual Visual
TOTAL SPREAD COST $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 $ 1,220,100.00 City of Redding
Preliminary 10 Year Tank Program
Packet Pg. 279 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and STS Scope and Scheduling Factors:
• All regulatory compliance upgrades/repairs that can be performed without substantially damaging the tank interior coating or requiring the tank to be out of service, will be performed in year 1 or 2.
• Impressed current cathodic protection system design, fabrication, installation, and testing is included for each steel tank. Installation will occur in conjunction with the interior coating renovation or in some cases, during the first annual washout. • Cathodic protection systems will be surveyed annually starting the year following system commissioning. Systems installed in conjunction with an interior coating renovation will be commissioned after approximately 1 year from installation. Systems installed in conjunction with a washout, will be commissioned once the tank is full and back in service. • Cascade Tank – It was observed during the pre-bid meeting that at least one rafter is hanging and several others are twisting. Due to the age of the tank, presence of lead, and compromised rafters, it is recommended to prioritize this tank for renovation. • Buckeye 4MG - The corrosion on the rafters and internal support structure is aggressive with active metal loss occurring. This tank should be prioritized to prevent further metal loss and expensive structural repairs.
• Enterprise #1 – The exterior coating condition and presence of lead make this tank a priority. Additionally, areas of dark corrosion were observed on the upper shell during the pre-bid evaluations.
• STS recommends coordinating a washout the year after completing an interior renovation.

This will serve as the 1-year warranty inspection and provide both the City and the Firm the opportunity to find and address any problems or failures with the newly installed coating system.
• STS recommends performing an ROV inspection on several of the tanks at the beginning of the contract to better assess and document the tank interior conditions for tanks not scheduled for a renovation or washout in years 1 or 2.
• Several of the tank’s interior and exterior coating conditions do not align. In several cases it makes sense to perform the exterior and interior coating renovations in different years.

This approach will address higher priority deficiencies to part of the tank, while maximizing the coating life and long term ROI by postponing work where possible. • Tank exteriors will be overcoated where conditions and adhesion meet overcoat criteria and system longevity will not be compromised.
• Tank interior atmospheric areas (above the high water line) maybe coated with a 3 coat system: zinc/epoxy/epoxy or with the same ultra-high solids system as applied in the immersion zone.

Packet Pg. 280 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Program Clarifications/Conditions/Exclusions:
• Lead management procedures are included for the Cascade and Enterprise 1 Tanks. • STS assumes lead, heavy metals or hazardous waste are only present Cascade & Enterprise 1. • For washouts and renovations, the Owner shall drain to 3" or less and perform lock out tag out procedures.
• Manway conversions from mono-bolt to multi-bolt include engineering and throat extensions.

Doubler plates, additional reinforcement, or full replacement are not included unless specifically stated in the tank scope of work.
• Residual water and waste from cleaning and draining can be disposed of on site. • Work will be performed in a continuous manner without interruption. • The costs do not take into consideration any restrictive work hour rules, union labor or any special provisions such as safety schooling, safety clothing or hazardous training seminars that may be required.
• As specified by the American Water Works Association, D.102 Standard, the Superior Tank Solutions, Inc. will provide a warranty on work performed. At the washout inspection Superior Tank Solutions Inc. will provide representation to inspect the work performed. Deficiencies identified will be repaired by Superior Tank Solutions Inc. at no additional charge. • Owner shall provide water for washing, rinsing, and disinfection procedures. • STS is not responsible for operating valves or controls at any point. • The Owner is responsible for all water quality testing following program tasks. • Superior Tank Solutions assumes sites are compacted, level and fully accessible for the delivery of materials.
• Spot coating repairs during washouts or dive cleanings are limited to areas accessible from the floor during washouts or the immersion zone during dives. • Project submittals will be provided following contract execution or prior to each task. • Scaffolding, cleaning chemicals, and waste containment, haul off and disposal of waste are not included during washout or dives but can be added for an additional cost. • The owner is responsible for disconnecting or reconnecting existing or new piping, valves, telemetry, conduits, internals, etc. or will be performed by others prior to STS mobilization. • STS will install alarms on the roof hatch of each tank. Installation includes mounting the alarms, running conduit and wire to a J-box at ground level. The City will provide the alarms, connect the alarms to their control system, and handle any programing or system configuration. Due to a lack of information on where each alarm will be connected, how much trenching is required, and system configuration, STS cannot account for costs to fully connect the alarms, however, STS will provide reasonable support, labor, equipment and materials to support the work. • Due to the limited information on the interior tank conditions, STS can’t reasonably account for any and all potential structural repairs or replacement. For example, access was not provided to properly inspect the dollar plate or tank floor. As a result, should unforeseen conditions arise beyond what could be reasonably identified, STS reserves the right to change orders. • Removing, reinstalling, modifying or maintaining and interacting with antennas is not included.

Packet Pg. 281 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and • STS has attempted to account for reasonable inflation throughout the course of the 10-year program by building in 2-3% annual inflation. Should annual inflation as per the Engineering News-Record (ENR) “building cost index” exceed 3%, STS reserves the right to increase the annual fee by the percentage amount exceeding 3%. Inflation will be assessed at the end of each calendar year and be applied to all subsequent invoices. The City will be notified and justification provided for any inflationary increases.
• Should future mandated industry, regulatory, governmental, environmental, or safety requirements cause significant changes in the cost to complete the contracted scope of work, STS will notify the City to negotiate a path forward. It is understood that this may result in an increase in the annual fee or scope changes to maintain regulatory compliance. • Door sheets will be allowed for interior renovations. When a door sheet is installed, STS will provide engineering and weld testing.
• Impressed Current Cathodic Protection Systems with solar power will be installed turnkey. Grid or AC powered systems will require the City to run power to the rectifier post mounted near the exterior ladder approximately 4’ above ground level.
• DIR prevailing wages are included.
• Payment and performance bonds will be provided annually for 100% of the annual contact amount as per the following schedule.

EXCLUSIONS: Permits, Concrete or Gravel Foundation, subsurface work, removal of well intact mil scale, temporary water solutions, antenna handling and maintenance, full containment, floor replacement, Foundation work of any kind, Transducers, Insulation, Special Inspections, Anchor Bolt Assemblies, Fiber Expansion Board, Level Switch, Process Piping, Over-Excavation or Recompaction of Existing Soils, Probes, Transmitters, Subgrade, Alarms, Blinds, Flex Coupling, Heat Tape, Instrumentation, Downcomers or Supports thereof (Except Where Specified Above), Flex Tends, Valves, Meters, Grading, Gauges, Flap Gates, Water to Hydro-Test or Vacuum Test or Disposal thereof, Bact-T or V.O.C. Tests, Electrical Wiring or Controls thereof, Conduits, Surveying, External or Internal or Below Grade Piping, Fittings, or Internals or items not specifically mentioned above.

Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 $ 1,250,000.00 $ 3,100,000.00 $ 2,000,000.00 $ 1,450,000.00 $ 1,450,000.00 $ 550,000.00 $ 1,550,000.00 $ 270,000.00 $ 125,000.00 $ 456,000.00 Packet Pg. 282 Attachment: Contract - Superior Tank Solutions, Inc. (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and Packet Pg. 283
Attachment: NOE Water Tank Repair and Maintenance (4.11(c)--Award Request for Proposal No. 5680 for Water Storage Tank Repair and

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to Bid Schedule No. 5713 (Project No.

STADM23030), Replace Asphalt Concrete Surfacing 2026:
(1) Award to Tullis, Inc. in the amount of $1,882,564.00; (2) Approve $359,350 to cover the cost of administration and inspection fees; (3) Approve $254,130 for project development costs;
(4) Approve $225,000 to provide construction contingency funding; (5) Authorize the City Manager, or designee, to approve additional increases in either the construction management or construction contingency amounts up to a total of $50,000; (6) Approve the project design plans, specifications, and special provisions; and (7) Find that the project is categorically exempt from review under the California Environmental Quality Act Guidelines, pursuant to Section 15301(c) – Existing Facilities.

Fiscal Impact
On May 19, 2026, the City Council (Council) adopted Resolution 2026-035 which included a proposed project list that indicated the City will utilize Fiscal Year (FY) 2026-27 Road Maintenance and Rehabilitation Account (RMRA) revenues funded by Senate Bill 1, the Road Repair and Accountability Act of 2017, to pay for Replace AC Surfacing 2026 Project preconstruction and construction activities.

Additionally, on May 12, 2026, the City sent the Shasta Regional Transportation Agency (SRTA) a Regional Surface Transportation Program Exchange Funds Project Nomination Form which lists the Replace AC Surfacing 2026 Project as the City’s proposed use of the $1,933,177 allocated to the City of Redding in FY 2026-27.

MEETING DATE: August 18, 2026
ITEM NO. 4.11(d)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026 Michael Webb, Interim City
Manager/Public Works
Director
Packet Pg. 284
Report to Redding City Council August 12, 2026
Re: 4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026 Page 2 The remaining, existing funding for the Project, one of the City’s primary annual pavement preservation projects, comes from prior year RMRA revenues received by the City of Redding’s (City) Streets Division, deposited into the City’s Special Gas Tax fund, and reported on in the Annual State Controller’s Streets Expenditure Report. This remaining, unexpended, prior-year funding for pre-construction is expected to have been carried forward to the construction phase in this fiscal year, pending approval of administrative carryover requests pursuant to council policy 409.

Project cost components are estimates, and adjustments may be necessary to reallocate funds and ensure the project remains within the approved project budget.

There is no General Fund impact to accepting the recommendation.

Cost Summary
Item Estimated
Project Development Costs $ 254,130
Construction Contract + Contingency $ 2,107,564
Contract Administration, Inspection, Testing $ 359,350
Additional City Manager Authority $ 50,000
Total Project Costs $ 2,771,004
Project Budget $ 2,973,000
Alternative Action
The City Council may choose not to award the project or provide alternate direction to staff. If the project is not awarded, the planned annual maintenance will not occur and the streets will continue to deteriorate and may require complete roadway reconstruction.

Background/Analysis
Attached is a tabulation of bids opened on July 28, 2026. The low bid in the amount of $1,882,564 was received from Tullis, Inc., of Redding, California. The engineer’s estimate was $2,073,743 Total project development costs for this project are estimated to be $254,130. Project development costs include engineering, environmental, and consultant services (design support).

This project involves placing approximately 8,462 tons of asphalt concrete pavement in worn and deteriorated sections of Browning St, Canby Rd, Mistletoe Ln, and Wood Ln. The project includes other associated work items: ADA curb ramps, sidewalk replacement, pavement delineation, pavement markings, pavement markers, and other miscellaneous items.

Environmental Review
Staff has determined that the project is categorically exempt from environmental review under the California Environmental Quality Act Guidelines, per Section 15301 (c). Class 1 exemptions include the operation, repair, maintenance, or minor alteration of existing facilities, structures, or equipment involving negligible or no expansion of use. The project will extend the life of the existing pavement, but will not create additional vehicle capacity or result in expansion of use.

The project has been reviewed for sensitive resources such as threatened or endangered species or their habitats, sensitive vegetation communities, tribal lands, or tribal cultural resources. The project has no potential to have a significant effect on the environment.

Packet Pg. 285
Report to Redding City Council August 12, 2026
Re: 4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026 Page 3 Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Location Map
COR BS 5713 Bid Tab
NOE_AC Surfacing Project 2026
City of Redding Project Nomination for RSTP Funds from SRTA Resolution 2026-035
Packet Pg. 286

CITY OF REDDING

LOCATION MAP

REPLACE AC SURFACING
PROJECT 2026 PUBLIC WORKS

DEPARTMENTCANBY RD

BROWNING ST

MISTLETOE LN

H LI LT
OP D
R

LOCATION

PROJECT

LOCATION

PROJECT CANBY RD CHURN CREEK RD

H LI LT
OP D
R
SR 44

OLD ALTURAS RD

DANA RD
Packet Pg. 287 Attachment: Location Map (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026) BID TABULATION FOR:

Replace AC Surfacing 2026
Bid Schedule No.: 5713

ENGINEER'S EST
7/28/2026 UNIT UNIT UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL 1 Water Pollution Control LS 1 $3,000.00 $3,000.00 $1,000.00 $1,000.00 $850.00 $850.00 2 Traffic Control LS 1 $210,000.00 $210,000.00 $200,650.70 $200,650.70 $276,022.50 $276,022.50 3 Asphalt Concrete TON 8462 $124.00 $1,049,288.00 $114.00 $964,668.00 $116.00 $981,592.00 4 Cold Mill Asphalt Concrete SY 32811 $5.00 $164,055.00 $6.10 $200,147.10 $4.50 $147,649.50 5 Geogrid Mat SY 13401 $6.75 $90,456.75 $7.20 $96,487.20 $8.00 $107,208.00 6 Utility Location LS 1 $20,000.00 $20,000.00 $5,000.00 $5,000.00 $4,131.00 $4,131.00 7 Traffic Loop EA 22 $4,000.00 $88,000.00 $2,200.00 $48,400.00 $2,200.00 $48,400.00 8 Sidewalk (4" PCC) SF 368 $22.00 $8,096.00 $60.00 $22,080.00 $60.00 $22,080.00 9 Curb And Gutter (6") LF 375 $72.00 $27,000.00 $86.00 $32,250.00 $69.00 $25,875.00 10 Concrete Curb Ramp SF 2709 $45.00 $121,905.00 $29.00 $78,561.00 $42.00 $113,778.00 11 Thermoplastic Traffic Stripe (6") LF 44742 $1.75 $78,298.50 $1.00 $44,742.00 $1.00 $44,742.00 12 Thermoplastic Traffic Stripe (8") LF 3165 $2.50 $7,912.50 $2.00 $6,330.00 $2.00 $6,330.00 13 Pavement Marking (Green - Bike Lane) SF 276 $25.00 $6,900.00 $12.00 $3,312.00 $12.00 $3,312.00 14 Thermoplastic Pavement Markings SF 4086 $16.00 $65,376.00 $6.00 $24,516.00 $6.00 $24,516.00 15 Pavement Markers EA 2138 $12.00 $25,656.00 $5.00 $10,690.00 $5.00 $10,690.00 16 Install Sign EA 4 $1,000.00 $4,000.00 $745.00 $2,980.00 $500.00 $2,000.00 17 Adjust Valve Box EA 36 $1,200.00 $43,200.00 $1,000.00 $36,000.00 $1,020.00 $36,720.00 18 Adjust Manhole EA 27 $1,200.00 $32,400.00 $1,500.00 $40,500.00 $1,760.00 $47,520.00 19 Adjust Monument EA 11 $1,200.00 $13,200.00 $1,750.00 $19,250.00 $1,200.00 $13,200.00 20 Pedestrian Push Button EA 3 $5,000.00 $15,000.00 $15,000.00 $45,000.00 $16,100.00 $48,300.00 TOTAL - CONTRACT ITEMS $2,073,743.75 $1,882,564.00 $1,964,916.00 Tullis, Inc. J. F. Shea Construction, Inc.

Shaded areas indicate corrections made in accordance with the Special Provisions. Page 1 of 2 Packet Pg. 288 Attachment: COR BS 5713 Bid Tab (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026) BID TABULATION FOR:

Replace AC Surfacing 2026
Bid Schedule No.: 5713
7/28/2026
ITEM DESCRIPTION UNIT QTY 1 Water Pollution Control LS 1 2 Traffic Control LS 1 3 Asphalt Concrete TON 8462 4 Cold Mill Asphalt Concrete SY 32811 5 Geogrid Mat SY 13401 6 Utility Location LS 1 7 Traffic Loop EA 22 8 Sidewalk (4" PCC) SF 368 9 Curb And Gutter (6") LF 375 10 Concrete Curb Ramp SF 2709
11 Thermoplastic Traffic Stripe (6") LF 44742
12 Thermoplastic Traffic Stripe (8") LF 3165
13 Pavement Marking (Green - Bike Lane) SF 276
14 Thermoplastic Pavement Markings SF 4086
15 Pavement Markers EA 2138
16 Install Sign EA4
17 Adjust Valve Box EA 36
18 Adjust Manhole EA 27
19 Adjust Monument EA 11
20 Pedestrian Push Button EA3

TOTAL - CONTRACT ITEMS

AVERAGE
UNIT
PRICE
$925.00
$238,336.60
$115.00
$5.30
$7.60
$4,565.50
$2,200.00
$60.00
$77.50
$35.50
$1.00
$2.00
$12.00
$6.00
$5.00
$622.50
$1,010.00
$1,630.00
$1,475.00
$15,550.00
Average Total
$1,923,740.00
Shaded areas indicate corrections made in accordance with the Special Provisions. Page 2 of 2 Packet Pg. 289 Attachment: COR BS 5713 Bid Tab (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026) Packet Pg. 290
Attachment: NOE_AC Surfacing Project 2026 (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026) Packet Pg. 291
Attachment: City of Redding Project Nomination for RSTP Funds from SRTA (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing Packet Pg. 292
Attachment: City of Redding Project Nomination for RSTP Funds from SRTA (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing

CITY OF REDDING

LOCATION MAP

REPLACE AC SURFACING
PROJECT 2026 PUBLIC WORKS

DEPARTMENTCANBY RD

BROWNING ST

MISTLETOE LN

H LI LT
OP D
R

LOCATION

PROJECT

LOCATION

PROJECT CANBY RD CHURN CREEK RD

H LI LT
OP D
R
SR 44

OLD ALTURAS RD

DANA RD
Packet Pg. 293 Attachment: City of Redding Project Nomination for RSTP Funds from SRTA (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing Packet Pg. 294
Attachment: Resolution 2026-035 (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026) Packet Pg. 295
Attachment: Resolution 2026-035 (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026) Packet Pg. 296
Attachment: Resolution 2026-035 (4.11(d)--Award Bid Schedule No. 5713, Replace AC Surfacing 2026)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to the ongoing Transportation Grant Projects:
(1) Increase the Turtle Bay to Downtown Gap Completion Project (“TBTDT” Project) budget by $232,560 using Fiscal Year (FY) 2025-26 Streets Capital appropriations; and (2) Increase the Victor and Cypress Avenues Active Transportation Project (“VCAT” Project) budget by $78,450 using FY 2026-27 Streets Capital appropriations.

Fiscal Impact
There is no fiscal impact from the recommended action, including no General Fund impact.

The recommended action does not appropriate new funding. Sufficient Streets Capital appropriations have already been made; approval of the project budget increases allows staff to direct $311,010 of those appropriations to the TBTDT Project ($232,560 from the FY 2025-26 Road Maintenance and Rehabilitation Account (RMRA) Gas Tax source) and the VCAT Project ($78,450 from the FY 2026-27 Highway Users Tax Account (HUTA) Gas Tax allocation) by administrative appropriation transfer within amounts Council has already approved. The FY 2025-26 RMRA appropriation for the TBTDT Project remains unexpended and is the subject of a pending administrative carryover request under Council Policy 409; if the carryover is not approved, staff would return to Council to request the appropriations necessary to complete the TBTDT Project.

Alternative Action
The City Council (Council) may choose not to increase one or both of the project budgets. If Council does not award more TBTDT local match funding, a lapse in grant-eligible funding could potentially stop critical work and endanger the eligibility of the project under the grant MEETING DATE: August 18, 2026
ITEM NO. 4.11(e)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 4.11(e)--Approve Increase to Project Budget for the Turtle Bay to Downtown Gap Completion and Victor and Cypress Avenues Active Transportation Projects Michael Webb, Interim City
Manager/Public Works
Director
Packet Pg. 297
Report to Redding City Council August 12, 2026
Re: 4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & VCAT ProjectsPage 2 program. In the VCAT Project case, the Utility Agreement costs would need to be paid from ATP or Carbon Reduction Program grant funds or from Citywide Traffic Impact Fee (TIF); staff does not recommend using these sources for this purpose, as described below. If the grant funds are used for the VCAT Project utility expense, staff would then anticipate a need for additional local match to be budgeted at award of the construction contract.

Background/Analysis
By the authority granted to the Director of Public Works from Council in Resolution 2022-013, the City fully executed a Program Supplement on October 2, 2025 with the State of California – Department of Transportation to receive additional State grant funds, with a local match component of $260,948.60. Although the ATP funding was accepted several years in advance of the construction, staff had sufficient funding to award the contract but was unable to anticipate the Streets local match funding required as the project scope and timeline evolved. There are no other external grant sources available to use as the City’s local funds match. The recommended $232,560 increase, together with the $28,390 balance of unexpended Streets local funds remaining after Project Development, totals $260,950 and meets the local match required under Program Supplement No. 00000A846.

On May 20, 2025, Council adopted a proposed list of projects to use FY 2025-26 RMRA revenues funded by Senate Bill 1, which included the Turtle Bay to Downtown Gap Completion as one of those projects. Thus, Council has already indicated their intent to the public to use RMRA dollars to fund part of the project.

On November 18, 2025, Council awarded Bid Schedule No. 5628 to S.T. Rhoades Construction Inc. for construction of the TBTDT Project in the amount of $1,797,056 with $179,800 of construction contingency and $75,000 of Additional City Manager Authority to increase construction management or contingency. On April 29, 2026, the City Manager transferred all $75,000 of their Additional Authority to Construction Contingency to fund unanticipated discoveries and other unforeseen changes necessary to complete the Project. The transfer reallocated funds within the approved project budget and did not increase it. The recommended $232,560 increase would also be directed to construction contingency, bringing the expected total contingency amount to $487,360. With this increase, there is expected to be sufficient project budget to carry the Project through final construction, closeout, and acceptance.

The TBTDT Project will construct improvements along Sundial Bridge Drive from the intersection of Butte Street, north to the Turtle Bay Parking lot and along the Turtle Bay Parking lot to Sundial Bridge Drive. Improvements include the construction of a shared-use path, a raised intersection with curb extensions, raised crosswalks, pedestrian lighting, curb ramps, striping, landscaping, and other miscellaneous items of work.

For the VCAT Project, the estimated cost for the relocation included in the City’s Utility Agreement with PG&E totals $78,442. Staff recognizes that the ATP or Carbon Reduction Program grant could potentially pay for a portion of this cost; however, the project development and construction is forecasted to use all of the grant funding and staff does not recommend that the agreement is paid using the current local match for the project, TIF, and instead staff recommends the use of HUTA Gas Tax due to their flexibility and the nature of the work to be done.

Packet Pg. 298
Report to Redding City Council August 12, 2026
Re: 4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & VCAT ProjectsPage 3 The proposed VCAT project is located along Victor Avenue from south of Hartnell Avenue to East Cypress Avenue, along East Cypress Avenue from Victor Avenue to Alfreda Way, and along Alfreda Way to Del Monte Street. It will construct shared-use paths, curb ramps, and bike lanes. The project will enhance safety by constructing mid-block crossings with Rectangular Rapid Flashing Beacons and by installing protected intersections for safer crossings. It will also include a roundabout installation at the Victor and Cypress Intersection.

Environmental Review
This action, increasing project budgets, is not a project as defined under the California Environmental Quality Act (CEQA) and no further action is required for this item. On November 18, 2025, the Council found that the TBTDT Project is categorically exempt from review under the California Environmental Quality Act, pursuant to Section 15301(c) – Existing Facilities; and on December 17, 2024, the Council adopted the Mitigated Negative Declaration and the Mitigation Monitoring Program, and approved the VCAT Project, thereby satisfying the CEQA requirements.

Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Reso. 2025-034 - 4.11(b) Projects List Funded by SB1
C-11348 - Utility Agreement - PG&E - for VCAT Utility Pole Relocation 5068(061) Turtle Bay to Downtown Program Supplement
Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap Completion Project 11-18-25
Previous Internal Communication 04-29-26, TBTDT Project Addtnl City Manager Authority Transfer
Packet Pg. 299
RESOLUTION NO. 2025-034

A RESOLUTION OF THE CITY OF REDDING ADOPTING THE LIST OF PROJECTS FOR FISCAL YEAR 2025-26 FUNDED BY SB 1: THE ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017
WHEREAS, Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and Signed into law by the Governor in April 2017 in order to address the significant multi-modal transportation funding shortfalls statewide; and
WHEREAS, SB 1 includes accountability and transparency provisions that will ensure the residents of the City of Redding (City) are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and WHEREAS, the City must include a list of all projects (Attachment A) proposed to receive funding from the Road Maintenance and Rehabilitation Account (RMRA), created by SB 1, in the City budget, which must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and
WHEREAS, the City, will receive an estimated $2,459,594 in RMRA funding in Fiscal Year 2025-26 from SB 1; and
WHEREAS, this is the ninth year in which the City is receiving SB 1 funding and will enable the City to continue essential road maintenance and rehabilitation projects, safety improvements, increasing access and mobility options for the traveling public that would not have otherwise been possible without SB1; and
WHEREAS, the City has undergone a public process to ensure public input into our community’s project list; and
WHEREAS, the City used a Pavement Management System to develop portions of the SB 1 project list to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the community’s priorities for transportation investment; and WHEREAS, the funding from SB 1 will help the City maintain and rehabilitate streets and roads and add active transportation infrastructure throughout the City this year and numerous similar projects into the future; and
WHEREAS, the SB 1 project list and overall investment in our local streets and roads infrastructure with a focus on basic maintenance and safety, investing in complete streets infrastructure, and using cutting-edge technology, materials and practices, will have significant positive co-benefits statewide;
Packet Pg. 300 Attachment: Reso. 2025-034 - 4.11(b) Projects List Funded by SB1 (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & NOW THEREFORE, BE IT RESOLVED THAT the City Council of the City of Redding, County of Shasta, State of California, accepts the proposed projects which will utilize Fiscal Year 2025-26 Road Maintenance and Rehabilitation revenues in their delivery. With the listing of these projects in the adopted fiscal year resolution, the City is reaffirming to the public and the State our intent to fund these projects with Road Maintenance and Rehabilitation Account revenues List of Projects (Attachment A) funded by SB 1, the Road Maintenance and Rehabilitation Account for Fiscal Year 2025-26.

I HEREBY CERTIFY that the foregoing resolution was introduced at a regular meeting of the City Council of the City of Redding on the 20th day of May, 2025, and was duly adopted at said meeting by the following vote:

AYES: COUNCIL MEMBERS: - Audette, Dhanuaka, Littau, Resner, Munns NOES: COUNCIL MEMBERS: - None
ABSENT: COUNCIL MEMBERS: - None
ABSTAIN: COUNCIL MEMBERS: - None
/s/ Jack Munns
JACK MUNNS, Mayor
ATTEST: FORM APPROVED:
/s/ Sharlene Tipton /s/ Christian M. Curtis
SHARLENE TIPTON, City Clerk CHRISTIAN M. CURTIS, City Attorney Packet Pg. 301 Attachment: Reso. 2025-034 - 4.11(b) Projects List Funded by SB1 (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & Packet Pg. 302 Attachment: Reso. 2025-034 - 4.11(b) Projects List Funded by SB1 (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & Packet Pg. 303
Attachment: C-11348 - Utility Agreement - PG&E - for VCAT Utility Pole Relocation (4.11(e)--Approve Project Budget Increase for Turtle Bay to Packet Pg. 304
Attachment: C-11348 - Utility Agreement - PG&E - for VCAT Utility Pole Relocation (4.11(e)--Approve Project Budget Increase for Turtle Bay to Packet Pg. 305
Attachment: C-11348 - Utility Agreement - PG&E - for VCAT Utility Pole Relocation (4.11(e)--Approve Project Budget Increase for Turtle Bay to Packet Pg. 306
Attachment: C-11348 - Utility Agreement - PG&E - for VCAT Utility Pole Relocation (4.11(e)--Approve Project Budget Increase for Turtle Bay to Packet Pg. 307
Attachment: C-11348 - Utility Agreement - PG&E - for VCAT Utility Pole Relocation (4.11(e)--Approve Project Budget Increase for Turtle Bay to Packet Pg. 308
Attachment: 5068(061) Turtle Bay to Downtown Program Supplement (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & Packet Pg. 309
Attachment: 5068(061) Turtle Bay to Downtown Program Supplement (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & Packet Pg. 310
Attachment: 5068(061) Turtle Bay to Downtown Program Supplement (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & Packet Pg. 311
Attachment: 5068(061) Turtle Bay to Downtown Program Supplement (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown & Packet Pg. 312
Attachment: 5068(061) Turtle Bay to Downtown Program Supplement (4.11(e)--Approve Project Budget Increase for Turtle Bay to Downtown &

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to Bid Schedule No. 5628, Turtle Bay to Downtown Gap Completion Project:
(1) Reject the apparent low bid by Sunrise Excavating as nonresponsive, and award the project to the second lowest bidder S.T. Rhoades Construction Inc. in the amount of $1,797,056;
(2) Approve an additional $230,000 to cover the cost of administration and inspection fees; (3) Approve $585,200 for project development costs;
(4) Approve $179,800 to provide construction contingency funding; (5) Authorize the City Manager, or designee, to approve additional increases in either the construction management or construction contingency amounts up to a total of $75,000; and
(6) Find that the project is categorically exempt from review under the California Environmental Quality Act, pursuant to Section 15301(c) – Existing Facilities.

Fiscal Impact
The Turtle Bay to Downtown Gap Completion Project (Project) is being funded by three sources:
(1) State Transportation Improvement Program (STIP) funds in the amount of $1,270,000; (2) State of California Active Transportation Program (ATP) funds in the amount of $2,665,000; and (3) Streets funds in the amount of $100,000 for a total available of $4,035,000. The estimated cost of the project is $2,867,056. However, due to the City’s ability to complete the preliminary engineering phase significantly below the original estimated budget, the excess funds for that phase were returned to the State leaving a new available amount of $3,225,143.

MEETING DATE: November 18, 2025
ITEM NO. 4.11(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(a)--Award Bid Schedule No. 5628 Turtle Bay to Downtown Gap Completion Project
Michael Webb, Public Works
Director

APPROVED
Packet Pg. 313 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap Completion Project 11-18-25 (4.11(e)-- Report to Redding City Council November 11, 2025
Re: 4.11(a)--Award BS No. 5628 Turtle Bay to Downtown Gap Completion Project Page 2 Cost Summary
Item Estimated
Project Development Costs $ 585,200
Construction Contract + Contingency $1,976,856
Contract Administration, Inspection, Testing $ 230,000
Additional City Manager Authority $ 75,000
Total Project Costs $2,867,056
Project Budget $3,225,143
Project cost components are estimates and allowable shifting of the project development, construction, construction management, and construction contingency funds may be necessary to balance the project within the approved budget.

Alternative Action
The City Council (Council) may choose not to award the bid for the project and provide staff with alternate direction. If the project is not awarded, connection between Turtle Bay Park and the River Trail with Downtown will not be complete. In addition, if the project is not awarded, the City of Redding (City) would be at risk of losing state funding due to grant requirements for project delivery.

Background/Analysis
Attached is a project tabulation of bids received and opened on September 18, 2025. The low bid in the amount of $1,734,190.51 was received from Sunrise Excavating (Sunrise) of Redding, California. After evaluating the apparent low bidder’s proposal, staff has deemed Sunrise’s bid is nonresponsive and recommends award to the second low bidder, S.T. Rhoades Construction Inc., in the amount of $1,797,056. The engineer’s estimate was $2,300,000. Total project development costs for this project are estimated to be $585,200. Project development costs include engineering, surveying, right-of-way, environmental, and consultant services.

During the City’s review of the apparent low bidder’s proposal, a bid advisory letter was received from Norcal Construction Industry Compliance (NCIC) on October 6, 2025 alleging that the apparent low bidder’s (Sunrise Excavating) proposal was nonresponsive because it did not list the percentage of work but instead the decimal format for work subcontractors would perform on each bid item. Sunrise provided clarification for how their subcontractor’s portions of work were calculated. The bid proposal requires all bidders to submit a list of subcontractors and the percentage of each bid item the subcontractors will perform. Through standard staff bid review and consultation with the City Attorney’s office, it was found that Sunrise’s total percentages listed for subcontracted work totaled 62 percent. Per the standard specifications, Section 3 - Control of the Work, 3-2 Self Performance, the prime must perform at least 50 percent of the work. Since Sunrise’s bid did not meet the 50 percent self-performance requirement, it was determined that their bid was nonresponsive. It should be noted that a nonresponsive bid is not a reflection of the contractor’s ability to perform the work nor does it reflect the quality of work or the ability to bid on future public works projects.

The project will construct improvements along Sundial Bridge Drive from the intersection of Butte Street, north to the Turtle Bay Parking lot and along the Turtle Bay Parking lot to Sundial

APPROVED
Packet Pg. 314 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap Completion Project 11-18-25 (4.11(e)-- Report to Redding City Council November 11, 2025
Re: 4.11(a)--Award BS No. 5628 Turtle Bay to Downtown Gap Completion Project Page 3 Bridge Drive. Improvements include the construction of a shared-use path, a raised intersection with curb extensions, raised crosswalks, pedestrian lighting, curb ramps, striping, landscaping, and other miscellaneous items of work.

It is anticipated that the project will be completed in Summer 2026.

Environmental Review
Staff has determined that the project is categorically exempt from environmental review under California Environmental Quality Act Guidelines Section 15301(c) - Existing Facilities. Class 1 exemptions include minor alteration of existing public or private structures, facilities, or topographical features involving negligible or no expansion of use. The project will be constructed on existing streets and facilities and involves negligible expansion of use. The project will not add new vehicle travel lanes. The project has been reviewed for sensitive resources and will not have a significant effect on biological or cultural resources such as threatened or endangered species or their habitats, sensitive vegetation communities, tribal lands, or tribal cultural resources. There are no active hazardous waste sites within the project limits.

The project has no potential to have significant effect on the environment.

Council Priority/City Manager Goals
This agenda item is a routine operational item.

Attachments
^Location Map
^Bid Tab
^NOE Turtle Bay To Downtown_2025

APPROVED
Packet Pg. 315 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap Completion Project 11-18-25 (4.11(e)--

APPROVED
Packet Pg. 316 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap Completion Project 11-18-25 (4.11(e)-- BID TABULATION FOR:

Turtle Bay to Downtown Gap Completion Project
Bid Schedule No.: 5628

ENGINEER'S EST

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL 1 Prepare Storm Water Pollution
Prevention Plan LS 1 $5,000.00 $5,000.00 $2,625.00 $2,625.00 $2,500.00 $2,500.00 2 Implement Storm Water Pollution
Prevention Plan LS 1 $30,000.00 $30,000.00 $2,362.00 $2,362.00 $6,500.00 $6,500.00 3 SWPPP Action Based
Requirements (SWPPP ABR) LS 1 $5,000.00 $5,000.00 $1,000.00 $1,000.00 $4,000.00 $4,000.00 4 Traffic Control LS 1 $200,000.00 $200,000.00 $142,000.00 $142,000.00 $287,000.25 $287,000.25 5 Construction Area Signs EA 5 $600.00 $3,000.00 $388.00 $1,940.00 $370.00 $1,850.00 6 Project Funding Sign EA 1 $2,000.00 $2,000.00 $1,575.00 $1,575.00 $1,500.00 $1,500.00 7(F) Excavation (Unclassified) CY 695 $175.00 $121,625.00 $246.00 $170,970.00 $165.00 $114,675.00 8 Clearing and Grubbing LS 1 $80,000.00 $80,000.00 $68,000.00 $68,000.00 $20,000.00 $20,000.00 9 Biologist LS 1 $3,000.00 $3,000.00 $2,625.00 $2,625.00 $1,800.00 $1,800.00 10 Remove Asphalt Concrete SF 3150 $5.00 $15,750.00 $15.00 $47,250.00 $9.40 $29,610.00 11 Remove Concrete SF 3805 $7.50 $28,537.50 $15.00 $57,075.00 $8.00 $30,440.00 12 Curb and Gutter (6") LF 715 $75.00 $53,625.00 $90.40 $64,636.00 $130.00 $92,950.00 13 Concrete Curb (6") LF 150 $50.00 $7,500.00 $86.00 $12,900.00 $50.00 $7,500.00 14 Concrete Curb (B1-4) LF 95 $45.00 $4,275.00 $337.00 $32,015.00 $150.00 $14,250.00 15 Rolled Curb and Gutter LF 80 $55.00 $4,400.00 $90.40 $7,232.00 $130.00 $10,400.00 16 Concrete Flush Curb LF 146 $75.00 $10,950.00 $46.00 $6,716.00 $110.00 $16,060.00 17 Sidewalk (4" PCC) SF 18210 $25.00 $455,250.00 $16.50 $300,465.00 $15.00 $273,150.00 18 Sidewalk (8" PCC) SF 675 $45.00 $30,375.00 $20.75 $14,006.25 $45.00 $30,375.00 19 Concrete Curb Ramp SF 1142 $100.00 $114,200.00 $29.25 $33,403.50 $25.00 $28,550.00 20 Concrete (4" Deco) SF 1130 $45.00 $50,850.00 $23.00 $25,990.00 $27.00 $30,510.00 21 Detectable Warning Surface (Rust
Color) SF 385 $65.00 $25,025.00 $80.00 $30,800.00 $42.00 $16,170.00 22 Concrete (Roadway) SF 3185 $25.00 $79,625.00 $38.00 $121,030.00 $41.50 $132,177.50 23 Asphalt Concrete TON 229 $200.00 $45,800.00 $227.00 $51,983.00 $300.00 $68,700.00 24(F) Aggregate Base (Class 2) CY 60 $125.00 $7,500.00 $133.00 $7,980.00 $290.00 $17,400.00 25 Traffic Stripe (4" Thermoplastic) LF 177 $14.00 $2,478.00 $26.00 $4,602.00 $3.00 $531.00 26 Traffic Stripe (6" Thermoplastic) LF 5871 $5.00 $29,355.00 $2.36 $13,855.56 $2.25 $13,209.75 27 Traffic Stripe (8" Thermoplastic) LF 565 $8.00 $4,520.00 $5.51 $3,113.15 $4.50 $2,542.50 28 Pavement Marking (Thermoplastic) SF 4956 $15.00 $74,340.00 $11.55 $57,241.80 $7.50 $37,170.00 29 Pavement Markers EA 365 $15.00 $5,475.00 $15.75 $5,748.75 $6.00 $2,190.00 30 Remove Traffic Stripe
(Thermoplastic) LF 6000 $2.00 $12,000.00 $1.15 $6,900.00 $2.00 $12,000.00 Sunrise Excavating
S. T. Rhoades
Construction, Inc

APPROVED
Packet Pg. 317 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap BID TABULATION FOR:

Turtle Bay to Downtown Gap Completion Project
Bid Schedule No.: 5628

ENGINEER'S EST

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL Sunrise Excavating
S. T. Rhoades
Construction, Inc
31 Remove Pavement Marking
(Thermoplastic) SF 840 $10.00 $8,400.00 $4.20 $3,528.00 $8.50 $7,140.00 32 Remove Sign EA 12 $175.00 $2,100.00 $57.00 $684.00 $51.50 $618.00 33 Install Sign EA 59 $550.00 $32,450.00 $400.00 $23,600.00 $375.00 $22,125.00 34 LED Pedestrian Light (10 foot with
luminaire) EA 12 $10,000.00 $120,000.00 $6,300.00 $75,600.00 $6,000.00 $72,000.00 35 LED Pedestrian Light (12 foot with
luminaire) EA 6 $10,000.00 $60,000.00 $6,300.00 $37,800.00 $6,000.00 $36,000.00 36 Street light (35' Standard &
Luminaire) EA 1 $20,000.00 $20,000.00 $8,925.00 $8,925.00 $8,500.00 $8,500.00 37 Conductor (#12) LF 625 $25.00 $15,625.00 $4.20 $2,625.00 $4.00 $2,500.00 38 Conductor (#6) LF 700 $25.00 $17,500.00 $5.25 $3,675.00 $5.00 $3,500.00 39 Conductor (4/O) LF 10 $15.00 $150.00 $105.00 $1,050.00 $100.00 $1,000.00 40 Conduit (1" PVC) LF 625 $120.00 $75,000.00 $18.90 $11,812.50 $59.00 $36,875.00 41 Conduit (2" PVC) LF 700 $120.00 $84,000.00 $26.25 $18,375.00 $82.00 $57,400.00 42 Pullbox (2E) EA 5 $2,500.00 $12,500.00 $2,100.00 $10,500.00 $2,000.00 $10,000.00 43 Pullbox (3E) EA 2 $3,500.00 $7,000.00 $2,600.00 $5,200.00 $2,500.00 $5,000.00 44 Electric Service Panel EA 1 $12,000.00 $12,000.00 $10,500.00 $10,500.00 $10,000.00 $10,000.00 45 Signal Modifications LS 1 $30,000.00 $30,000.00 $73,500.00 $73,500.00 $70,000.00 $70,000.00 46 Remove Flexible Bollard EA 7 $450.00 $3,150.00 $1,000.00 $7,000.00 $50.00 $350.00 47 Landscaping and Irrigation LS 1 $50,000.00 $50,000.00 $108,000.00 $108,000.00 $78,987.00 $78,987.00 48 Replace Catch Basin Lid EA 2 $15,000.00 $30,000.00 $2,800.00 $5,600.00 $6,500.00 $13,000.00 49 Slot Drain LF 27 $125.00 $3,375.00 $188.00 $5,076.00 $250.00 $6,750.00 50 Trench Drain LF 90 $500.00 $45,000.00 $200.00 $18,000.00 $475.00 $42,750.00 51 Replace Water Meter Box EA 3 $5,000.00 $15,000.00 $450.00 $1,350.00 $450.00 $1,350.00 52 Adjust Utility Box EA 5 $1,500.00 $7,500.00 $750.00 $3,750.00 $1,100.00 $5,500.00 TOTAL - CONTRACT ITEMS $2,162,205.50 $1,734,190.51 $1,797,056.00

APPROVED
Packet Pg. 318 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap BID TABULATION FOR:

Turtle Bay to Downtown Gap Completion Project
Bid Schedule No.: 5628

ITEM DESCRIPTION UNIT QTY
1 Prepare Storm Water Pollution
Prevention Plan LS 1
2 Implement Storm Water Pollution
Prevention Plan LS 1
3 SWPPP Action Based
Requirements (SWPPP ABR) LS 1
4 Traffic Control LS 1
5 Construction Area Signs EA 5
6 Project Funding Sign EA 1
7(F) Excavation (Unclassified) CY 695
8 Clearing and Grubbing LS 1
9 Biologist LS 1
10 Remove Asphalt Concrete SF 3150
11 Remove Concrete SF 3805
12 Curb and Gutter (6") LF 715
13 Concrete Curb (6") LF 150
14 Concrete Curb (B1-4) LF 95
15 Rolled Curb and Gutter LF 80
16 Concrete Flush Curb LF 146
17 Sidewalk (4" PCC) SF 18210
18 Sidewalk (8" PCC) SF 675
19 Concrete Curb Ramp SF 1142
20 Concrete (4" Deco) SF 1130
21 Detectable Warning Surface (Rust
Color) SF 385
22 Concrete (Roadway) SF 3185
23 Asphalt Concrete TON 229
24(F) Aggregate Base (Class 2) CY 60
25 Traffic Stripe (4" Thermoplastic) LF 177
26 Traffic Stripe (6" Thermoplastic) LF 5871
27 Traffic Stripe (8" Thermoplastic) LF 565
28 Pavement Marking (Thermoplastic) SF 4956
29 Pavement Markers EA 365
30 Remove Traffic Stripe
(Thermoplastic) LF 6000

PRICE TOTAL PRICE TOTAL PRICE TOTAL
$892.00 $892.00 $3,634.40 $3,634.40 $5,500.00 $5,500.00 $33,002.00 $33,002.00 $22,245.00 $22,245.00 $10,000.00 $10,000.00 $10,641.00 $10,641.00 $4,840.00 $4,840.00 $25,000.00 $25,000.00 $248,968.00 $248,968.00 $302,016.00 $302,016.00 $100,000.00 $100,000.00 $370.00 $1,850.00 $363.00 $1,815.00 $530.00 $2,650.00
$1,500.00 $1,500.00 $1,210.00 $1,210.00 $3,000.00 $3,000.00 $93.00 $64,635.00 $81.00 $56,295.00 $164.00 $113,980.00 $26,288.00 $26,288.00 $31,888.00 $31,888.00 $48,500.00 $48,500.00 $10,710.00 $10,710.00 $6,655.00 $6,655.00 $7,500.00 $7,500.00 $6.00 $18,900.00 $8.21 $25,861.50 $3.25 $10,237.50
$13.00 $49,465.00 $7.60 $28,918.00 $13.50 $51,367.50
$75.00 $53,625.00 $138.00 $98,670.00 $131.00 $93,665.00 $74.00 $11,100.00 $91.00 $13,650.00 $65.00 $9,750.00
$340.00 $32,300.00 $104.00 $9,880.00 $100.00 $9,500.00
$145.00 $11,600.00 $139.00 $11,120.00 $110.00 $8,800.00 $56.00 $8,176.00 $100.00 $14,600.00 $63.00 $9,198.00
$18.00 $327,780.00 $18.00 $327,780.00 $28.50 $518,985.00 $59.00 $39,825.00 $55.00 $37,125.00 $35.00 $23,625.00
$36.00 $41,112.00 $96.00 $109,632.00 $38.00 $43,396.00
$37.00 $41,810.00 $39.00 $44,070.00 $48.00 $54,240.00
$146.00 $56,210.00 $52.00 $20,020.00 $60.00 $23,100.00
$27.00 $85,995.00 $38.00 $121,030.00 $43.00 $136,955.00 $227.00 $51,983.00 $509.00 $116,561.00 $700.00 $160,300.00 $237.00 $14,220.00 $311.00 $18,660.00 $300.00 $18,000.00 $25.00 $4,425.00 $4.00 $708.00 $31.00 $5,487.00
$3.00 $17,613.00 $2.72 $15,969.12 $2.75 $16,145.25
$6.00 $3,390.00 $5.50 $3,107.50 $7.50 $4,237.50
$11.00 $54,516.00 $9.08 $45,000.48 $13.25 $65,667.00
$15.00 $5,475.00 $8.00 $2,920.00 $19.50 $7,117.50
$1.10 $6,600.00 $2.42 $14,520.00 $1.50 $9,000.00
J. F.Shea Construction, Inc Axner Excavating Inc. Snl Group, Inc

APPROVED
Packet Pg. 319 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap BID TABULATION FOR:

Turtle Bay to Downtown Gap Completion Project
Bid Schedule No.: 5628

ITEM DESCRIPTION UNIT QTY
31 Remove Pavement Marking
(Thermoplastic) SF 840
32 Remove Sign EA 12
33 Install Sign EA 59
34 LED Pedestrian Light (10 foot with
luminaire) EA 12
35 LED Pedestrian Light (12 foot with
luminaire) EA 6
36 Street light (35' Standard &
Luminaire) EA 1
37 Conductor (#12) LF 625
38 Conductor (#6) LF 700
39 Conductor (4/O) LF 10
40 Conduit (1" PVC) LF 625
41 Conduit (2" PVC) LF 700
42 Pullbox (2E) EA 5
43 Pullbox (3E) EA 2
44 Electric Service Panel EA 1
45 Signal Modifications LS 1
46 Remove Flexible Bollard EA 7
47 Landscaping and Irrigation LS 1
48 Replace Catch Basin Lid EA 2
49 Slot Drain LF 27
50 Trench Drain LF 90
51 Replace Water Meter Box EA 3
52 Adjust Utility Box EA 5

TOTAL - CONTRACT ITEMS

PRICE TOTAL PRICE TOTAL PRICE TOTAL
J. F.Shea Construction, Inc Axner Excavating Inc. Snl Group, Inc $4.00 $3,360.00 $11.00 $9,240.00 $6.25 $5,250.00
$51.50 $618.00 $242.00 $2,904.00 $314.00 $3,768.00
$375.00 $22,125.00 $484.00 $28,556.00 $375.00 $22,125.00 $8,291.00 $99,492.00 $5,414.00 $64,968.00 $7,500.00 $90,000.00 $10,588.00 $63,528.00 $5,350.00 $32,100.00 $7,800.00 $46,800.00 $10,593.00 $10,593.00 $6,002.00 $6,002.00 $8,500.00 $8,500.00 $4.00 $2,500.00 $5.00 $3,125.00 $6.50 $4,062.50
$5.00 $3,500.00 $4.00 $2,800.00 $12.00 $8,400.00
$100.00 $1,000.00 $256.00 $2,560.00 $150.00 $1,500.00
$48.00 $30,000.00 $74.00 $46,250.00 $60.00 $37,500.00
$61.00 $42,700.00 $85.00 $59,500.00 $70.00 $49,000.00
$2,400.00 $12,000.00 $2,671.00 $13,355.00 $3,250.00 $16,250.00 $2,500.00 $5,000.00 $5,331.00 $10,662.00 $11,000.00 $22,000.00 $10,000.00 $10,000.00 $16,346.00 $16,346.00 $20,000.00 $20,000.00 $70,000.00 $70,000.00 $68,924.00 $68,924.00 $80,000.00 $80,000.00 $336.00 $2,352.00 $455.00 $3,185.00 $950.00 $6,650.00
$78,987.00 $78,987.00 $124,658.00 $124,658.00 $118,850.00 $118,850.00 $4,373.00 $8,746.00 $2,396.00 $4,792.00 $4,450.00 $8,900.00 $317.00 $8,559.00 $371.00 $10,017.00 $500.00 $13,500.00 $295.00 $26,550.00 $603.00 $54,270.00 $350.00 $31,500.00 $1,349.00 $4,047.00 $2,207.00 $6,621.00 $1,300.00 $3,900.00 $860.00 $4,300.00 $1,928.00 $9,640.00 $1,300.00 $6,500.00 $1,844,563.00 $2,090,876.00 $2,199,858.75

APPROVED
Packet Pg. 320 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap BID TABULATION FOR:

Turtle Bay to Downtown Gap Completion Project
Bid Schedule No.: 5628
ITEM DESCRIPTION UNIT QTY 1
Prepare Storm Water Pollution
Prevention Plan LS
1 2
Implement Storm Water Pollution
Prevention Plan LS
1 3
SWPPP Action Based
Requirements (SWPPP ABR) LS
1 4 Traffic Control LS
1 5 Construction Area Signs EA5
6 Project Funding Sign EA1
7(F) Excavation (Unclassified) CY 695 8 Clearing and Grubbing LS 1 9 Biologist LS 1 10 Remove Asphalt Concrete SF 3150
11 Remove Concrete SF 3805
12 Curb and Gutter (6") LF 715
13 Concrete Curb (6") LF 150
14 Concrete Curb (B1-4) LF 95
15 Rolled Curb and Gutter LF 80
16 Concrete Flush Curb LF 146
17 Sidewalk (4" PCC) SF 18210
18 Sidewalk (8" PCC) SF 675
19 Concrete Curb Ramp SF 1142
20 Concrete (4" Deco) SF 1130
21 Detectable Warning Surface (Rust
Color) SF 385
22 Concrete (Roadway) SF 3185
23 Asphalt Concrete TON 229
24(F) Aggregate Base (Class 2) CY 60
25 Traffic Stripe (4" Thermoplastic) LF 177
26 Traffic Stripe (6" Thermoplastic) LF 5871
27 Traffic Stripe (8" Thermoplastic) LF 565
28 Pavement Marking (Thermoplastic) SF 4956
29 Pavement Markers EA 365
30 Remove Traffic Stripe
(Thermoplastic) LF 6000

AVERAGE
PRICE
$3,030.28
$14,821.80
$9,096.20
$215,996.85
$404.20
$1,757.00
$149.80
$38,935.20
$5,858.00
$8.37
$11.42
$112.88
$73.20
$206.20
$122.88
$75.00
$19.20
$42.95
$44.85
$34.80
$76.00
$37.50
$392.60
$254.20
$17.80
$2.62
$5.80
$10.48
$12.85
$1.63

APPROVED
Packet Pg. 321 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap BID TABULATION FOR:

Turtle Bay to Downtown Gap Completion Project
Bid Schedule No.: 5628

ITEM DESCRIPTION UNIT QTY
31 Remove Pavement Marking
(Thermoplastic) SF 840
32 Remove Sign EA 12
33 Install Sign EA 59
34 LED Pedestrian Light (10 foot with
luminaire) EA 12
35 LED Pedestrian Light (12 foot with
luminaire) EA
6 36
Street light (35' Standard &
Luminaire) EA
1 37 Conductor (#12) LF 625
38 Conductor (#6) LF 700
39 Conductor (4/O) LF 10
40 Conduit (1" PVC) LF 625
41 Conduit (2" PVC) LF 700
42 Pullbox (2E) EA5
43 Pullbox (3E) EA2
44 Electric Service Panel EA1
45 Signal Modifications LS1
46 Remove Flexible Bollard EA7
47 Landscaping and Irrigation LS1
48 Replace Catch Basin Lid EA2
49 Slot Drain LF 27
50 Trench Drain LF 90
51 Replace Water Meter Box EA3
52 Adjust Utility Box EA5

TOTAL - CONTRACT ITEMS

AVERAGE
PRICE
$6.79
$143.20
$401.80
$6,701.00
$7,207.60
$8,504.00
$4.74
$6.25
$142.20
$51.98
$64.85
$2,484.20
$4,786.20
$13,369.20
$72,484.80
$558.20
$101,896.40
$4,103.80
$325.20
$384.60
$1,151.20
$1,187.60
$1,933,308.85

APPROVED
Packet Pg. 322 Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap APPROVED Packet Pg. 323
Attachment: Previous Staff Report - Item no. 4.11(a), Award BS 5628, Turtle Bay to Downtown Gap Completion Project 11-18-25 (4.11(e)-- Packet Pg. 324
Attachment: Previous Internal Communication 04-29-26, TBTDT Project Addtnl City Manager Authority Transfer (4.11(e)--Approve Project

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to Bid Schedule No. 5690, Caldwell Park Expansion Project:
(1) Award the project to the lowest bidder, S.T. Rhoades Construction, Inc., in the amount of $4,372,117.50;
(2) Approve an additional $269,675 to cover the cost of administration and inspection fees; (3) Approve $619,000 for project development costs;
(4) Approve $437,000 to provide construction contingency funding; and (5) Authorize the City Manager, or designee, to approve additional increases in either the construction management or construction contingency amounts up to a total of $80,000.

Fiscal Impact
The Caldwell Park Expansion Project (Project) is funded through multiple sources, including: (1) the Proposition 68 Statewide Park Development Program Grant in the amount of $5,230,064; (2) Community Services Department Pacific Gas and Tree Mitigation Funds in the amount of $24,764; (3) Caldwell Parking Lot Reserved Funds in the amount of $6,600; (4) Aquatic Center Improvement Funds totaling $59,672; (5) Public Works Water Utility Funds in the amount of $250,000; (6) Cell Tower Funds, $206,692.50; for a total of $5,777,792.50. This project leverages unexpended, prior-year funding to meet the financial obligation stated herein. Full project funding is contingent upon approval of administrative carryover requests pursuant to Council Policy 409.

Project cost components are estimated, and some shifting of the funds may be necessary to balance the project within the approved project budget.

MEETING DATE: August 18, 2026
ITEM NO. 4.11(f)
FROM:
***APPROVED BY***
[email protected]
[email protected]
SUBJECT: 4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project Michael Webb, Interim City
Manager/Public Works
Director
Packet Pg. 325
Report to Redding City Council August 12, 2026
Re: 4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project Page 2 Cost Summary
Item Estimated
Project Development Costs $619,000.00
Construction Contract + Contingency $4,809,117.50
Contract Administration, Inspection, Testing $269,675.00 Additional City Manager Authority $80,000.00
Total Project Costs $5,777,792.50
Project Budget $5,777,792.50
Alternative Action
The City Council (Council) may choose not to award the bid for the project and provide staff with alternate direction. If the project is not awarded, then the project completion deadline of 2028 will not be met, and the City may be required to refund the State’s money that has been received to date.

Background/Analysis
Attached is a project tabulation of bids received and opened on July 9, 2026. The low bid in the amount of $4,372,117.50 was received from S.T. Rhoades Construction, Inc. of Redding, California. The engineer’s estimate was $4,954,845. Total project development costs for this project were estimated to be $619,000. Project development costs include engineering, surveying, right-of-way, environmental, and consultant services.

California Proposition 68 - the Drought, Water Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018 funds the majority of the Caldwell Park Expansion Project. The project includes improvements to Caldwell Park and an expansion into the City-owned open space area east of Market Street. To date, staff has completed several phases of the project, including planning, environmental review, design, permitting, and bid preparation. In addition, the City completed the design and construction of the skate park expansion (excluding the planned lighting improvements), commissioned and installed a public art piece, and procured exercise equipment for future installation. These efforts have utilized approximately $2.124 million of the original $6.7 million project budget and have positioned the project at its final construction phase, which will complete the remaining grant-funded improvements and the 2028 grant deadline.

This final phase of project includes asphalt repairs and replacement in select parking lot areas near the Aquatic Center; demolition and replacement of a restroom facility; construction of a bike park and plaza along with associated parking area improvements; lighting for the new skate park, a portion of the Sacramento River Trail and the bike park plaza; as well as installation of fitness equipment, landscaping and other associated improvements.

The project addresses some critical maintenance needs for parking lots, restrooms and irrigation.

The ongoing maintenance for the bike park is performed through a Memorandum of Understanding with the Redding Trail Alliance. Any remaining tasks will be absorbed into current duties for Parks staff as the reduction of maintenance items and areas balances with the introduction of new areas. Balancing the maintenance burden is accomplished by introducing hardscape to landscaped or natural areas, fixing asphalt and concrete, replacing aged irrigation, and replacing a restroom building, all of which are large contributors to the maintenance needs of Caldwell Park.

Packet Pg. 326
Report to Redding City Council August 12, 2026
Re: 4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project Page 3 Environmental Review
This action is not a project as defined by the California Environmental Quality Act (CEQA). On November 26, 2019, the Redding Planning Commission approved Use Permit Application UP201-01782 and adopted the Mitigated Negative Declaration for the project, thereby satisfying the requirements of CEQA. No further action is required.

Council Priority/City Manager Goals
This agenda item is a routine operational item.

Attachments
Location Map
Bid Tabulation
Previous Staff Report 11-26-19_RPC
Previous Staff Report: July 16, 2019 4.6(a)
Previous Staff Report: October 17, 2023 9.6(b)
Packet Pg. 327

CITY OF REDDING

LOCATION MAP

EXHIBIT A

PUBLIC WORKS CALDWELL PARK EXPANSION PROJECT

DEPARTMENT

TRAVELED WAY

RIVERSIDE DR

MARKET STTRINITY ST

DELTA ST

BENTON DR

N MARKET ST

QUARTZ HILL RD

SACRAMENTO RIVER

CALDWELL PARK
Packet Pg. 328 Attachment: Location Map (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) BID TABULATION FOR:

CALDWELL PARK EXPANSION PROJECT
Bid Schedule No.: 5690

ENGINEER'S EST
7/9/2026 UNIT UNIT UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL 1 Mobilization LS 1 $200,000.00 $200,000.00 $400,000.00 $400,000.00 $400,000.00 $400,000.00 2 Staking & Layout LS 1 $80,000.00 $80,000.00 $35,000.00 $35,000.00 $30,000.00 $30,000.00 3 Project Demolition LS 1 $350,000.00 $350,000.00 $235,000.00 $235,000.00 $80,000.00 $80,000.00 4 Traffic Control LS 1 $20,000.00 $20,000.00 $150,000.00 $150,000.00 $40,000.00 $40,000.00 5 Trench Drain LF 46 $120.00 $5,520.00 $450.00 $20,700.00 $520.00 $23,920.00 6 Dry Wells EA 21 $2,500.00 $52,500.00 $2,980.00 $62,580.00 $4,500.00 $94,500.00 7 Prepare Storm Water Pollution
Prevention Plan LS 1 $20,000.00 $20,000.00 $5,000.00 $5,000.00 $20,000.00 $20,000.00 8 Implement Storm Water
Pollution Prevention Plan LS 1 $30,000.00 $30,000.00 $25,000.00 $25,000.00 $15,000.00 $15,000.00 9 Water (2") LF 330 $100.00 $33,000.00 $53.00 $17,490.00 $300.00 $99,000.00 10 Water (1") LF 600 $60.00 $36,000.00 $53.00 $31,800.00 $200.00 $120,000.00 11 Sanitary Sewer (4") LF 90 $100.00 $9,000.00 $130.00 $11,700.00 $400.00 $36,000.00 12 Water Pipe Sleeves LF 100 $20.00 $2,000.00 $10.00 $1,000.00 $250.00 $25,000.00 13 Reduced Pressure Principal
Backflow Preventor EA 1 $5,000.00 $5,000.00 $7,900.00 $7,900.00 $15,000.00 $15,000.00 14 Ball Valve EA 1 $500.00 $500.00 $650.00 $650.00 $2,000.00 $2,000.00 15 Site Lighting & Electrical LS 1 $1,900,000.00 $1,900,000.00 $1,100,000.00 $1,100,000.00 $1,200,000.00 $1,200,000.00 16 Site Grading LS 1 $50,000.00 $50,000.00 $248,000.00 $248,000.00 $80,000.00 $80,000.00 17 Bike Park Rough Grading LS 1 $100,000.00 $100,000.00 $150,000.00 $150,000.00 $80,000.00 $80,000.00 18 Sidewalk SF 15280 $25.00 $382,000.00 $15.25 $233,020.00 $18.00 $275,040.00 19 Concrete Curb LF 1600 $100.00 $160,000.00 $65.00 $104,000.00 $64.00 $102,400.00 20 Concrete Curb Ramp EA 4 $3,000.00 $12,000.00 $5,000.00 $20,000.00 $2,500.00 $10,000.00 21 Concrete Mowband LF 360 $100.00 $36,000.00 $50.00 $18,000.00 $90.00 $32,400.00 22 Play Ramp EA 1 $5,000.00 $5,000.00 $2,500.00 $2,500.00 $2,200.00 $2,200.00 23 Play Curb LF 112 $100.00 $11,200.00 $50.00 $5,600.00 $240.00 $26,880.00 24 Crushed Granite Paving SF 790 $15.00 $11,850.00 $9.50 $7,505.00 $25.00 $19,750.00 25 Asphalt Replacement, Full Depth TON 200 $175.00 $35,000.00 $800.00 $160,000.00 $500.00 $100,000.00 26 Asphalt Overlay TON 600 $175.00 $105,000.00 $200.00 $120,000.00 $400.00 $240,000.00 27 Asphalt Curb LF 520 $40.00 $20,800.00 $20.00 $10,400.00 $35.00 $18,200.00 28 Asphalt Plug SF 2800 $15.00 $42,000.00 $18.00 $50,400.00 $12.00 $33,600.00 29 Maintenance Path SF 2913 $5.00 $14,565.00 $4.50 $13,108.50 $20.00 $58,260.00 30 Striping LS 1 $15,000.00 $15,000.00 $14,000.00 $14,000.00 $30,000.00 $30,000.00 31 Soil Preparation & Amendment LS 1 $15,000.00 $15,000.00 $16,432.00 $16,432.00 $25,000.00 $25,000.00 32 Trees (15 Gallon) EA 57 $500.00 $28,500.00 $350.00 $19,950.00 $400.00 $22,800.00 33 Shrubs (1 Gallon) EA 638 $35.00 $22,330.00 $28.00 $17,864.00 $52.00 $33,176.00 34 Sod Turf SF 3540 $2.00 $7,080.00 $1.70 $6,018.00 $5.00 $17,700.00 S.T. Rhoades Construction, Inc JPB Designs, Inc
Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 329 Attachment: Bid Tabulation (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) BID TABULATION FOR:

CALDWELL PARK EXPANSION PROJECT
Bid Schedule No.: 5690

ENGINEER'S EST
7/9/2026 UNIT UNIT UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL S.T. Rhoades Construction, Inc JPB Designs, Inc
35 Root Barrier LF 650 $20.00 $13,000.00 $15.00 $9,750.00 $43.00 $27,950.00 36 Landscape Repair LS 1 $50,000.00 $50,000.00 $2,000.00 $2,000.00 $40,000.00 $40,000.00 37 Wood Mulch SF 17000 $1.00 $17,000.00 $1.28 $21,760.00 $3.00 $51,000.00 38 Gravel Mulch LS 1 $5,000.00 $5,000.00 $1,800.00 $1,800.00 $10,000.00 $10,000.00 39 Landscape Maintenance - (90
Days) LS 1 $2,500.00 $2,500.00 $3,000.00 $3,000.00 $25,000.00 $25,000.00 40 Irrigation System LS 1 $200,000.00 $200,000.00 $122,500.00 $122,500.00 $80,000.00 $80,000.00 41 Split Rail Fence LF 780 $100.00 $78,000.00 $53.00 $41,340.00 $100.00 $78,000.00 42 Wood Rail Gate EA 2 $5,000.00 $10,000.00 $5,000.00 $10,000.00 $6,000.00 $12,000.00 43 Chain Link Fence (6') LF 90 $150.00 $13,500.00 $110.00 $9,900.00 $120.00 $10,800.00 44 Chain Link Double Gate EA 1 $5,000.00 $5,000.00 $2,500.00 $2,500.00 $8,000.00 $8,000.00 45 Chain Link Gate EA 1 $2,500.00 $2,500.00 $1,250.00 $1,250.00 $4,500.00 $4,500.00 46 Vehicular Access Gate EA 1 $5,000.00 $5,000.00 $7,500.00 $7,500.00 $10,000.00 $10,000.00 47 Tables EA 7 $3,500.00 $24,500.00 $3,100.00 $21,700.00 $3,500.00 $24,500.00 48 Benches EA 3 $20,000.00 $60,000.00 $2,100.00 $6,300.00 $6,000.00 $18,000.00 49 Bike Racks EA 11 $2,000.00 $22,000.00 $1,500.00 $16,500.00 $3,000.00 $33,000.00 50 Bike Repair Station EA 1 $3,000.00 $3,000.00 $1,400.00 $1,400.00 $15,000.00 $15,000.00 51 Drinking Fountains EA 2 $10,000.00 $20,000.00 $6,950.00 $13,900.00 $10,000.00 $20,000.00 52 Bollards EA 5 $1,500.00 $7,500.00 $1,900.00 $9,500.00 $3,500.00 $17,500.00 53 Trash Receptacles EA 4 $2,000.00 $8,000.00 $2,700.00 $10,800.00 $3,000.00 $12,000.00 54 Landscape Boulders EA 7 $500.00 $3,500.00 $600.00 $4,200.00 $2,000.00 $14,000.00 55 Fibar LS 1 $25,000.00 $25,000.00 $40,000.00 $40,000.00 $70,000.00 $70,000.00 56 Split Arch Boulder EA 1 $110,000.00 $110,000.00 $165,000.00 $165,000.00 $140,000.00 $140,000.00 57 Pagosa Boulder EA 1 $60,000.00 $60,000.00 $104,000.00 $104,000.00 $80,000.00 $80,000.00 58 Parking Lot Signage LS 1 $3,000.00 $3,000.00 $4,900.00 $4,900.00 $20,000.00 $20,000.00 59 Prefabricated Restroom EA 1 $200,000.00 $200,000.00 $175,000.00 $175,000.00 $190,000.00 $190,000.00 60 Maintenance Shed EA 1 $30,000.00 $30,000.00 $85,000.00 $85,000.00 $90,000.00 $90,000.00 61 Shade Structure A EA 1 $100,000.00 $100,000.00 $40,000.00 $40,000.00 $190,000.00 $190,000.00 62 Fitness Equipment LS 1 $60,000.00 $60,000.00 $120,000.00 $120,000.00 $100,000.00 $100,000.00 TOTAL - CONTRACT ITEMS $4,954,845.00 $4,372,117.50 $4,799,076.00 Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 330 Attachment: Bid Tabulation (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) BID TABULATION FOR:

CALDWELL PARK EXPANSION PROJECT
Bid Schedule No.: 5690
7/9/2026

ITEM DESCRIPTION UNIT QTY
1 Mobilization LS 1
2 Staking & Layout LS 1
3 Project Demolition LS 1
4 Traffic Control LS 1
5 Trench Drain LF 46
6 Dry Wells EA 21
7 Prepare Storm Water Pollution
Prevention Plan LS 1
8 Implement Storm Water
Pollution Prevention Plan LS 1
9 Water (2") LF 330
10 Water (1") LF 600
11 Sanitary Sewer (4") LF 90
12 Water Pipe Sleeves LF 100
13 Reduced Pressure Principal
Backflow Preventor EA 1
14 Ball Valve EA 1
15 Site Lighting & Electrical LS 1
16 Site Grading LS 1
17 Bike Park Rough Grading LS 1
18 Sidewalk SF 15280
19 Concrete Curb LF 1600
20 Concrete Curb Ramp EA 4
21 Concrete Mowband LF 360
22 Play Ramp EA 1
23 Play Curb LF 112
24 Crushed Granite Paving SF 790
25 Asphalt Replacement, Full Depth TON 200
26 Asphalt Overlay TON 600
27 Asphalt Curb LF 520
28 Asphalt Plug SF 2800
29 Maintenance Path SF 2913
30 Striping LS 1
31 Soil Preparation & Amendment LS 1
32 Trees (15 Gallon) EA 57
33 Shrubs (1 Gallon) EA 638
34 Sod Turf SF 3540

AVERAGE

UNIT UNIT UNIT

PRICE TOTAL PRICE TOTAL PRICE
$294,425.00 $294,425.00 $180,798.00 $180,798.00 $318,805.75 $28,750.00 $28,750.00 $66,401.00 $66,401.00 $40,037.75
$259,219.00 $259,219.00 $281,754.00 $281,754.00 $213,993.25 $68,135.00 $68,135.00 $29,077.00 $29,077.00 $71,803.00
$763.00 $35,098.00 $917.00 $42,182.00 $662.50
$5,062.00 $106,302.00 $2,059.00 $43,239.00 $3,650.25
$5,658.00 $5,658.00 $8,246.00 $8,246.00 $9,726.00
$68,499.00 $68,499.00 $23,542.00 $23,542.00 $33,010.25
$73.00 $24,090.00 $83.00 $27,390.00 $127.25
$44.00 $26,400.00 $81.00 $48,600.00 $94.50
$110.00 $9,900.00 $149.00 $13,410.00 $197.25
$162.00 $16,200.00 $74.00 $7,400.00 $124.00
$11,811.00 $11,811.00 $7,607.00 $7,607.00 $10,579.50
$1,505.00 $1,505.00 $1,152.00 $1,152.00 $1,326.75
$1,174,151.00 $1,174,151.00 $1,401,269.00 $1,401,269.00 $1,218,855.00 $178,000.00 $178,000.00 $246,303.00 $246,303.00 $188,075.75 $351,161.00 $351,161.00 $197,620.00 $197,620.00 $194,695.25 $30.00 $458,400.00 $23.00 $351,440.00 $21.56
$63.00 $100,800.00 $74.50 $119,200.00 $66.63
$5,750.00 $23,000.00 $5,580.00 $22,320.00 $4,707.50
$77.00 $27,720.00 $83.00 $29,880.00 $75.00
$3,856.00 $3,856.00 $9,182.00 $9,182.00 $4,434.50
$77.00 $8,624.00 $201.00 $22,512.00 $142.00
$42.00 $33,180.00 $36.00 $28,440.00 $28.13
$800.00 $160,000.00 $364.00 $72,800.00 $616.00
$290.00 $174,000.00 $392.00 $235,200.00 $320.50
$45.00 $23,400.00 $33.50 $17,420.00 $33.38
$38.00 $106,400.00 $28.50 $79,800.00 $24.13
$6.00 $17,478.00 $6.00 $17,478.00 $9.13
$45,000.00 $45,000.00 $15,661.00 $15,661.00 $26,165.25
$22,196.00 $22,196.00 $28,285.00 $28,285.00 $22,978.25
$500.00 $28,500.00 $1,111.00 $63,327.00 $590.25
$30.00 $19,140.00 $58.00 $37,004.00 $42.00
$3.00 $10,620.00 $3.50 $12,390.00 $3.30
Meyers Earthwork, Inc Site Work Solutions
Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 331 Attachment: Bid Tabulation (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) BID TABULATION FOR:

CALDWELL PARK EXPANSION PROJECT
Bid Schedule No.: 5690
7/9/2026

ITEM DESCRIPTION UNIT QTY
35 Root Barrier LF 650
36 Landscape Repair LS 1
37 Wood Mulch SF 17000
38 Gravel Mulch LS 1
39 Landscape Maintenance - (90
Days) LS 1
40 Irrigation System LS 1
41 Split Rail Fence LF 780
42 Wood Rail Gate EA 2
43 Chain Link Fence (6') LF 90
44 Chain Link Double Gate EA 1
45 Chain Link Gate EA 1
46 Vehicular Access Gate EA 1
47 Tables EA 7
48 Benches EA 3
49 Bike Racks EA 11
50 Bike Repair Station EA 1
51 Drinking Fountains EA 2
52 Bollards EA 5
53 Trash Receptacles EA 4
54 Landscape Boulders EA 7
55 Fibar LS 1
56 Split Arch Boulder EA 1
57 Pagosa Boulder EA 1
58 Parking Lot Signage LS 1
59 Prefabricated Restroom EA 1
60 Maintenance Shed EA 1
61 Shade Structure A EA 1
62 Fitness Equipment LS 1

TOTAL - CONTRACT ITEMS

AVERAGE

UNIT UNIT UNIT

PRICE TOTAL PRICE TOTAL PRICE
Meyers Earthwork, Inc Site Work Solutions
$20.00 $13,000.00 $54.50 $35,425.00 $33.13
$36,288.00 $36,288.00 $36,349.00 $36,349.00 $28,659.25
$2.00 $34,000.00 $2.00 $34,000.00 $2.07
$6,048.00 $6,048.00 $8,912.00 $8,912.00 $6,690.00
$29,890.00 $29,890.00 $28,848.00 $28,848.00 $21,684.50
$126,000.00 $126,000.00 $92,025.00 $92,025.00 $105,131.25 $73.00 $56,940.00 $77.50 $60,450.00 $75.88
$6,048.00 $12,096.00 $5,638.00 $11,276.00 $5,671.50
$121.00 $10,890.00 $100.00 $9,000.00 $112.75
$3,024.00 $3,024.00 $5,638.00 $5,638.00 $4,790.50
$1,814.00 $1,814.00 $4,385.00 $4,385.00 $2,987.25
$9,677.00 $9,677.00 $13,155.00 $13,155.00 $10,083.00
$6,698.00 $46,886.00 $5,408.00 $37,856.00 $4,676.50
$6,255.00 $18,765.00 $4,411.00 $13,233.00 $4,691.50
$726.00 $7,986.00 $3,447.00 $37,917.00 $2,168.25
$4,838.00 $4,838.00 $6,425.00 $6,425.00 $6,915.75
$8,381.00 $16,762.00 $10,502.00 $21,004.00 $8,958.25
$2,419.00 $12,095.00 $2,874.00 $14,370.00 $2,673.25
$1,744.00 $6,976.00 $5,082.00 $20,328.00 $3,131.50
$1,028.00 $7,196.00 $1,292.00 $9,044.00 $1,230.00
$41,000.00 $41,000.00 $42,103.00 $42,103.00 $48,275.75
$117,063.00 $117,063.00 $164,975.00 $164,975.00 $146,759.50 $68,679.00 $68,679.00 $93,469.00 $93,469.00 $86,537.00
$14,716.00 $14,716.00 $8,912.00 $8,912.00 $12,132.00
$176,361.00 $176,361.00 $243,020.00 $243,020.00 $196,095.25 $89,785.00 $89,785.00 $100,574.00 $100,574.00 $91,339.75 $203,451.00 $203,451.00 $70,319.00 $70,319.00 $125,942.50 $80,200.00 $80,200.00 $167,961.00 $167,961.00 $117,040.25 Average Bid
$5,174,044.00 $5,179,302.00 $4,881,134.88
Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 332 Attachment: Bid Tabulation (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project)

CITY OF REDDING

REPORT TO REDDING PLANNING COMMISSION
Recommendation
Conduct a public hearing and, upon conclusion (1) adopt the Mitigated Negative Declaration prepared for the project, and; (2) approve Use Permit Application UP-2019-01782, upon a determination that the necessary findings for approval are in evidence, subject to the recommended conditions of approval.

Project Description
The City of Redding Community Services Department is requesting approval of Use Permit Application UP-2019-01782 for the Caldwell Park Expansion Project consisting of two areas:

Caldwell Park, west of the Market Street Bridge; and Caldwell Park, east of the Market Street Bridge. Several improvement projects are proposed for the existing improved park area, Caldwell Park west, including expanding the skate park, construction of a wall ball court, installation of shade structures and lighting, replacement of the existing restroom, and installation of public art and trail access necessitating an encroachment in the 100-year floodplain of the Sacramento River. Expansion of Caldwell Park, east of the Market Street Bridge includes construction of a new bike park with expanded parking, shade structure, lighting, and other appurtenant amenities.

PARCEL SIZE. Caldwell Park consists of approximately 70 acres in total while the area of the proposed bike park expansion east of the Market Street Bridge consists of approximately 10 acres.

MEETING DATE: November 26, 2019
ITEM NO. 4(b)3
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4(b)3--Use Permit Application UP-2019-01782, by City of Redding Community Services Department, requesting approval for the Caldwell Park Expansion Project consisting of improvements to the existing improved park on the west side of the Market Street Bridge, including an encroachment in the 100-year floodplain of the Sacramento River, and construction of a new bike park on vacant land on the east side of the Market Street Bridge with expanded parking and appurtenant amenities. The project site is zoned "PF-FP" Public Facilities District with Floodplain Combining District.

Linda Burke, Associate
Planner
Packet Pg. 333 Attachment: Previous Staff Report 11-26-19_RPC (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding Planning Commission November 22, 2019 Re: 4(b)3--Use Permit Application UP-2019-01782, City of Redding Community Services Department Page 2
TERRAIN/VEGETATION. The developed area of Caldwell Park is an existing landscaped park, while Caldwell Park east of the Market Street Bridge is mostly an undeveloped area with vegetation consisting of annual grasses, non-native shrubs, and scattered oak and cottonwood trees. An area of riparian forest habitat occurs on the west end of the area, near the Market Street Bridge, however it will be undisturbed with the project EXISTING LAND USE. Caldwell Park, west of the Market Street Bridge is a developed City park.

The area of the proposed bike park expansion is for the most part vacant and undeveloped with the exception of the existing River Trail parking lot and rest room facility.

GENERAL PLAN DESIGNATION. “Park” and “Greenway.”
ZONING DESIGNATION. “PF-FP” Public Facilities with Floodplain Combining District

SURROUNDING LAND USES
North: Residential uses across Quartz Hill Road from the existing developed Caldwell Park; a mobile home park and Turtle Bay Arboretum adjacent to the bike park expansion.

East: Sacramento River Trial and Sundial Bridge.

South: Riparian woodland and the Sacramento River.

West: Office park and single-family residential neighborhood.

Background
The proposed Caldwell Park expansion project includes a number of improvements to the existing area of Caldwell Park and installation of a new bike park on the vacant land east of the Market Street Bridge. A Use Permit is required for new park and recreational facilities, such as the new bike park, by the “PF” Public Facilities District zoning of the property. Typical improvements identified in the existing area of Caldwell Park west of the Market Street Bridge would not ordinarily require a discretionary permit; however in this case, the proposed addition of artwork is located within the 100-year floodplain of the Sacramento River necessitating a Use Permit for encroachment into the floodplain. Additionally, due to the scope of the project it was determined that an initial study should be completed for the entire project under the California Environmental Quality Act (CEQA). Therefore the Planning Commission is responsible for certifying the environmental document.

The Planning Commission may recall, the property east of the Market Street Bridge proposed for the new bike park was one of the City-owned properties included in this year’s Annual General Plan and Zoning Cleanup that was before this body in April 2019 for a recommendation to City Council who then later approved the changes in May 2019. The General Plan was reclassified from “Greenway” to “Park” and the zoning map changed from “RM-6” Residential Multiple Family District to “PF” Public Facilities District in order to facilitate today’s request.

The property was acquired in 1976 for development of a park along the Sacramento River when offered for sale from the adjoining property owners. Subsequently, the Sacramento River trailhead and parking lot were constructed at the end of what was known as “Traveled Way,” providing access to Caldwell Park and the Arboretum area by way of the Sacramento River Trail.

Packet Pg. 334 Attachment: Previous Staff Report 11-26-19_RPC (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding Planning Commission November 22, 2019 Re: 4(b)3--Use Permit Application UP-2019-01782, City of Redding Community Services Department Page 3
Following the completion of the Caldwell Junior Bike Park in 2017, the community heavily supported the development of a destination bike park concept. Therefore, in July 2019, the City Council authorized the Community Services Department to apply for funds for the expansion project under the California Statewide Park Development and Community Revitalization Program grant administered by the California Department of Parks and Recreation. Following the passage of Proposition 68, the California Drought, Water, Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018, the California Statewide Park Development and Community Revitalization Grant Program allotted $254.9 million to create, expand, and renovate parks and recreational opportunities in underserved communities. The Community Services Department identified undeveloped and under-utilized space in and around Caldwell Park as spaces that are well-suited to the priorities of the grant.

While the use permit application process allows for property owner notification and public engagement, the grant required a series of at least five public meetings to develop the scope and content for the application. Those meetings were held in partnership with the Redding Parks and Trail Foundation and the Redding Trail Alliance and included a Survey Monkey with approximately 250 responses. The application has also been before the Community Services Advisory Commission who provides oversite for the recreation and park development in the City.

The Caldwell Park Expansion Conceptual Site Plan is attached for your review and includes following park improvements:

CALDWELL PARK WEST OF THE MARKET STREET BRIDGE.
 Expanding the skate park, installation of a shade structure and lights;  Construction of a wall ball court;
 Installation of a shaded outdoor exercise equipment center;  Replacing the existing restroom with a new ADA-compliant restroom;  Installation of a lighted multipurpose athletic court;  Renovation of the existing trail access and event space;  Installation of a paved pathway from the event space to the River Trail;  Installation of a public art piece near the River Trail;  Planting approximately 20 native trees and shrubs.

CALDWELL PARK EAST OF THE MARKET STREET BRIDGE.
 Installation of a new bicycle park including a paved pump track, flow and jump area, and perimeter skills trail;
 Expansion of the existing parking lot;
 Construction of a classroom structure;
 Construction of a shade structure;
 Installation of an event zone and food truck parking zone; Packet Pg. 335 Attachment: Previous Staff Report 11-26-19_RPC (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding Planning Commission November 22, 2019 Re: 4(b)3--Use Permit Application UP-2019-01782, City of Redding Community Services Department Page 4
 Installation of lights, signs, drinking fountains, public art, benches, and native shade trees;
 Construction of maintenance/storage buildings;
 Installation of a bouldering/climbing area;
 Bioswale for stormwater treatment;
 Appurtenant fencing at the bike park.

Issues
GENERAL PLAN CONSISTENCY. The proposed park expansion project is clearly consistent with the goals and policies of the Recreation Element of the City’s General Plan, including the following:

Goal R1 – Recognize the Sacramento River as the backbone of the City’s park system.  Policy R1B – Preserve native trees and riparian and other natural vegetation along the Sacramento River by incorporating those features into park design, where feasible. One of the goals of the concept plan is to design around the natural vegetation and existing trees as much as feasible and avoid any encroachment in the area of riparian vegetation.

Goal R2 – Preserve and encourage the judicious development of those natural resource areas which have a unique recreation potential.
 Policy R2A - Establish park sites and public open space areas along the river and tributary creeks through public and private land purchases, land dedications, easements, and similar mechanisms.
 Policy R2B - Promote the use of native plants, particularly valley oaks, where appropriate in park and natural open-space areas. The concept plan incorporates the use of native trees and shrubs.

The proposed project is also consistent with the Community Services Department’s 2018-2021 Action Plan.

FLOODWAY ENCROACHMENT. For the most part the 100-year floodplain of the Sacramento River is confined to the area along the trail and along the River banks, just outside of the formal park area. However there is an area along the trail that is located in the floodplain where a piece of public art is proposed, therefore in accordance with the City’s floodplain regulations, it must be demonstrated that the proposed encroachment will not limit the capacity of the floodway or raise the base flood water surface elevation. A flood encroachment assessment was submitted by Pacific Hydrologic Incorporated and concludes that the potential impact would be immeasurable.

Environmental Determination
Staff prepared an Initial Study and Mitigated Negative Declaration in accordance with the California Environmental Quality Act. A notice of availability of the environmental document Packet Pg. 336 Attachment: Previous Staff Report 11-26-19_RPC (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding Planning Commission November 22, 2019 Re: 4(b)3--Use Permit Application UP-2019-01782, City of Redding Community Services Department Page 5
was sent to the appropriate public agencies, interested parties, and surrounding property owners for review (documents attached). The environmental document concludes that with application of standard City and agency development standards and regulations (Best Management Practices) and the identified mitigation measures, the project does not have the potential to significantly affect the environment. The public review period for the Mitigated Negative Declaration ended on November 18, 2019. Two letters of comment were received (Central Valley Regional Water Quality Control Board and California Department of Fish and Wildlife).

A copy of the letters and response to those comments is attached to the document.

BIOLOGICAL RESOURCES. A Biological Resource Assessment was prepared by Vestra Resources Inc., for the project site. The assessment found that the project area may be suitable habitat for special-status wildlife species (Silver-Haired Bat). The assessment also addressed the potential for presence of migratory birds. Mitigation measures were included in the Mitigated Negative Declaration and project conditions of approval allowing tree removal only outside of the main breeding/nesting seasons for migratory birds and bats, unless their absence is confirmed by a qualified biologist. The study also identified two sensitive habitat types in the project area:

Valley Oak Woodland and Valley Foothill Riparian /Great Valley Cottonwood Riparian, however, best management practices include high visibility fencing and flagging along the edges of the work zone to prevent encroachment in the riparian area.

Public Comment
Staff has not received any public comments on the expansion project as a result of notification of the Planning Commission hearing.

Project Conditions
The draft conditions of approval for this project are attached.

Required Findings
Certain findings must be in evidence to support approval of the Mitigated Negative Declaration under CEQA and approval of the use permit. The findings are provided as an attachment to this report.

Planning Commission Authority
The Planning Commission has the authority to approve the Mitigated Negative Declaration and approve, conditionally approve, or disapprove an application for a use permit under Section

18.14.060 of the Zoning Ordinance.

Alternatives
The following alternatives are offered for consideration:

1. Adopt the Mitigated Negative Declaration and approve Use Permit Application UP-2019- 01782, subject to the recommended conditions of approval.

Packet Pg. 337 Attachment: Previous Staff Report 11-26-19_RPC (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding Planning Commission November 22, 2019 Re: 4(b)3--Use Permit Application UP-2019-01782, City of Redding Community Services Department Page 6

2. Deny the use permit application. Denial must be based upon a finding that the proposed project is inconsistent with the General Plan or Zoning Ordinance; would adversely affect the environment; or would be detrimental to the health, safety, or welfare of the surrounding neighborhood or community in general. Staff has not identified grounds for denying the use permit application.

Conclusion
The proposed grant funding would allow for a number of improvements to the existing Caldwell Park and allows for the expansion of the boundaries to include an under-utilized lot to the east of the Market Street Bridge for which there has been tremendous community support. The project is consistent with the City’s General Plan policies and the Community Services Department’s 2018-2021 Action Plan. The project would not result in any unmitigated environmental impacts. c: Travis Menne, Community Services Department
Attachments
Findings
Draft Conditions of Approval
Location Map
Zoning Map
Mitigated Negative Declaration and Initial Study
Conceptual Site Plan
Packet Pg. 338 Attachment: Previous Staff Report 11-26-19_RPC (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the following relative to the funding, design, permitting, engineering, and construction of the Caldwell Park Expansion Project:
(1) Adopt Resolution approving the City as an applicant for the California Statewide Park Development and Community Revitalization Program grant administered by the California Department of Parks and Recreation; and
(2) Authorize the City Manager, or designee, to execute all documents necessary to apply for the grant, appropriate funds should the grant be awarded, and execute any agreements necessary to implement the project.

Fiscal Impact
The grant application will request up to $8.5 million to improve and expand Caldwell Park and Lake Redding Park. The Community Services Department is providing funding of $15,000 for studies required to complete the California Environmental Quality Act (CEQA) documentation and filing fees which must be submitted prior to grant award. Funding from the Parks Development Fund will be utilized for the study.

If awarded the grant, the combination of park renovation and improvement of features will generate additional maintenance costs. Staff is negotiating a Memorandum of Understanding with the Redding Trail Alliance to perform long-term maintenance and operations of the bike park to offset the costs. In addition, the Parks Division will assist with garbage collection, tree care, and irrigation system maintenance for the bike park.

Alternative Action
The City Council could decline to apply for the funds under this grant opportunity or provide staff with alternative direction.

MEETING DATE: July 16, 2019
ITEM NO. 4.6(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.6(a)--Adopt Resolution Approving City as Applicant for California Statewide Park Development and Community Revitalization Grant for the Improvements to Caldwell Park.

Kim Niemer, Community
Services Director
Packet Pg. 339 Attachment: Previous Staff Report: July 16, 2019 4.6(a) (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding City Council July 8, 2019
Re: 4.6(a)--Resolution-Grant Application; Caldwell Park Improvements Page 2 Background/Analysis
Following the passage of Proposition 68, the California Drought, Water, Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018, the Statewide Park Development and Community Revitalization Grant Program allotted $254.9 million to create, expand, and renovate parks and recreational opportunities in underserved communities.

The Community Services Department (Department) identified undeveloped and under-utilized space in and around Caldwell Park and Lake Redding Park as spaces that are well-suited to the priorities of this grant. The grant application deadline is August 5, 2019, and the application requires a minimum of five public meetings to develop the scope and content for the application as well as determine project details and the associated community narrative. In partnership with the Redding Parks and Trails Foundation and the Redding Trail Alliance, the Department will have held five public workshops, with the last one occurring on Friday, July 12, 2019, to establish priorities for the project.

The proposed grant funding would allow for the expansion of the boundaries of Caldwell Park to include an under-utilized lot to the east which is directly across Market Street and adjacent to a mobile home park. This area is currently host to a River Trail parking lot and restroom.

Following the completion of the Caldwell Junior Bike Park in 2017, the community heavily supported the development of a destination bike park concept. The public meetings indicated that the community’s support of the bike park continues to grow. The City’s grant application will include the construction of the bike park and expansion of the skate park as projects. Additional proposed recreation concepts include an outdoor fitness area, multi-purpose court space, and a climbing and bouldering station. Support amenities and revitalizations include parking improvement and expansion, trail repairs, trail lighting, and shade structures.

Overall, staff believes the project will increase utilization of the park, revitalize aging infrastructure, and activate currently undeveloped and under-utilized City-owned property. The proposed project is consistent with the Department’s 2018-2021 Action Plan.

Council Priority/City Manager Goals
 Economic Development – “Facilitate and become a catalyst for economic development in Redding to create jobs, retain current businesses and attract new ones, and encourage investment in the community.”
 Government of the 21st Century – “Be relevant and proactive to the opportunities and challenges of today’s residents and workforce. Anticipate the future to make better decisions today.”
Attachments
Resolution
Packet Pg. 340 Attachment: Previous Staff Report: July 16, 2019 4.6(a) (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) RESOLUTION NO. 2019-063

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDDING

APPROVING THE APPLICATION FOR STATEWIDE PARK

DEVELOPMENT AND COMMUNITY REVITALIZATION PROGRAM

GRANT FUNDS
WHEREAS, the State Department of Parks and Recreation has been delegated the responsibility by the Legislature of the State of California for the administration of the Statewide Park Development and Community Revitalization Grant Program, setting up necessary procedures governing the application; and
WHEREAS, said procedures established by the State Department of Parks and Recreation require the Applicant to certify by resolution the approval of the application before submission of said application to the State; and
WHEREAS, successful Applicants will enter into a contract with the State of California to complete the Grant Scope project;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Redding hereby approves the filing of an application for the Caldwell Park Expansion Project and:

1. Certifies that said Applicant has or will have available, prior to commencement of any work on the project included in this application, the sufficient funds to complete the project ifthe grant is awarded; and

2. Certifies that if the project is awarded, the Applicant has or will have sufficient funds to operate and maintain the project, and

3. Certifies that the Applicant has reviewed, understands, and agrees to the General Provisions contained in the contract shown in the Grant Administration Guide; and

4. Delegates the authority to the City Manager to conduct all negotiations, sign and submit all documents, including, but not limited to applications, agreements, amendments, and payment requests, which may be necessary for the completion of the Grant Scope; and

5. Agrees to comply with all applicable federal, state and local laws, ordinances, rules, regulations and guidelines; and

6. Will consider promoting inclusion per Public Resources Code § 80001( b)( 8 A-G). 0 S
Packet Pg. 341 Attachment: Previous Staff Report: July 16, 2019 4.6(a) (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) I HEREBY CERTIFY that the foregoing resolution was introduced and adopted at a regular meeting of the Redding City Council on the 16th day of July, 2019, by the following vote:

AYES: COUNCIL MEMBERS: Dacquisto, McElvain, Resner, Schreder, and Winter NOES: COUNCIL MEMBERS: None
ABSENT: COUNCIL MEMBERS: None
ABSTAIN: COUNCIL MEMBERS: None
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ATTEST:

AMELA MIZE, CityAft^kBARRY
JULIE
FORM APPROVED:

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Packet Pg. 342 Attachment: Previous Staff Report: July 16, 2019 4.6(a) (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve and authorize the following actions relative to the Caldwell Park Expansion Project funded by a Proposition 68 Statewide Park Development Program grant:
(1) Approve the changes to the grant scope; and
(2) Authorize the City Manager, or designee, to submit the proposed change to the State for approval and to amend the grant agreement, and execute all documents necessary to change the grant’s scope.

Fiscal Impact
The Caldwell Park Expansion Project is funded by a Proposition 68 Statewide Park Development Program grant. To date, the City of Redding (City) has expended $2.2 million of the $6.7 million grant award. The City is required to complete the full project scope by 2028. Should the City not complete the project scope or reach an agreement for a reduced project scope by 2028, the State may require the City to refund any previously reimbursed expenses. Changing the scope will not impact the General Fund.

Alternative Action
The City Council could decline to authorize staff to change the scope of the project, or provide staff with alternate direction.

Background/Analysis
The City benefitted tremendously from the passage of California Proposition 68 - the Drought, Water Parks, Climate, Coastal Protection, and Outdoor Access for All Act of 2018. In 2019, staff successfully applied for the Caldwell Park Expansion Project. The grant project proposal included improvements to the existing Caldwell Park and an expansion into the City-owned open space area east of Market Street. The following features make up the original scope of the grant:

MEETING DATE: October 17, 2023
ITEM NO. 9.6(b)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 9.6(b)--Consider scope change for the Caldwell Park Expansion Project for the City of Redding.

Kim Niemer, Community
Services Director
Packet Pg. 343 Attachment: Previous Staff Report: October 17, 2023 9.6(b) (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding City Council October 10, 2023
Re: 9.6(b)--Approve Scope Change for the Caldwell Park Expansion Project Page 2 • Reconstructed/reconfigured Aquatic Center parking area; • Redding Bike Park;
• Skate Park addition with lighting;
• Shade structures;
• Exercise equipment;
• Multipurpose court area;
• Wall-ball court;
• Sacramento River Trail lighting and Caldwell walking path improvements; • Public art;
• Replace existing restroom with new prefabricated restroom building; and • Bouldering/climbing area.

To date, staff has completed the overall project design documents, the design and construction of the skate park addition (without lighting), commissioned the public art sculpture, and purchased the exercise equipment. Portions of the bike park are actively under construction by the Redding Trail Alliance as a volunteer project. These project components have expended $2.2 million of the original $6.7 million budget. Between the grant award date in May 2020 and today, inflation, labor shortages, and supply chain issues vastly diminished the purchasing power of the grant.

Recognizing this issue, the State is providing contract extensions through 2028 to allow grantees to find additional funding or modify their projects to suit the awards.

To continue the project's forward momentum and reduce the compounding effect of continual inflation, staff is requesting to formally reduce the project's scope and align it with the remaining $4.5 million budget. Staff selected the features highlighted as the most important by the community during the project's public engagement process and the elements crucial to long-term planning and development efforts.

The revised scope eliminates:
• Aquatic Center parking lot re-construction;
• Wall-ball and multipurpose courts;
• Multiple shade structures;
• Landscape areas; and
• Major modifications to the access road on the eastern edge of Caldwell Park.

The proposed new scope includes:
• Redding Bike Park;
• Small portions of reconstructed parking areas;
• Skate park lighting;
• Exercise equipment;
• Sacramento River Trail lighting;
• Public art;
• Replace existing restroom with new prefabricated restroom building; and • Bouldering/climbing area.

To avoid further impacts to the project, staff used strategies to reduce project costs and maximize the effectiveness of available grant funding. These include:

Packet Pg. 344 Attachment: Previous Staff Report: October 17, 2023 9.6(b) (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project) Report to Redding City Council October 10, 2023
Re: 9.6(b)--Approve Scope Change for the Caldwell Park Expansion Project Page 3 • Partnering with the Redding Trail Alliance to build the asphalt pump track, jump line, and skills trail at the bike park, an estimated $600,000 project savings; • Partnering with the Redding Trail Alliance to form a sponsorship program for bike park features;
• Partnering with the Redding Parks and Trails Foundation to raise construction funds through their annual Vine and Dine event;
• The City's Water Utility is contributing approximately $250,000 towards the construction of the Redding Bike Park parking lot to offset the impacts of the planned on-site collector well project;
• Since 2020, contractor donations and partnerships with City utility projects have provided import fill material for the bike park. Over 4,000 cubic yards of donated fill saved the project approximately $200,000; and
• Staff applied for and obtained a $25,000 grant to subsidize the cost of the exercise equipment.

Staff discussed a potential scope change with the grant agency. If the City Council approves the change an official scope change request will be sent to the grant agency.

The Community Services Advisory Council (CSAC) considered the scope change on September 20, 2023. CSAC members unanimously voted to recommend the City Council approve the scope changes.

Environmental Review
On November 26, 2019, the Planning Commission approved Use Permit UP-2019-01782 for the Caldwell Park Expansion Project. Staff filed a California Environmental Quality Act (CEQA) exemption for the project on February 3, 2020, thereby satisfying the requirements of §15074 CEQA Guidelines.

Council Priority/City Manager Goals
• Economic Development – “Facilitate and become a catalyst for economic development in Redding to create jobs, retain current businesses and attract new ones, and encourage investment in the community.”
• Government of the 21st Century – “Be relevant and proactive to the opportunities and challenges of today’s residents and workforce. Anticipate the future to make better decisions today.”
Attachments
Previous Staff Report - July 16, 2019, Item 4.6(a) Grant Application Packet Pg. 345 Attachment: Previous Staff Report: October 17, 2023 9.6(b) (4.11(f)--Award BS No. 5690, Caldwell Park Expansion Project)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Conduct a Public Hearing, continued from the July 21, 2026, regular City Council meeting and, upon conclusion, adopt Resolution adjusting the City of Redding’s Schedule of Fees and Service Charges.

Fiscal Impact
The Master Fee Schedule (Schedule) is an important cost recovery mechanism for permits and services provided to the public. The Schedule includes fees that are indexed to the Consumer Price Index (CPI) and Construction Cost Index (CCI), which are directly tied to the cost of various items. As a result, these indexes have been impacted by inflation, which has resulted in increases to costs indexed to CPI (2.82%) and CCI (2.44%). Should the Schedule not be adjusted, it would have a negative impact on the City of Redding’s ability to recover the cost of providing permits and services to the public.

Alternative Action
The City Council (Council) could choose to modify the resolution and the Schedule, or choose not to adopt the resolution to adjust the Schedule and provide alternate direction to staff.

Background/Analysis
At its meeting on June 16, 2026, the Council set a public hearing for July 21, 2026, to consider adjustments to the Schedule. At its meeting on July 21, 2026, the Council continued the public hearing to the next regular Council meeting on August 18, 2026.

The suggested effective date for all changes to fees and services charges except for development fees is September 1, 2026. Development fees are effective 60 days after adoption, so the suggested effective date for development fees is October 19, 2026.

MEETING DATE: August 18, 2026
ITEM NO. 6.1
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 6.1--Public Hearing to consider the adoption of a Resolution to adjust the City's Schedule of Fees and Service Charges.

Greg Robinett, Director of
Finance/City Treasurer
Packet Pg. 346
Report to Redding City Council August 6, 2026
Re: 6.1--Public Hearing - Adjusting the City's Schedule of Fees & Service Charges Page 2 In accordance with adopted Council Policy No. 802, staff has developed, and hereby submits for Council’s consideration, adjustments to the Schedule. The attached previous Council meeting staff reports describes the adjustments in detail.

Environmental Review
This is not a project defined under the California Environmental Quality Act, and no further action is required.

Council Priority/City Manager Goals
• This is a routine operational item.

Attachments
Resolution
Exhibit A - Proposed Draft FY 2026-27 Master Fee Schedule - Red Line Previous staff report - Item 4.10(a) 06-16-2026
Previous staff report - Item no. 6.4 07-21-2026
Packet Pg. 347
RESOLUTION NO. _____

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDDING,

UPDATING THE SCHEDULE OF FEES AND SERVICE CHARGES TO

ADJUST THE AMOUNT OF CERTAIN FEES AND CHARGES FOR CITY

SERVICES
WHEREAS, the City has the authority to impose fees, charges, and rates to offset the costs for municipal services and regulatory programs under its police powers under California Constitution Article XI §7; and
WHEREAS, the City Council has, through prior actions, adopted various fees and charges for City services provided to the public through various City departments, and the City has assembled those fees in a Schedule of Fees and Service Charges which the City posts on its website; and WHEREAS, the City Council has determined that it is in the City’s interest to update fees for services identified in the Schedule of Fees and Service Charge, as set forth in this resolution, in order to proportionately and equitably allocate the City’s costs of providing services to those who benefit from those services; and
WHEREAS, the City has calculated the updated fees identified in this resolution in accordance with the requirements of Proposition 26 (California Constitution Article XIII C, § 1(e)) by which the fee amounts are no more than necessary to cover the City’s estimated reasonable costs of providing the services, and the costs are proportionately allocated to each fee payor based on their respective benefits from or burdens on the services, and each updated fee falls within one or more of the following five exceptions to the definition of “tax” as set forth in Proposition 26:
a) The amount of the fee does not exceed the City’s costs of providing a specific benefit to the payor; or
b) The amount of the fee does not exceed the City’s costs of providing a service or product to the payor
c) The amount of the fee does not exceed the City’s costs of regulation (including licensing, permitting, investigation, inspecting, auditing, or enforcement); or d) The amount of the fee does not exceed the value of City land authorized by the City for use by the payor; or
e) The amount of the fee is a fine or penalty for a violation of law; and WHEREAS, to the extent that fees identified on the Schedule of Fees and Service Charges are imposed for City services provided as conditions of the development of property, and those fees are required to comply with the requirements of the Mitigation Fee Act (the “Fee Act,” Government Code §§ 66000 – 66025), particularly the requirements of Government Code § 66014, the City has calculated the updated fees identified in this resolution in accordance with those requirements; and
WHEREAS, consistent with the requirements of the Fee Act, Government Code §§ 66016, 66017, 66018, and 6062a, the City made documents available for public review to describe the fees proposed for update in accordance with this resolution, and the City provided notice of the public Packet Pg. 348 Attachment: Resolution (6.1--Public Hearing - Adjusting the City's Schedule of Fees & Service Charges) hearing at which public testimony would be considered prior to City Council’s approval of this resolution; and
WHEREAS, Government Code § 66016 requires data describing the proposed fee updates be made available to the public at least ten (10) days before the meeting at which fee increases are considered for services provided as conditions of developing property; and WHEREAS, notice of a public hearing on the new and increased user fees was published in accordance with Government Code §§ 66018 and 6062a; and WHEREAS, pursuant to Government Code §§ 66016 and 66017, fees imposed on a development project that apply to the filing, accepting, reviewing, approving, or issuing of an application, permit, or entitlement to use shall not take effect until at least sixty (60) days have passed since the final action on the adoption or increase of the fee; and WHEREAS, a duly noticed public hearing before the City Council was held August 18, 2026, at which public testimony was received and duly considered on the proposed fees described in this resolution;
NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Redding as follows:

1. The above recitals are true and correct, and incorporated herein by reference and each is relied upon independently by the City Council for its adoption of this resolution.

2. The City Council hereby finds and determines, based upon the data, information and analysis presented to the Council concerning the fees set forth in the Proposed Schedule of Fees and Service Charges dated June 2, 2026, attached hereto as Exhibit “A” (“2026-27 Schedule of Fees and Service Charges”), that those fees do not constitute taxes as defined by Proposition 26 (California Constitution Article XIII C, § 1(e)).

3. The City Council hereby approves the new and updated fees set forth on the 2026-27 Schedule of Fees and Service Charge, as implemented by this resolution. As of the effective date of this resolution, the amount of each fee in each row identified in the 2026-27 Schedule of Fees and Service Charges shall be the amount identified in the column labeled “2026-27 Proposed Fee”.
a. For each fee identified on the 2026-27 Schedule of Fees and Service Charges as a “deposit” amount, the applicant shall pay the City the identified deposit amount, prior to, and as a condition of, the City providing the requested service. If the City’s authorized representative determines that the City’s actual costs exceed the deposit amount, and if the City has not otherwise limited the fee amount, the applicant shall pay the City the additional amount (actual cost less deposit) within 30 days of written notice from the City. If, at the conclusion of providing the requested services, the City’s authorized representative determines that the City’s actual costs are less than the deposit amount, the City shall refund the applicant the amount that the deposit exceeds the City’s actual costs within 30 days after completion of the Packet Pg. 349 Attachment: Resolution (6.1--Public Hearing - Adjusting the City's Schedule of Fees & Service Charges) requested service. The City’s actual costs shall be determined by the City’s authorized representative based on (i) the hourly rates for services for City employees, plus (ii) any direct costs billed to the City by an outside contractor or consultant.
b. The City Council hereby authorizes the City Manager to implement the fee changes authorized by this resolution by administratively organizing and publishing all City fees (including the updated fees described in this resolution) in the City’s updated Schedule of Fees and Service Charges.

4. Effective Date. The fees approved by this resolution shall be effective on September 1, 2026. If there are conflicts between the fee amounts identified in the 2026-27 Schedule of Fees and Service charges and the amounts adopted by any prior Council action, the 2026- 27 Schedule of Fees and Service Charges shall take precedence. This resolution does not supersede any previous resolution or ordinance setting fees that are not included in Exhibit A to this resolution.

5. Annual Adjustments for Inflation. The City Council hereby authorizes the City Manager, or designee, to approve an annual adjustment to any fee identified on the Schedule of Fees and Service Charges, as updated by this resolution. The adjustment shall be effective on the date it is approved in writing by the City Manager, or designee, and posted on the City’s website. The amount of the adjustment to the fees with a CPI Inflation Indicator shall not exceed the corresponding proportional change in the Consumer Price Index (CPI) for All Urban Consumers in the N400 West Area, published by the Bureau of Labor Statistics of the United States Department of Labor, or any successor to that index. The amount of the adjustment to the fees with a CCI Inflation Indicator shall not exceed the corresponding proportional change in the Construction Cost Index (CCI), published by the Engineering News-Record (ENR) by McGraw-Hill Publication Company, or any successor to that index. When a fee includes a stated Inflation Indicator, the City shall determine the annual percentage increase by comparing the index for the current March Consumer Price Index (CPI) or the current May Construction Cost Index (CCI) to the index for the same month in the previous year. Notwithstanding the foregoing sentence, no such adjustment shall be made to: (i) any rates, fees or charges determined by using a percentage calculation; or (ii) any fee for which separate legal requirements must be followed (including any property related fee subject to Proposition 218, California Constitution Article XIII D § 6; and any development impact fee subject to the requirements of a nexus study in accordance with Government Code § 66016.5).

6. If any action, subsection, sentence, clause or phrase of this resolution or the fee amounts established by this resolution shall be held invalid or unconstitutional by a court of competent jurisdiction, such invalidity shall not affect the validity of the remaining portions of this resolution, or the fee amounts established by this resolution that can be given effect without the invalid provisions. All other fees contained in the Schedule of Fees and Service Charges, which were not changed or eliminated by this resolution, remain as adopted.

Packet Pg. 350 Attachment: Resolution (6.1--Public Hearing - Adjusting the City's Schedule of Fees & Service Charges)

7. The City Council finds that this resolution is not subject to the California Environmental Quality Act (“CEQA”) pursuant to Public Resources Code § 21080(b)(8), and California Code of Regulations § 15273 (of the “CEQA Regulations”) because it establishes, modifies, structures, or restructures, and approves rates and charges for the purposes of:
(1) meeting operating expenses; (2) purchasing supplies, equipment and materials; and (3) meeting financial requirements. This action is not a project within the meaning of the CEQA Guidelines §§ 15378 and 15061(b)(3) as it has no potential for physical effects on the environment because it involves the adoption or amendment of certain fees and/or charges imposed by the City, does not commit the City to any specific project, and to the extent said fees and/or charges may be applicable to future development projects and/or activities, those future projects and/or activities will be fully evaluated in full compliance with CEQA when sufficient physical details regarding said projects and/or activities are available to permit meaningful CEQA review (see CEQA Guidelines, § 15004(b)(1)).

Pursuant to CEQA Guidelines § 15378(b)(4), the creation of government funding mechanisms which do not involve any commitment to any specific project which may cause significant effect on the environment, is not defined as a “project” under CEQA.

Therefore, approval of the fees and/or charges is not a “project” for purposes of CEQA, pursuant to CEQA Guidelines, § 15378(b)(4); and, even if considered a “project” under CEQA, is exempt from CEQA review pursuant to CEQA Guidelines § 15061(b)(3) because it can be seen with certainty that there is no possibility that approval of the fees and/or charges may have a significant effect on the environment.

8. The Schedule of Fees and Service Charges, set forth in Exhibit A, may be revised, amended, or updated from time to time by resolution or ordinance of the City Council.

I HEREBY CERTIFY that the foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Redding on the 18th day of August, 2026, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:
_____________________________________
MIKE LITTAU, Mayor
Attest: Form Approved:
______________________________ ____________________________________ SHARLENE TIPTON, City Clerk BENJAMIN L. STOCK, Interim City Attorney Packet Pg. 351 Attachment: Resolution (6.1--Public Hearing - Adjusting the City's Schedule of Fees & Service Charges)

CITY OF REDDING

SCHEDULE OF FEES AND SERVICE CHARGES
Fiscal Year 2026-27
2025-26 2026-27 Last Changed
Type of Fee or Adopted Proposed Additional Information Inflation Resolution or Authority Service Charge Fee Fee Indicator Ordinance
-

CITY MANAGER
Retail Cannabis Sales RFP fee 1,268.00 1,304.00 CPI Reso 2018-036 R.M.C. 6.12 Dog License Fee
Unaltered
1-year license 30.00 30.00 Reso 2007-175
2-year license 57.00 57.00 5% Savings of 2 1-year lic. Reso 2007-175 3-year license 85.50 85.50 5% Savings of 3 1-year lic. Reso 2007-175 Spayed or neutered
1-year license 15.00 15.00 50% Savings of Unaltered 1 year lic Reso 2007-175 2-year license 28.50 28.50 5% Savings of 2 1-year lic. Reso 2007-175 3-year license 42.75 42.75 5% Savings of 3 1-year lic. Reso 2007-175 Replacement tag 5.00 5.00 Reso 2007-175
Fees to seniors (60 or Older) 50% of stated fees 50% of stated fees Reso 2006-90 Partial year (after 12/31), 1-year license only 50% of stated fees 50% of stated fees Reso 2006-90 Late Penalty Fee 15.00 15.00 Reso 2006-90
Dep. for redemption of impounded dog when rabies 25.00 25.00 Ord. 1960 vaccine is required
Redemption of animal (dog or cat impounded)
First time NA 10.00
Second time within one year NA 20.00
Each time after the second time within one year NA 25.00 Dog Kennel License
0-10 dogs 64.00 64.00 Reso 2009-110
11 or more dogs 128.00 128.00 Reso 2009-110
Dog Kennel License Penalty Fee 21.00 21.00 Reso 2009-110 Dangerous Dog Licensing Fee 100.00 100.00 Reso 2009-110 R.M.C. 7.13 Community Room / Plaza -
Includes trash charge, tables and chairs as specified, whiteboard / easel and podium
Private Party Rates:

Full Day: 7 am to midnight * 449.00 437.00 Includes 5 tables and 25 chairs CPI Reso 2020-082 548.00 533.00 Includes 10 tables and 75 chairs CPI Reso 2020-082 630.00 613.00 Includes 15 tables and 100 chairs CPI Reso 2020-082 Half Day: Any combination of between two and eight hours * 335.00 326.00 Includes 5 tables and 25 chairs CPI Reso 2020-082 449.00 437.00 Includes 10 tables and 75 chairs CPI Reso 2020-082 521.00 507.00 Includes 15 tables and 100 chairs CPI Reso 2020-082 Minimum Day (up to 2 hours) * 140.00 136.00 Includes 5 tables and 25 chairs CPI Reso 2020-082 260.00 253.00 Includes 10 tables and 75 chairs CPI Reso 2020-082 335.00 326.00 Includes 15 tables and 100 chairs CPI Reso 2020-082 * - All Private Party Rates represent non-weekend dates. Private Party Rates for weekends increase by $100 of stated rate.

Government and Non-profit rates
Full Day: 7 am to midnight 283.00 275.00 Includes 5 tables and 25 chairs CPI Reso 2020-082 407.00 396.00 Includes 10 tables and 75 chairs CPI Reso 2020-082 492.00 478.00 Includes 15 tables and 100 chairs CPI Reso 2020-082 Half Day: Any combination of between two and eight hours * 210.00 204.00 Includes 5 tables and 25 chairs CPI Reso 2020-082 335.00 326.00 Includes 10 tables and 75 chairs CPI Reso 2020-082 407.00 396.00 Includes 15 tables and 100 chairs CPI Reso 2020-082 Minimum Day (up to 2 hours) 100.00 97.00 Includes 5 tables and 25 chairs CPI Reso 2020-082 228.00 222.00 Includes 10 tables and 75 chairs CPI Reso 2020-082 283.00 275.00 Includes 15 tables and 100 chairs CPI Reso 2020-082 Cleaning / Damage deposit 350.00 340.00 CPI Reso 2020-082 Council Chambers (Government Only) 38.00 39.00 Per Hour CPI Reso 2020-082

CITY TREASURER
Residential Parking Permit 84.00 86.00 Per Quarter CPI Reso 2020-056 Senior Discount 41.00 42.00 Per Quarter CPI Reso 2020-056

COMMUNITY SERVICES - RECREATION DIVISION
NOTE: For all Community Services Department reservations the following fees will apply when applicable:

Additional Labor 56.00 56.00 Per Hour CPI Reso 2020-082 Proposition 4 Cancellation Fee Charged on all Refunds 7.00 10.00 Reso 2014-069 Cleaning/Damage Deposit (If Required) 433.00 445.00 CPI Reso 2020-082 Proposition 4 Baseball / Softball Fields:

Preparation Fee per Field 40.00 40.00 CPI Reso 2025-048 Light Fee Per Field 12.00 12.00 CPI Reso 2020-082 Proposition 4 Use Fee - Per 2 Hour Session 48.00 49.00 2 hour minimum CPI Reso 2020-082 Tiger Field
Light Fee 62.00 60.00 Per Reservation CPI Reso 2020-082 Proposition 4 Use Fee - Per Game 239.00 246.00 CPI Reso 2020-082
Soccer Fields:

Light Fee 12.00 12.00 CPI Reso 2020-082 Proposition 4
Use Fee - Per 2 Hour Session Per Field 48.00 49.00 2 hour minimum CPI Reso 2020-082 Lake Redding Park Sand Volleyball Courts
Use Fee - Per 1 Hour Session Per Court 17.50 18.00 1 hour minimum CPI Reso 2025-048 Pickle Ball Court
Use Fee for 3 courts - Per 2 Hour Session 48.00 49.00 2 hour minimum CPI Reso 2020-082 Use Fee for 6 courts - Per 2 Hour Session 94.00 97.00 2 hour minimum CPI Reso 2025-048 Enterprise Roller Hockey Rink
Use Fee - Per 2 hour block 48.00 49.00 2 hour minimum CPI Reso 2020-082 Park Site and Trail Reservation Fee per session (Except Lake Redding Gazebo & Pavilion, Whistle Stop Park, Sculpture Park and River Front Park Amphitheatre): 62.00 60.00 CPI Reso 2020-082
Diestelhorst Bridge 154.00 150.00 CPI Reso 2024-059
Whistle Stop Park - Nonprofit NA 250.00 Per Session
Lake Redding Gazebo & Pavilion 109.00 106.00 Per Day CPI Reso 2024-059 Sculpture Park
Per Day 308.00 300.00 CPI Reso 2020-082 Proposition 4
Restroom - only available with Sculpture Park reservation 38.00 37.00 Per Hour CPI Reso 2021-076 Caldwell Recreation Center:

Rental Fee (All day use during normal park hours; $222.50 due when making reservations with a completed Rental Application and $222.50 due 60 days prior to the event or at the time of making the reservation if less than 30 days prior to the event.)
563.00 548.00 CPI Reso 2024-059 Proposition 4
Caldwell Park Teen Center: NA 50.00 Per hour
Class Cancellation Fee 7.00 10.00 Per Individual Per Session Reso 2007-175 With current license and rabies vaccination
R.M.C. 7.12
R.M.C. 7.12
Ord. 2635 R.M.C. 7.16