Redding City Council
April 16, 2024

REVISED APRIL 14, 2024, at 1:30 p.m.: Item 9.4(a) – attached an updated Comment Letter from the Mayor.

Agenda
Regular Meeting
Redding City Council
Council Chambers
777 Cypress Avenue, Redding, CA
April 16, 2024
6:00 PM

1. CALL TO ORDER - MAYOR TENESSA AUDETTE
A. Pledge of Allegiance
B. Invocation - Reverend Ken Ficklin, Unity in Redding
C. Roll Call

3. PUBLIC COMMENT - for non-agendized matters within the city’s jurisdiction.

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 fill out a Speaker Request Form and submit it to the City Clerk 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.

PURSUANT TO THE BROWN ACT, CITY COUNCIL CANNOT TAKE ACTION ON PUBLIC

COMMENT ITEMS
The City Council will allocate up to a maximum of three minutes per speaker for 30 minutes total, at the beginning of the meeting for Public Comment for non-agendized matters within the City’s jurisdiction.

The Mayor will determine the order of the speakers. If 30 minutes is not adequate to accommodate all of the individuals who have submitted a Speaker Request Form to the City Clerk, the Council will trail this item to the end of the open session agenda. The remaining speakers will address the City Council at that time.

If anyone wishes to address the City Council on any item considered at this meeting before or during Council’s consideration of that item, please fill out a blue Speaker Request Form, located in the lighted alcoves at the back of the Council Chambers, and submit it to the City Clerk. The City Council will allocate up to a maximum of three minutes per speaker for each agenda item. Staff reports are available on-line at the City’s web site at www.cityofredding.gov or in the Public View binder located on the podium at the north side of the Chambers.

PLEASE SILENCE YOUR CELL PHONES. THANK YOU.

Redding City Council April 16, 2024

4(b). Accept City of Redding Accounts Payable Register No. 9; and Payroll Register Nos. 18 and 19.
4(c). Adopt Ordinance No. 2668, an ordinance of the City of Redding amending Redding Municipal Code Title 18 (Zoning), Chapter 18.51 (Floodplain Overlay District), by amending sections 18.51.020 (Basis for establishing areas of special flood hazard), 18.51.030 (General Provisions), 18.51.080 (Construction Standards), 18.51.150 (Non-conforming uses in the floodway or floodplain), and

18.51.190 (Variances).

4.1(a). Authorize the Mayor to sign a letter to the California Energy Commission indicating the City of Redding’s support of Shasta County in its opposition to the proposed Fountain Wind Project in Shasta County.

4.1(b). Authorize the Mayor to send a Letter of Support to United States Congressman Doug LaMalfa for funding support to purchase equipment for Simpson University’s new Aviation and Aviation Management Bachelor programs.

4.2(a). Approve a Lease Agreement with Mark Legarra for Executive Hangar No. 6 at the Redding Regional Airport for a five-year term, at $911 per month adjusted annually based on consumer price index, with the total five year estimated value of the lease to be $56,000, assuming target inflation of two percent; and authorize the Mayor, to sign and execute the agreement.

4.5(a). Approve modification to City of Redding Purchase Order PUR000922 for Padmount Distribution Transformers to Emerald Transformer to increase the original amount of $206,121.09 by $11,175.00 for a new total amount of $217,296.09, due to additional freight charges not included in the initial approval.

4.11(a). Approve an increase to Bid Negotiation No. 5400, Trinity Street Bikeway Project’s contingency budget in the amount of $344,983.60.

4.15(a). Adopt Resolution proclaiming April 21, 2024, through April 27, 2024, as Volunteer Appreciation Week in the City of Redding, in appreciation of 39,258 hours of service contributed by City Volunteer Program participants in calendar year 2023.

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

Redding City Council April 16, 2024

9. REGULAR CALENDAR: REPORTS & COMMUNICATIONS OF DEPARTMENTS,

BOARDS, COMMISSIONS AND COMMITTEES
Development Services

9.4(a). Consider submission of comments regarding the Redding Rancheria Fee-ToTrust and Casino Project Final Environmental Impact Statement.

Recommendation:

Authorize the Mayor to formally submit comments regarding the Redding Rancheria Fee-To-Trust and Casino Project Final Environmental Impact Statement to the U.S.

Department of the Interior Bureau of Indian Affairs.

9.4(b). Consider report regarding the terms and qualifications of the City of Redding Planning Commission's members.

Recommendation:

Accept the report providing the City of Redding Planning Commission’s members, their appointment terms, and their qualifications as listed on their applications.

Further, provide staff direction as deemed necessary by the City Council.

Police

9.9(a). Oral update regarding Body Worn Cameras for the Redding Police Department.

Recommendation:

Informational only.

Redding City Council April 16, 2024

Public Works

9.11(b). Consider update to the Downtown Redding Parking Program to include proposed changes, and adopt Resolution to amend the City of Redding Traffic Control Map.

Recommendation:

Authorize the following actions relative to the City of Redding’s Downtown Parking Program:
(1) Accept the Downtown Redding parking oral report;
(2) Adopt Resolution to amend the Traffic Control Map as noted on Exhibit A and below:
(a) Modify certain areas of Oregon Street, between Tehama and Yuba Streets from a two-hour parking zone to a four-hour parking zone; (b) On both sides of Yuba Street from Oregon Street to Railroad Avenue, modify the two-hour parking zone to a free 30-minute parking zone; (c) Modify the 12-minute parking zone on the east side of Oregon Street, to the north of Placer Street to include ten, two-hour parking stalls and five, free 30-minute parking stalls;
(d) Add a loading zone for the two parking stalls on the north side of Shasta Street to the immediate east of Market Street; and
(3) Find that the action is exempt from environmental review under the California Environmental Quality Act pursuant to 14 CCR 15601(b)(3) (Common Sense Exemption).

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 April 16, 2024

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. Video of the City Council meetings can also be viewed on the City’s web site at http://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
Accept City of Redding Accounts Payable Register No. 9; and Payroll Register Nos. 18 and 19.

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. 9 for the period March 1, 2024 – March 31, 2024, in the amount of $21,859,071.53.

Payroll:
(1) Register No. 18 for the period February 18, 2024 – March 02, 2024, in the amount of $4,804,675.81 and Register No. 19 for the period March 03, 2024 – March 16, 2024, in the amount of $4,745,045.78.

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

MEETING DATE: April 16, 2024
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. 6
Report to Redding City Council April 1, 2024
Re: 4(b)--Accounts Payable and Payroll Registers Page 2 Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 Packet Pg. 7
Packet Pg. 8
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 9
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 10
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 11
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 12
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 13
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 14
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 15
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 16
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 17
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 18
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 19
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 21
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 22
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 24
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 28
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 30
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 31
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 37
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 42
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 45
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 47
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Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 49
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 50
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 51
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 52
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 53
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 54
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 55
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 56
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers) Packet Pg. 57
Attachment: Accounts Payable Register No. 9 and Payroll Register Nos. 18 & 19 (4(b)--Accounts Payable and Payroll Registers)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Adopt Ordinance No. 2668, an ordinance of the City of Redding amending Redding Municipal Code Title 18 (Zoning), Chapter 18.51 (Floodplain Overlay District), by amending sections

18.51.020 (Basis for establishing areas of special flood hazard), 18.51.030 (General Provisions),

18.51.080 (Construction Standards), 18.51.150 (Non-conforming uses in the floodway or floodplain), and 18.51.190 (Variances).

Attachments
^Ordinance No. 2668
MEETING DATE: April 16, 2024
ITEM NO. 4(c)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4(c)--Adopt Ordinance No. 2668 regarding Rezoning Application RZ-2024- 00163, by the City of Redding.

Jeremy Pagan, Development
Services Director/Bldg
Official
Packet Pg. 58
First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)

DRAFT NEW ORDINANCE
ORDINANCE NO. 2668
AN ORDINANCE OF THE CITY OF REDDING AMENDING TITLE 18
(ZONING), CHAPTER 18.51 (FLOODPLAIN OVERLAY DISTRICT), BY AMENDING SECTIONS 18.51.020 (BASIS FOR ESTABLISHING AREAS OF SPECIAL FLOOD HAZARD), 18.51.030 (GENERAL PROVISIONS),

18.51.080 (CONSTRUCTION STANDARDS), 18.51.150 (NONCONFORMING USES IN THE FLOODWAY OR FLOODPLAIN), AND

18.51.190 (VARIANCES)
WHEREAS, the Planning Commission held a duly noticed public hearing pertaining to the attached amendments to Redding Municipal Code Title 18, Zoning, on February 27, 2024, and recommended that the City Council adopt said amendments; and WHEREAS, the City Council held a duly noticed public hearing on April 2, 2024, prior to the first reading of this Ordinance;

NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF REDDING DOES ORDAIN AS FOLLOWS:

Section 1. Title 18 (Zoning), Chapter 18.51 (Floodplain Overlay District), Sections

18.51.020 (Basis for Establishing Areas of Special Flood Hazard), 18.51.030 (General Provisions),

18.51.080 (Construction Standards), 18.51.150 (Nonconforming Uses in the Floodway or Floodplain), and 18.51.190 (Variances) is hereby amended to read as follows:

18.51.020 Basis for Establishing Areas of Special Flood Hazard The areas of special flood hazard identified by the Federal Emergency Management Agency (FEMA) in the Flood Insurance Study (FIS) for Shasta County, California and Incorporated Areas dated December 16, 2021, and accompanying Flood Insurance Rate Maps (FIRMS) and all subsequent amendments and/or revisions, are hereby adopted by reference and declared to be a part of this ordinance. The FIS and attendant mapping are the minimum area of applicability of this ordinance and are supplemented by the Citywide Storm Drain Master Plan by Montgomery-Watson Engineers dated October 1993. These studies may be further supplemented by the Floodplain Administrator based upon the best available information, which may include any base flood elevation and floodway data available from a federal or state agency, other flooding studies, measured high-water elevations from historic flooding events, local topography, or other available information accepted by the City Engineer. The FIS, FIRMs, Montgomery-Watson drainage study and any other special studies are on file at the Development Services Department, 777 Cypress Avenue, Redding, California 96049-6071.

18.51.030 General Provisions
A. Applicability
Packet Pg. 59
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)
The regulations of this chapter provide seven levels of protection within and along waterways of the "FP" Floodplain Overlay District by (1) generally prohibiting development within the floodway, (2) allowing only limited use and development in the flood fringe, (3) regulating uses and development on properties contiguous to the flood fringe and outside of the floodplain, which do not meet the minimum protection standards, (4) reviewing proposed development located in designated scenic corridors, (5) reviewing all development permits to determine that the permit requirements of this chapter have been satisfied, (6) reviewing all permits to determine that the site is reasonably safe from flooding, and (7) reviewing all development permits to determine if the proposed development adversely affects the flood-carrying capacity of the area of special flood hazard.

Accordingly, the regulatory scope of this chapter is as follows:

1. These regulations and standards shall be applied uniformly to all lots which, after considering evidence from flood experience and engineering studies, are deemed subject to inundation by a 100-year flood or are within the "FP" District of the City limits. These regulations and standards are recommended for all lots meeting the same criteria within the City's sphere of influence.

2. These regulations and standards shall apply to land outside the FEMA floodplain but within the "FP" District if the Planning Commission determines that the proposed development or use of the property bears relationship to the floodplain, has an unprotected lowest floor level of less than two (2) feet above the 100-year flood elevation, may adversely affect a designated scenic corridor, or is in an area where a potential of bank undermining exists.

3. Property that is determined to be contiguous to, within, or partially within the floodplain subsequent to the adoption of this chapter is automatically subject to the regulations of the "FP" District without further consideration by the Planning Commission and City Council and shall be considered as if already zoned "FP" District.

4. Ensure that floodplain development does not unnecessarily adversely affect a scenic corridor or riparian habitat.

B. Interpretation

1. Except as provided for in this chapter, all development and uses in the base floodplain, including grading and fill, are prohibited without approval as specified herein.

2. Any development within the floodplain, as determined by FEMA or higher floodplain elevation adopted by the Citywide Storm Drain Master Plan, shall comply with the standards of Section 60.3(a, b, c, and d) and Section 60.6(a) of the Rules and Regulations of the National Flood Insurance Program (44 CFR 59), incorporated herein by reference; the development standards of this chapter; and any conditions of approval applied to the development.

Packet Pg. 60
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)

3. Where there appears to be a conflict between a mapped boundary and actual field conditions and the conflict cannot be attributed to fill material being deposited to alter the elevations, the Floodplain Administrator and City Engineer may make interpretations, where needed, as to the exact location of the boundary of the floodway and 100-year floodplain consistent with the purpose of this chapter. Any person contesting the location of the boundary shall be given a reasonable opportunity to appeal the interpretation to the Planning Commission. Such appeals shall be reviewed consistent with the variance and exception procedures of Title 44, Section 60.6 of the Rules and Regulations of the National Flood Insurance Program (44 CFR 59, etc.). All costs for information necessary to make an interpretation shall be borne by the property owner and shall follow the procedures listed in Section 18.51.100.

4. Backwater areas along streams, which rise or fall with the level of water in the adjacent stream, are considered to be within the base floodplain of the adjacent creek or stream unless proven by a registered hydrologist/ engineer that these water levels are not the same level as the base flood of the adjacent stream and may have a base floodplain of their own.

5. When base flood elevation data has not been provided by federal, state, or local agencies, the owner shall be responsible for obtaining the information in accordance with Section 18.51.100.

6. The Transportation and Engineering Department and Development Services Department will review proposed development to ensure that all necessary permits have been received from those governmental agencies from which approval is required by federal or state law, including Section 404 of the Federal Water Pollution Control Act Amendments of 1972 and CDFG's 1601 or 1603 Agreements.

C. Department Records

1. In addition to the requirements of the building code and these regulations, and regardless of any limitation on the period required for retention of public records, the Floodplain Administrator shall maintain and permanently keep and make available for public inspection all records that are necessary for the administration of these regulations.

18.51.080 Construction Standards
Any structures or construction activities within the flood fringe or floodway shall be subject to the following:

A. Construction, General

1. No construction or grading is to limit the capacity of the floodway or increase the base flood elevation unless the following requirements are met:

Packet Pg. 61
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)
a. Revision to the Flood Insurance Rate Map is prepared by the applicant's engineer and is adopted by FEMA in accordance with 44 CFR 65 to incorporate the increase in the base flood elevation.
b. Appropriate legal documents are prepared in which all property owners affected by the increased base flood elevations consent to the impacts on their property.

B. Anchoring

1. All new construction and substantial improvements subject to a 100-year flood shall be anchored to prevent flotation, collapse, or lateral movement of the structure.

C. Construction Materials and Methods

1. All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage and flood-resistant materials, as specified in FEMA Technical Bulletin 2-93 entitled, Flood-Resistant Materials Requirement, when subject to a 100-year flood.

2. All new construction and substantial improvements shall use methods and practices that minimize flood damage.

3. All nonstructural elements that function as a part of the structure, such as furnace, hot-water heater, air conditioner, electrical equipment, plumbing fixtures, and other service facilities shall be elevated to one foot above the base flood elevation or to the depth number specified on the Flood Insurance Rate Map (FIRM) or the Citywide Storm Drain Master Plan (whichever is more restrictive), plus one foot.

D. Elevation and Flood-Proofing

1. Residential construction, and accessory structures thereto, including new or substantial improvement in flood zones A, AE, AO, or A1-30, shall have the lowest floor, including basement and machinery and equipment servicing the building, elevated a minimum of one foot above the base flood elevation, as determined by the FIRM maps, by the method in Section 18.51.100, or by the Citywide Master Storm Drain Study by Montgomery-Watson Engineers, whichever is more restrictive. The elevation of the lowest floor, including the basement, shall be certified by a registered professional engineer or licensed land surveyor per Section

18.51.080(D)(4) and (5). Said certification shall be submitted to the development services department for approval and to verify that certification requirements have been met.

2. Nonresidential construction, including new or substantial improvement, shall either be elevated consistent with subsection (D)(1) of this section or together with attendant utility and sanitary facilities shall be required to do the following:
a. Be floodproofed below the elevation required under Section Packet Pg. 62
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)

18.51.080(D)(1) of this section so that the structure is watertight with walls substantially impermeable to the passage of water.
b. Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy.
c. Be certified by a registered professional engineer, licensed land surveyor, or architect that the standards of this subsection and the standards required in FEMA Technical Bulletin 3-93, entitled Nonresidential Flood Proofing Requirements and Certification are satisfied. Such certifications shall be provided to the City's Development Services Department.

3. All new construction and substantial improvement with fully enclosed areas below the lowest floor (excluding basements) that are usable solely for parking of vehicles, building access, or storage and which are subject to flooding shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must meet the specifications in the FEMA Technical Bulletins 1-93 and 7-93, entitled Openings in Foundation Walls and Wet Flood proofing Requirements, respectively, and/or exceed the following minimum criteria:
a. Be certified by a registered professional engineer or architect. b. Have a minimum of two openings on different sides of the structure, having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding. The bottom of all openings shall be no higher than one foot above grade. Openings may be equipped with screens, louvers, valves, or other coverings or devices, provided that they permit the automatic entry and exit of floodwaters.

4. An Elevation Certificate for residential construction (FEMA Form FF-206-FY-22- 152) of the lowest adjacent grade and lowest floor, based on construction drawings, shall be required prior to issuance of a building permit. Prior to pouring a foundation, the engineer shall provide written verification that the foundation form elevations are consistent with elevations shown on approved construction drawings.

A second certification of the elevation of the lowest floor and utilities is required at the time of finished construction prior to final building permit approval (prior to occupancy). The Elevation Certificates must be prepared by a licensed land surveyor, registered professional engineer, or architect who is authorized by state or local law to certify elevation and shall be approved by the Development Services Department. Failure to submit elevation certification shall be cause to issue a stopwork order for a project.

5. An Elevation Certificate (FEMA Form FF-206-FY-22-152) or a nonresidential Flood Proofing Certificate (FEMA FF-206-FY-22) for nonresidential construction is required prior to issuance of a building permit. Prior to pouring a foundation, the engineer shall provide written verification that the foundation form elevations are consistent with elevations shown on approved construction drawings. A second Packet Pg. 63
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)
Elevation Certificate is required at the time of finished construction, prior to the final building permit.

E. Substantial improvement and substantial damage determinations.

For applications for building permits to improve buildings and structures, including alterations, movement, repair, additions, rehabilitations, renovations, substantial improvements, repairs of substantial damage, and any other improvement of or work on such buildings and structures, the Floodplain Administrator, in coordination with the Building Official, shall:

1. Estimate the market value, or require the applicant to obtain a professional appraisal prepared by a qualified independent appraiser, of the market value of the building or structure before the start of construction of the proposed work; in the case of repair, the market value of the building or structure shall be the market value before the damage occurred and before any repairs are made.

2. Compare the cost to perform the improvement, the cost to repair the damaged building to its pre-damaged condition, or the combined costs of improvements and repairs, where applicable, to the market value of the building or structure.

3. Determine and document whether the proposed work constitutes substantial improvement or repair of substantial damage.

4. Notify the applicant when it is determined that the work constitutes substantial improvement or repair of substantial damage and that compliance with the flood resistant construction requirements of the building code is required and notify the applicant when it is determined that work does not constitute substantial improvement or repair of substantial damage.

F. Standards for Utilities

1. All new and replacement water-supply and sanitary-sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the system and discharge from systems into floodwaters.

2. On-site, waste-disposal systems shall be located to avoid impairment to them or contamination from them during flooding.

G. Standards for Levees

1. Design criteria for levees shall incorporate adequate design, operation, and maintenance systems to provide protection from the base flood. The following requirements must be met:
a. Freeboard. Riverine levees must provide a minimum freeboard of three (3) feet above the water-surface level of the base flood. An additional one foot above the minimum is required within one-hundred (100) feet of either side Packet Pg. 64
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)
of structures (such as bridges) riverward of the levee or wherever the flow is constricted. An additional one-half (½) foot above the minimum at the upstream end of the levee, tapering to not less than the minimum at the downstream end of the levee, is also required.
b.

H. Standards for Manufactured Homes

1. All manufactured homes that are placed or substantially improved within Zones A, AO, A1-30, AE, or AH on the Flood Insurance Rate Map or in the 100-year floodplain as identified on the Citywide Storm Drain Master Plan shall be elevated on a permanent foundation such that the lowest floor of the manufactured home, including machinery or equipment servicing the building, is elevated at least one foot above the base floodplain elevation and be securely fastened to an adequately anchored foundation system to resist flotation collapse and lateral movement.

18.51.150 Nonconforming Uses in the Floodway or Floodplain A. Floodway
If any nonconforming use or structure within the floodway is destroyed by any means, including floods to an extent of fifty percent (50%) or more of its market value as defined in Section 18.51.020, it shall not be reconstructed.

B. Flood Fringe
Within the flood fringe, a structure may be reconstructed pursuant to the Nonconforming Uses, Structures Section of the City's Zoning Code, provided that upon reconstruction, the structure is adequately and safely flood proofed, elevated, or otherwise protected in conformity with the requirements of this ordinance.

18.51.190 Variances
A. The Planning Commission shall hear requests for variances from the requirements of this chapter.

B. Those aggrieved by the decision of the Planning Commission may appeal such decision to the City Council.

C. In considering a variance application, the Planning Commission shall consider all technical evaluations, all relevant factors, standards, etc., specified in other sections of this chapter, and:

1. The danger that materials may be swept onto other lands to the injury of others.

2. The danger to life and property due to flooding or erosion damage.

3. The susceptibility of the proposed facility and its contents to flood damage and the Packet Pg. 65
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)
effect of such damage on the individual owner.

4. The importance of the services provided by the proposed facility to the community.

5. The necessity to the facility of a waterfront location, where applicable.

6. The availability of alternative locations for the proposed uses that are not subject to flooding or erosion damage.

7. The compatibility of the proposed use with existing and anticipated development.

8. The relationship of the proposed use to the comprehensive plan and floodplain-management program for that area.

9. The safety of access to the property in times of flood for ordinary and emergency vehicles.

10. The expected heights, velocity, duration, rate of rise, and sediment transport of the floodwaters and the effects of wave action, if applicable, expected at the site.

11. The costs of providing governmental services during and after flood conditions, including maintenance and repair of public utilities and facilities, such as sewer, gas, electrical, water system, and streets and bridges.

D. Upon consideration of the factors of Section 18.51.190(C) and the purpose of this chapter, the Planning Commission may attach such conditions to the granting of variances as it deems necessary to further the purpose of this chapter.

E. The Floodplain Administrator shall maintain the records of all appeal actions and report any variances to the Federal Insurance Administration of the Federal Emergency Management Agency in the biennial report.

F. Conditions for Variances:

1. Variances may be issued for the repair, rehabilitation, or restoration of structures listed on the National Register of Historic Places or the State Inventory of Historic Places, provided that the proposed repair, rehabilitation, or restoration will not preclude the structure's continued designation as an historic structure and the variance is the minimum necessary to preserve the historic character and design of the structure.

2. Variances shall not be issued within any designated floodway if any increase in flood levels during the base flood discharge would result.

3. Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.

4. Variances shall only be issued upon:

Packet Pg. 66
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)
a. A showing of good and sufficient cause, such as renovation, rehabilitation, or reconstruction. Variances issued for economic considerations, aesthetics, or because variances have been used in the past, are not good and sufficient cause.
b. A determination that failure to grant the variance would result in exceptional hardship to the applicant.
c. A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, or extraordinary public expense; create nuisances; cause fraud on or victimization to the public; or conflict with existing local laws or ordinances.

5. Any applicant to whom a variance is granted shall be given written notice that the structure will be permitted to be built with a lowest floor elevation below the base flood elevation and that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced lowest floor elevation. It is recommended that a copy of the notice be recorded by the Floodplain Administrator in the Office of the Shasta County Recorder and be recorded in a manner so that it appears in the chain of title of the affected parcel of land.

Section 2. Severability. If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason held by a court of competent jurisdiction to be invalid or unconstitutional, such decision shall not affect the validity of the remaining portions of the ordinance. The City Council of the City of Redding hereby declares that it would have passed this ordinance and each section, subsection, sentence, clause and phrase thereof irrespective of the fact that one or more sections, subsections, sentences, clauses or phrases may be held invalid or unconstitutional.

Section 3. The passage of this ordinance is not a “project” according to the definition in the California Environmental Quality Act, and therefore is not subject to the provisions requiring environmental review.

Section 4. This ordinance shall take effect thirty (30) days after the date of its adoption, and the City Clerk shall certify to the adoption thereof and cause its publication according to law.

I HEREBY CERTIFY that the foregoing ordinance was introduced and read by the City Council of the City of Redding at a regular meeting on the 2nd day of April, 2024, and was duly read and adopted at a regular meeting on the ____ day of __________, 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:
_________________________________
TENESSA AUDETTE, Mayor
Packet Pg. 67
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,) First reading done: 4/02/2024 CC
For adoption on: 4/16/2024 5-0
CC agenda item #4(c)
ATTEST: FORM APPROVED:
______________________________ __________________________________ SHARLENE TIPTON, City Clerk CHRISTIAN M. CURTIS, City Attorney DATE ATTESTED: _________, 2024
Packet Pg. 68
Attachment: ^Ordinance No. 2668 (4(c)--Adopt Ordinance No. 2668, Amending Rezoning Application RZ-2024-00163,)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the Mayor to sign a letter to the California Energy Commission indicating the City of Redding’s support of Shasta County in its opposition to the proposed Fountain Wind Project in Shasta County.

Fiscal Impact
There is no fiscal impact with this action.

Alternative Action
The City Council could choose to not send the Letter of Opposition.

Background/Analysis
Shasta County Executive Officer, David Rickert, contacted the City of Redding along with the cities of Shasta Lake and Anderson to request the respective City Councils to consider submitting a Letter of Opposition regarding the Fountain Wind Project. The City of Shasta Lake approved this action at their April 2, 2024, City Council meeting. It is uncertain if the City of Anderson is considering taking action on the matter.

The Fountain Wind Project is a wind energy generation facility that is proposed in Shasta County on 2,855 acres of private land in the Montgomery Creek area. The project has been rejected by both Shasta County Planning Commission and Shasta County Board of Supervisors. The California Energy Commission has the authority to bypass local control per Assembly Bill 205.

MEETING DATE: April 16, 2024
ITEM NO. 4.1(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.1(a)--Letter of Support for Shasta County in its Opposition to the Fountain Wind Project in Shasta County
Jason Gibilisco, Management
Assistant to the City Manager
Packet Pg. 69
Report to Redding City Council April 10, 2024
Re: 4.1(a)--Letter of Opposition for the Fountain Wind Project Page 2 Assembly Bill 205 gives the California Energy Commission the authority to approve or deny renewable energy projects. Prior to the passing of this Bill, the authority belonged to local legislators. The Fountain Wind Project has been resurrected and is now being considered for approval by the State of California, circumventing local authority.

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 item is a routine agenda item.

Attachments
^Fountain Wind Project CA Energy Commission
Packet Pg. 70

Tenessa Audette
[email protected]
530.225.4447
April 16, 2024
Mr. Leonidas Payne, Project Manager
California Energy Commission
Environmental Office, 715 P Street, MS-15
Sacramento, CA 95814
via electronic mail: [email protected]
Subject: Opposition to the Fountain Wind Project in Shasta County Dear Mr. Payne and Members of the California Energy Commission, The City of Redding writes to express its support of Shasta County in its opposition to the proposed Fountain Wind Project in Shasta County, California. Shasta County has denied the approval of the project twice and the City of Redding opposes the California Energy Commission’s path to circumvent local authority.

Shasta County residents have a right to voice their concerns and oppose projects that have negative impacts to their quality of life. Shasta County has dedicated an immense amount of time to the Fountain Wind Project through its Planning Commission and Board of Supervisor meetings and the result was a denial of the project. The Shasta County residents demonstrated a strong opposition of the Fountain Wind Project.

The City of Redding supports local control and the local approval process. It is essential that all relevant stakeholders, including residents, are allowed to voice their concerns and have their input given strong attention during the decisionmaking process, and the local elected legislative bodies are the appropriate units of government that should be responsible for approving and denying local projects.

Thank you for your attention to this matter. The City of Redding trusts that the California Energy Commission will carefully evaluate the concerns and objections of the residents of Shasta County before making any further decisions regarding the Fountain Wind Project.

Sincerely,
Tenessa Audette
Mayor
City of Redding
Packet Pg. 71
Attachment: ^Fountain Wind Project CA Energy Commission (4.1(a)--Letter of Opposition for the Fountain Wind Project)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize the Mayor to send a Letter of Support to United States Congressman Doug LaMalfa for funding support to purchase equipment for Simpson University’s new Aviation and Aviation Management Bachelor programs.

Fiscal Impact
There is no fiscal impact to sending the attached letters of support.

Alternative Action
The City Council could choose to not send the letter of support.

Background/Analysis
Simpson University (Simpson) is seeking support for Community Project Funding to purchase necessary equipment for new Bachelor degree programs in Aviation and Aviation Management.

The funding will allow for Simpson to meet the growing demand for skilled professionals in the aviation industry.

The funding will help support the purchase of flight simulators and computer hardware that is associated with developing and implementing the programs. This will ensure that Simpson has the necessary resources to offer high quality education and training in Aviation science. This will also create opportunities for individuals seeking careers in fields such as firefighting, rescue operations, and agriculture.

The City of Redding has an ideal climate for flight training with its abundant sunshine. This would allow more students to attend Simpson University and strengthen the regional economy, and support workforce development.

MEETING DATE: April 16, 2024
ITEM NO. 4.1(b)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.1(b)--Letter of Support for Simpson University's Aviation Program Equipment Jason Gibilisco, Management
Assistant to the City Manager
Packet Pg. 72
Report to Redding City Council April 8, 2024
Re: 4.1(b)--Letter of Support for Simpson University Page 2 Council Priority/City Manager Goals
• This item is a routine agenda item.

Attachments
^Letter of Support for Simpson University - Aviation Equipment Packet Pg. 73
Tenessa Audette, Mayor
[email protected]
530.225.4447
April 16, 2024
The Honorable Doug LaMalfa
United States Congressman
408 Cannon House Office Building
Washington, D.C., 20515
Dear Congressman LaMalfa,
On behalf of the City of Redding, I am writing to express my support for Simpson University's Community Project Funding request to purchase the necessary equipment for the new Aviation and Aviation Management Bachelor programs. As a member of the community, I recognize the significance of this initiative and the potential positive impact it can have on our region.

The need for such a program is evident given the growing demand for skilled professionals in the aviation industry. With projections indicating a substantial shortage of pilots in the coming years, it is imperative that we take proactive steps to address this gap. Simpson University's proposed program not only aligns with this need but also leverages the unique advantages of our region, particularly its ideal climate for flight training.

This critical equipment will boost the new program to not only meet the demands of the commercial airline sector but also create opportunities for individuals seeking careers in fields such as firefighting, rescue operations, and agriculture. By offering both a professional flight track and an aviation management track, Simpson University ensures that graduates are well-equipped to pursue diverse career paths within the aviation industry.

By investing in this initiative, we have the opportunity to strengthen our regional economy, support workforce development, and empower individuals to pursue meaningful and rewarding careers in the aviation industry. Thank you for your attention to this matter.

Sincerely,
Tenessa Audette
City of Redding
Mayor
Packet Pg. 74
Attachment: ^Letter of Support for Simpson University - Aviation Equipment (4.1(b)--Letter of Support for Simpson University)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve a Lease Agreement with Mark Legarra for Executive Hangar No. 6 at the Redding Regional Airport for a five-year term, at $911 per month adjusted annually based on consumer price index, with the total five year estimated value of the lease to be $56,000, assuming target inflation of two percent; and authorize the Mayor, to sign and execute the agreement.

Fiscal Impact
The lease agreement is for a five-year term with rental payments set as established in the City of Redding (City) Master Fee Schedule. The Fiscal Year 2023-24 monthly rate for an executive hangar at the Redding Regional Airport is $911 per month adjusted annually based on consumer price index. The total value of the lease over the five-year term is estimated at $56,000 assuming target inflation of two percent.

Alternative Action
City Council may choose not to approve the lease agreement and provide alternative direction to City Staff.

Background/Analysis
The City is the owner and operator of the Redding Regional Airport (RDD) which provides services for general aviation and scheduled commercial air service traffic. In addition to services provided by Fixed Base Operators (FBOs) at the RDD, the airport offers aircraft storage space to members of the public. Aircraft storage at the RDD exists in the form of tie-down spaces, closed hangars, and other types of hangars including executive hangars. The airport may not unlawfully discriminate against airport users or provide certain forms of exclusive use to commercial operators, however, airport users interested in conducting a commercial operation at the airport must conform with airport standards and compliance policy, which includes the requirement to MEETING DATE: April 16, 2024
ITEM NO. 4.2(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.2(a)--Approve Lease Agreement between the City of Redding and Mark Legarra for Executive Hangar No. 6 at the Redding Regional Airport Steve Bade, Assistant City
Manager
Packet Pg. 75
Report to Redding City Council April 10, 2024
Re: 4.2(a)--Approve Lease Agreement Page 2
receive a commercial operating permit. To achieve this, the City executes a lease agreement and commercial operating permit document with the interested party while rental payments are set by the Master Fee Schedule.

Mark Legarra is the current tenant of Executive Hangar No. 6 at RDD and does business as Legarra Enterprises. The existing lease agreement and operating permit with Mark Legarra reached its term in October 2019 and has continued as a month-to-month agreement. This new agreement sets a term for the hangar occupancy and commercial operating permit and ties rental payments to the rate as established in the Master Fee Schedule. Under the new commercial operating permit Mark Legarra will be permitted to operate an engine rebuilding and restoration business within Executive Hangar No. 6 and provide aerial fire spotting based out of RDD for lumber companies.

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
• Budget and Financial Management – “Achieve balanced and stable 10-year Financial Plans for all funds.”
• 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.”
Attachments
Lease Agreement with Mark Legarra Executive Hangar No. 6 Packet Pg. 76
Packet Pg. 77
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 78
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 79
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 80
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 81
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 82
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 83
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 84
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 85
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 86
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 87
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 88
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 89
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 90
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 91
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 92
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 93
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement) Packet Pg. 94
Attachment: Lease Agreement with Mark Legarra Executive Hangar No. 6 (4.2(a)--Approve Lease Agreement)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve modification to City of Redding Purchase Order PUR000922 for Padmount Distribution Transformers to Emerald Transformer to increase the original amount of $206,121.09 by $11,175.00 for a new total amount of $217,296.09, due to additional freight charges not included in the initial approval.

Fiscal Impact
The procurement of transformers is classified as General System Improvements (GSI), encompassing expenses such as annual recurring expenditures for installing facilities required to provide reliable electric service. The necessary funds for the increased cost are available within the budget allocated for GSI in the current fiscal year.

Alternative Action
The City Council could choose not to authorize the request and provide alternative directions to staff regarding the procurement of transformers.

Background/Analysis
On November 29, 2023, purchase order PUR000922 was issued to Emerald Transformer as approved by the City Manager and subsequently ratified by the City Council. The purchase order included two 1000kVA transformers and one 500kVA transformer, each a surplus General Electric unit. This allowed REU to meet transformer-sourcing requirements for existing customer work orders while finalizing other transformer-sourcing initiatives.

The initial approval for purchase order PUR000922 for $206,121.09 did not include freight charges. Additional freight charges were noted in the original quote but were not included on PUR000922 due to staff oversight. Freight charges for transformers are expected and are the industry standard. Upon shipment and invoicing, Emerald Transformer included a $11,175.00 MEETING DATE: April 16, 2024
ITEM NO. 4.5(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount Distribution Transformers
Nick Zettel, Director of
Redding Electric Utility
Packet Pg. 95
Report to Redding City Council April 8, 2024
Re: 4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount Distribution Transformers Page 2
freight charge. This increases the total cost incurred to $217,296.09. As detailed in the original staff report, the procurement process and decision-making remain unchanged.

Environmental Analysis
This action does not fall under the scope of the California Environmental Quality Act, and no further environmental assessment is required.

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

Attachments
^PUR000922
^Emerald Transformer Invoice
^Initial Emerald Transformer Quote Related to PUR000922 ^Original Staff Report Related to the Purchase of Emerald Transformer Refurbished Transformers
Packet Pg. 96
Purchase Order PUR000922
Email:[email protected]
Contact #: (530) 225-4079
Order PUR000922
Contract Number
Order Date 29-NOV-2023
Change Order 0
Change Order Date 29-NOV-2023
Revision 0
Ordered 206,121.09 USD
USD = US Dollar
Sold To City of Redding
777 Cypress Ave
Redding, CA 96001
Supplier Emerald Transformer Los Angeles, LLC
5756 Alba Street
Vernon, CA 90058
Bill To City of Redding
777 Cypress Ave
Redding, CA 96001
Ship To Electric Utility - Building 2
20055 Viking Way
Redding, CA 96003
Notes Per quote number 00003850 dated November 9, 2023 by Hakim Hussein.

City of Redding Engineering contact: Wyatt Hopwood; [email protected]; (530) 339-7313 Delivery contact: Scott Cox; [email protected]; (530) 224-4329 **24-hour advance notice required prior to delivery***
Please submit invoices to [email protected] for prompt payment.

Customer Account Number Supplier Number Payment Terms Freight Terms FOB Shipping Method 10089 Net 30
Buyer Deliver To Contact
Michelle Kempley Natasha Rose
Phone 1-530-225-4137 E-mail: [email protected]
Line Item Price Quantity UOM Ordered Taxable
1 Three Phase Padmount 500 KVA
Transformer
50,937.50 Each
1 Each 50,937.50
Requested
1 Packet Pg. 97
Attachment: ^PUR000922 (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount Distribution Transformers) Purchase Order PUR000922
Proprietary and Confidential
Line Item Price Quantity UOM Ordered Taxable
12/03/2023
Line Total 50,937.50
2 Three Phase Padmount 1000
KVA Transformers
70,625.00 Each
2 Each 141,250.00
Requested
12/03/2023
Line Total 141,250.00
3 Sales Tax 13,933.59 Lump sum
Ship To
20055 Viking Way
Redding, CA 96003Shasta

UNITED STATES
1 Lump sum 13,933.59
Requested
Line Total 13,933.59
Total 206,121.09
2 Packet Pg. 98
Attachment: ^PUR000922 (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount Distribution Transformers) Purchase Order PUR000922
Proprietary and Confidential
City of Redding, CA: Purchase Order Terms and Conditions

1. GENERAL: If the goods and/or services ordered herein are as a result of either a formal Request for Quotation, Request for Proposal or Notice Inviting Bids then the Terms and Conditions set forth in this document are considered to be in addition to the requirements and specifications stated in the RFQ, RFP or NIB. To the extent that one set of Terms and Conditions may contradict the other, the requirements of the RFQ, RFP or NIB shall supercede the Terms and Conditions shown below. It is understood that all materials and/or services provided by Supplier/Contractor/Consultant (Supplier) shall conform to the applicable requirements of City Ordinances, and all applicable State and Federal Laws.

2. DELIVERY: Supplier shall deliver the items and/or services stated herein free from any and all claims, debts, or demands whatsoever. Deliveries shall be made as set forth in this order and any additional Specifications incorporated.

Delivery is defined as complete delivery in good order, at place designated in the Specifications/Purchase Order.

3. MISCELLANEOUS CHARGES: No charges for transportation, containers, packing, etc. will be allowed unless so specified in this order.

4. FREIGHT CHARGES: All shipments are F.O.B. - Destination, Supplier pays charges, unless specified otherwise in the body of this order. If City has agreed to pay freight it shall be prepaid and added to the invoice. In that case a copy of the paid express or freight bill must be attached to the invoice.

5. INDEMNITY: Supplier hereby agrees to protect, defend, indemnify and hold harmless, City, its officers, elected and appointed officials, employees, agents and volunteers from and against any and all claims, damages, losses, expenses, judgements, demands, penalties, fines, defense costs, and consequential damage or liability of any kind or nature, however caused, arising directly or indirectly out of the obligations or operations herein undertaken by Supplier, caused in whole or in part by any act or omission of the Supplier, 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. Supplier will conduct all defense at its sole cost and expense and the City shall have the right to approve or disapprove Supplier's legal counsel. City shall be reimbursed for all costs and attorneys' fees incurred by the 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 the indemnification to be provided by Contractor.

6. PATENT RIGHTS: Any equipment or service to be furnished hereunder shall not, either in construction, manufacture, use, sale or other particular, infringe any letters patent, copyright or registered trademark heretofore granted, and the Supplier 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, copyright or registered trademark and shall indemnify and save harmless the City from and against any and all liability, damage, loss or injury adjudged or sustained in any such claim or suit.

7. NONDISCRIMINATION CLAUSE: Except as provided in Section 12940 et seq. of the Government Code, Supplier shall not discriminate against any person because of his/her race, religious creed, color, national origin, ancestry, physical disability, mental disability, marital status, mental condition, or gender, nor refuse to hire or employ a person or to refuse to select the person for a training program leading to employment or to bar or 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 Supplier shall insert in all subcontracts for any work covered by this P. O. this nondiscrimination provision.

8. EXCISE TAX: If federal excise tax is applicable to the transaction, it must be clearly stated so and excluded from the price of the article. The City of Redding, as a government agency, is exempt from the payment of said tax and will issue an exemption certificate.

9. SALES AND USE TAXES: Sales and/or use tax must be shown on the invoice as a separate item.

10. 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. Upon agreement by the City that Force Majeure is applicable, Supplier shall not be held accountable for the delays directly related to the Force Majeure condition. When 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, 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. City shall not be liable for lost profits, implied or express damages or consequential damages.
3 Packet Pg. 99
Attachment: ^PUR000922 (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount Distribution Transformers) Purchase Order PUR000922
Proprietary and Confidential

11. INSPECTION AND ACCEPTANCE: Inspection and acceptance shall be at destination, unless otherwise provided.

Until delivery and acceptance, and after any rejections, risk of loss shall be on the Supplier unless loss results from the negligence of the City of Redding. Notwithstanding the requirement for any inspection and test contained in specifications applicable to this contract, except where specialized inspection or tests are specified solely for the City, the Supplier shall perform or have performed the inspection and tests required to substantiate that the supplies and services provided under the contract conform to the drawings, specifications, and contract requirements incorporated herein, including if applicable the technical specifications for the manufacturers' part numbers or products specified herein.

12. PAYMENTS: Payment terms are Net 30 unless otherwise agreed to by both parties. All Cash Discounts shall be taken and computed from the date of delivery or completion and acceptance of the material, or from the date of receipt 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 an 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 in the performance of that function may be terminated by the City at the end of the period for which funds are available. No payment will be made until the order has been delivered and accepted.

13. INVOICES: Invoices shall contain the following information: Supplier's Federal Tax I.D. number, purchase order number, invoice number and date, item number, description of supplies/services, quantities and units of measure, unit prices and extended totals. Bill of Lading number and weight of shipment will be shown for shipments on Government Bills of Lading.

14. WARRANTY: The Supplier agrees that the supplies/services furnished under this contract shall be covered by the most favorable commercial warranties the Supplier gives to any customer for such supplies/services, and that the rights and remedies provided herein are in addition to, and do not limit any rights afforded to the City by, any other clause of a contract awarded hereunder.

15. ASSIGNMENT OF CLAIMS: Claims for monies due or to become due under this contract shall be assigned only pursuant to prior written consent of the City Purchasing Officer or designated representative.

16. CONTRACT TERMINATION: The City may, by giving ten (10) calendar days written notice to the Supplier, 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 (30) calendar days written notice to Supplier, terminate the contract without cause.

17. GOVERNING LAW: Any action filed regarding the award of the Quote/ Bid/Proposal or Purchase Order 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.

18. ATTORNEYS' FEES AND COSTS: In any action by a party to enforce its rights hereunder, the nonprevailing party shall pay the prevailing party's legal costs and expenses (including reasonable attorneys' fees).

19. CHANGE ORDERS: The City reserves the right at any time to make written changes within the general scope of the contract. If any such changes cause an increase or decrease in the cost of, or in the time required for the performance of the contract, an equitable adjustment shall be made in the contract price, delivery schedule, or both. Any claim by Supplier for adjustment in this cause must be approved by the City's authorized representative(s) in writing (formal change order, amendment, or revision) before Supplier proceeds with such change 4 Packet Pg. 100 Attachment: ^PUR000922 (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount Distribution Transformers)

ITEM ID TX CL UNITS ORDERED SHIPPED UNIT PRICE EXTENSION 1% 10, Net 30 PUR000922

TERMS DESCRIPTION CUSTOMER PO NO SHIP VIA
3/20/2024 2/29/2024
SLS1 SLS2 DISC DUE DATE ORDER NO ORDER DATE SHIP NO

SHIP DATE

DUE DATE
2/19/2024
SN 2 00012807 2/19/2024
S
H
I
P
T
O
Redding Electric Utility
3611 Avtech Parkway
Redding, CA 96002
TOTAL DUE 217,296.09
S
O
L
D
T
O
RED18910
Redding Electric Utility
3611 Avtech Parkway
Redding, CA 96002
Emerald Transformer LA LLC
5756 Alba Street
Los Angeles, CA 90058-3808

UNITED STATES
(323)-277-2500
1 240004714RB
2/19/2024

INVOICE NO
PAGE

INVOICE DATE
1000 KVA 3PH PAD 0 EACH 2.0000 2.0000 70,625.000000 141,250.00 1000 KVA 3PH PAD
500 KVA 3PH PAD 0 EACH 1.0000 1.0000 50,937.500000 50,937.50 500 KVA 3PH PAD
192,187.50 0.00 11,175.00 13,933.59 0.00 217,296.09

TAXABLE NONTAXABLE FREIGHT SALES TAX MISC TOTAL
We appreciate your business.

TOTAL DUE 217,296.09
Please reference invoice number with payment - thank you!

REMIT TO
P.O. Box 676048
Dallas, TX 75267-6048
PNC Bank
One Financial Pkwy
Kalamazoo, MI 49009
ABA: 031207607
Acct: 80-2637-7822
Packet Pg. 101 Attachment: ^Emerald Transformer Invoice (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount Distribution Transformers) 2132 South 5th Avenue | Phoenix, Arizona 85003 | 800.908.8800 phone | www.emeraldtransformer.com November 9, 2023
Quote Number: 00003850
Wyatt Hopwood
City of Redding Electric Department
Dear Wyatt,
Thank you for considering Emerald Transformer for your transformer and electrical equipment needs. Emerald Transformer offers our clients a broad spectrum of transformer and electrical equipment service needs, along with environmental services, and can dispose of hazardous material at or through an Emerald Transformer-owned and operated facility. In addition to managing your transformer service needs, Emerald Transformer also provides:
• Electrical Equipment Refurbishment
• Facility Decontamination/Remediation Services
• PCB Contaminated Oil Retrofilling
• Transformer and Equipment Decommissioning-Including PCB Disposal • Oil Processing and Laboratory Analysis
• Transformer and Equipment Parts
• In-Field Technical Services
We appreciate the opportunity to be of service. If you have any questions regarding this proposal, please contact me at (206) 747-3771.

Sincerely,

Hakim Hussein
Account Representative
Emerald Transformer
Packet Pg. 102 Attachment: ^Initial Emerald Transformer Quote Related to PUR000922 (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount 2132 South 5th Avenue | Phoenix, Arizona 85003 | 800.908.8800 phone | www.emeraldtransformer.com Transformer Quote
Product Quantity Unit Price Subtotal
NEW Three Phase Padmount 500 KVA
➢ High Voltage (HV): 13200 Delta
➢ Phase: 3
➢ HV Bil: 95KV
➢ Taps: 14400/13800/13200/12870/12470/12000/11500
➢ Low Voltage (LV): 480Y/277
➢ LV Bil: 30KV
➢ Temperature Rise: 65°C
➢ Frequency: 60 Hz
➢ Cooling Class: ONAN
➢ Impedance: Standard
➢ Fluid Type: Oil
➢ HV Configuration: Dead Front, Loop Feed
➢ HV Bushing Style: 200 Amp Bushing Wells
➢ LV Bushing Style: 4 Hole
➢ Fusing: Bayonet 4 position
➢ Lbor switch
➢ Liquid Level Gauge
➢ Liquid Temperature Gauge
➢ Pressure Vacuum Gauge
➢ - PRV 1" Drain Valve with 3/8" Sampler
SHIPMENT: 5-6 WEEKS
WARRANTY: ONE YEAR
1 $50,937.50 $50,937.50
Product Quantity Unit Price Subtotal
NEW Three Phase Padmount 1000 KVA
➢ High voltage (HV): 13200
➢ Delta HV BIL: 95 KV
➢ Taps: 14400/13800/13200/12870/12470/12000/11500
➢ Low voltage (LV): 480Y/277
➢ LV BIL: 30 KV
➢ Temperature rise: 65°C
➢ Frequency: 60 Hz
➢ Cooling class: ONAN
➢ Phase: 3
➢ Impedance: standard
➢ Fluid type: oil
➢ HV configuration: dead front, loop feed
➢ HV bushing style: 200-amp bushing wells
➢ LV bushing style: 6-hole
➢ Fusing: bayonet
➢ 4-position LBOR switch
➢ Liquid level gauge
➢ Liquid temperature gauge
➢ Pressure vacuum gauge
➢ PRV 1" drain valve with 3/8" sampler
SHIPMENT: 5-6 WEEKS
WARRANTY: ONE YEAR
2 $70,625.00 $141,250.00
Packet Pg. 103 Attachment: ^Initial Emerald Transformer Quote Related to PUR000922 (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount 2132 South 5th Avenue | Phoenix, Arizona 85003 | 800.908.8800 phone | www.emeraldtransformer.com Estimated Total: $192,187.50
Shipping: Additional
Lead Time: 5 – 33 WEEKS ARO
Warranty: 1 YEAR
FOB: Destination

GENERAL TERMS & CONDITIONS
Except where superseded by an existing agreement, the following terms and conditions apply to this quoted business:
• Emerald Transformer guarantees rates are firm for 30 days and order times will vary from 6-12 weeks.
• If the customer cancels an order, the customer may incur cancellation and restocking fees. • Where modifications to the original transformer specifications become necessary, Emerald Transformer will obtain customer authorization for such modifications and a revised quoted price to fulfill order.
• Standard repair pricing includes a new PRV and gaskets. All other parts will be at additional cost. • Pricing unless otherwise reflected does not include transportation or offloading fees at customer site.

All rigging and removal from the truck/trailer is the responsibility of the customer. Customer is also responsible for loading the truck/ trailer when returning equipment. • Emerald Transformer’ standard credit terms are Net 30 days. • Interest will be charged at 1.5% per month or the maximum allowed by law for all past due amounts. • Local, state, and federal fees/taxes are not included and the customer is responsible to pay any such fees where applicable.
• This proposal is submitted contingent upon the right to negotiate mutually acceptable contract terms and conditions, which are reflective of the work contemplated, and an equitable distribution of the risks involved therein. In the event that such agreement cannot be reached, Emerald Transformer reserves the right to decline to enter into such an agreement without prejudice or penalty.

For order processing to proceed we ask that you acknowledge the quotation with a signature and provide the appropriate purchase order number.

Signed: \signature1\
Date: \date1\
Purchase Order Number: \customtext1 {“label”:”Purchase Order Number”}\ Packet Pg. 104 Attachment: ^Initial Emerald Transformer Quote Related to PUR000922 (4.5(a)--Request to Modify Purchase Order PUR000922 of Padmount

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve and ratify the City Manager approval of purchase order PUR000922 for Padmount Distribution Transformers to Emerald Transformer, in the amount of $206,121.09, for the City of Redding Electric Utility.

Fiscal Impact
Transformer purchases are included in the General System Improvements Fiscal Year 2023-25 Biennial Budget and the Aging Infrastructure Replacement Project for Electric Utility Line Construction Services. In the five-year plan presented to the City Council (Council), City of Redding Electric Utility (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 the proposed actions and provide alternative directions to staff regarding the procurement of transformers.

Background/Analysis
REU staff have been managing procurement options of distribution transformers during an ongoing nationwide supply chain shortage. Staff efforts to secure transformers through the conventional bidding process have been met with two- to three-year lead times, significantly delaying our ability to address the current shortage. Additionally, the City of Redding (City) is experiencing increased development and electric vehicle charger installation requests, further straining the current inventory of distribution transformers. Part of the current strategy for diversifying the supply chain of transformers is to spot-order refurbished transformers. Staff defines refurbished transformers as any transformer manufactured before the date it was offered to the City.

MEETING DATE: December 19, 2023
ITEM NO. 4.5(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.5(a)--Ratify Purchase Order PUR000922 of Padmount Distribution Transformers
Nick Zettel, Director of
Redding Electric Utility
Packet Pg. 105 Attachment: ^Original Staff Report Related to the Purchase of Emerald Transformer Refurbished Transformers (4.5(a)--Request to Modify Report to Redding City Council December 12, 2023
Re: 4.5(a)--Ratify Purchase Order PUR000922 of Padmount Distribution Transformers Page 2

Infrequently, General Electric offers surplus transformers to Emerald Transformer for third-party On November 29, 2023,
purchase order PUR000922 was issued to Emerald Transformer as approved by the City Manager. This will allow REU to meet transformer sourcing requirements for existing customer work orders while finalizing other transformer-sourcing initiatives. The two 1000kVA transformers and one 500kVA transformer included in this purchase order were manufactured by General Electric but have not been put into service.

Environmental Analysis
This action does not fall under the scope of the California Environmental Quality Act, and no further environmental assessment is required.

Council Priority/City Manager Goals
Government of the 21st Century
Attachments
PUR000922
Packet Pg. 106 Attachment: ^Original Staff Report Related to the Purchase of Emerald Transformer Refurbished Transformers (4.5(a)--Request to Modify

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve an increase to Bid Negotiation No. 5400, Trinity Street Bikeway Project’s contingency budget in the amount of $344,983.60.

Fiscal Impact
The Trinity Street Bikeway Project (Project) is being funded by the Affordable Housing and Sustainable Communities (AHSC) Grant associated with the Downtown Block 7 Project. The contingency cost increase of $344,983.60 will come from already budgeted AHSC grant funds.

The total project cost, including the proposed contingency increase, is expected to be $2,659,220 which is under the $2,709,220 total project budget.

Alternative Action
The City Council (Council) may choose to reject the request and provide alternative direction to staff.

Background/Analysis
On October 2, 2023, the Council awarded the construction contract for the Project to S.T.

Rhoades Inc. The project consists of a two-way cycle track along Trinity, Continental, and Butte Streets, ADA curb ramps and signage. The project will relocate the traffic signal at the northwest corner of Market and Trinity Streets and will update the signal at this location to accommodate bicycle traffic. New street lights will be installed along the new cycle track route.

The original plans had new asphalt paving for the cycle track along Trinity Street and a microsurface treatment on all the existing asphalt concrete streets to facilitate a revised striping plan to incorporate the new cycle track. With the soon to be added cycle track and on-street parking, the travel lanes are shifting out of previously rehabilitated portions of the roadway and into failing roadway sections. However, as a result of bid results coming in lower than MEETING DATE: April 16, 2024
ITEM NO. 4.11(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(a)--Approve Contingency Increase for Bid Negotiation No. 5400, Trinity Street Bikeway Project
Michael Webb, Public Works
Director
Packet Pg. 107
Report to Redding City Council April 10, 2024
Re: 4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400 Page 2
anticipated, the remaining AHSC funds originally intended for use on this project are available and provide an opportunity to adjust the pavement strategy within the project limits. Given the condition of the existing pavement, the additional funds allow for altering the pavement improvement from a microsurfacing application – pavement preservation type of improvement - to a complete removal and replacement of the existing asphalt concrete pavement along sections of Trinity, Continental and Butte Streets within the project limits.

The adjusted pavement strategy will cause the project budget, specifically the contingency, to exceed the awarded amounts. An additional $344,983.60 in contingency funds is being requested to cover the revised pavement work.

COST SUMMARY
Item Awarded Amount Projected Amount Increase
Project Development Costs $310,000 $310,000 $0
Construction Contract $1,615,736.40 $1,615,736.40 $0
Construction Contingency $205,000 $549,983.60 $344,983.60 Contract Administration,
Inspection, Testing
$183,500 $183,500 $0
Additional City Manager
Authority
$50,000 $0 $0
Total Project Costs $2,364,236.40 $2,659,220 $344,983.60 Environmental Review
Staff has determined that the project qualifies as categorically exempt from environmental review under California Environmental Quality Act Guidelines Section 15301 — Existing Facilities and Section 15302 - Replacement or Reconstruction.

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

Attachments
Previous Staff Report 10-02-23
Packet Pg. 108
GI " Y F

CITY OF REDDING

REPORT TO THE CITY COUNCIL
MEETING DATE: October 2, 2023 FROM: Chuck Aukland, Public ITEM NO. 4. 11( c) Works Director
APPROVED BY***
n ..._
s. N,.
ukl n l, H' ciblic Wc aks L' reGt ' 9(? 1/ 2423 ry ip} in, C"i ana 9,i2/ 7423 [email protected]. ca.us btippin@cityofredding. org
SUBJECT: 4. 11( c)-- Award BN No. 5400 Trinity Street Bikeway Project Recommendation
Authorize the following actions relative to Bid Negotiation No. 5400, Trinity Street Bikeway Proj ect:
1) Award to S. T. Rhoades Inc., in the amount of$ 1, 615, 736. 40; 2) Approve an additional $ 183, 500 to cover the cost of administration and inspection fees; 3) Approve $ 310, 000 for project development costs;
4) Approve $ 205, 000 to provide construction contingency funding; 5) Authorize the City Manager 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 the California Environmental Quality Act per Section 15301 — Existing Facilities and Section 15302 — Replacement or Reconstruction.

Fiscal Impact
The Trinity Street Bikeway Project ( Project) is being funded by the Affordable Housing and Sustainable Communities ( AHSC) Grant associated with the Downtown Block 7 Project.

Cost Summa
Item Estimated
Pro' ect Develo ment Costs 310,000
Construction Contract+ Contin enc 1, 820, 736. 40
Contract Administration, Ins ection, Testin 183, 500
Additional Cit Mana er Authorit 50,000
Total Pro' ect Costs 2, 364, 236. 40
Pro' ect Bud et 2, 709, 220
Packet Pg. 109 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Report to Redding City Council September25, 2023
Re: 4.11( c)-- Award BN No. 5400 Trinity Street Bikeway Project Page 2 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 award the bid for the project and provide staff with alternate direction. If the project is not awarded, there will be a gap within the existing bicycle network between Center Street and Turtle Bay. In addition, AHSC grant funds will not be used and may need to be returned to the state.

Background/Analysis
Attached is a tabulation of bids received and opened on September 12, 2023, for the project. The low bid in the amount of$ 1, 615, 736. 40 was received froin S. T. Rhoades Construction, Inc., of Redding, California. The engineer' s estimate was $ 1, 593, 538. 00. Total project development costs for this project are estimated to be $ 310,000. Project development costs include engineering, surveying, right- of-way, environmental, consultant services, and permit fees.

The purpose of this project is to provide an east- west bicycle and pedestrian connection through downtown Redding. This project will connect the existing cycle track on Center Street to Sundial Bridge Drive. This project includes the construction of a two- way cycle track along Trinity, Continental, and Butte Streets, ADA curb ramps and signage. The project will relocate the traffic signal at the northwest corner of Market and Trinity Streets and will update the signal at this location to accommodate bicycle traffic. New street lights will be installed along the new cycle track route.

Environmental Review
Staff has determined that the project qualifies as categorically exempt from environmental review under California Environmental Quality Act Guidelines Section 15301 — Existing Facilities and Section 15302 - Replacement or Reconstruction. Class 1 exemptions include the operation, repair and alteration of existing structures and facilities including the installation of bicycle lanes. C1ass 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. The project wi11 add bicycle facilities within the existing right of way. The facility will have the same purpose and capacity and will result in negligible expansion of use, as new vehicle lanes are not proposed. 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.

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

Attachments
Location Map
Bid Tabulation
Notice of Exemption
Plans
Specifications and Special Provisions
Addendum 1
Packet Pg. 110 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

PROJECT

LOCATION
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Packet Pg. 111 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) BID TABULATION FOR:

Trinity Street Bikeway Project
Bid Schedule No.: 5400
ENGINEER' S EST S. T. Rhoades Construction Inc. Cal Electro Inc. 9/ 12/ 2023 U N IT U N IT U N IT

ITEM DESCRIPTION UNIT QTY PRICE TOTA PRICE TOTA PRICE TOTA 1 Prepare Water Pollution Control LS 1 $ 10, 000. 00 $ 10, 000. 00 900. 00 900. 00 $ 2, 000. 00 2, 000. 00 2 Water Polution Control LS 1 $ 35, 000. 00 $ 35, 000. 00 5, 000. 00 5, 000. 00 $ 7, 500. 00 7, 500. 00 3 Traffic Control LS 1 $ 100, 000. 00 $ 100, 000. 00 $ 300, 000. 00 $ 300, 000. 00 $ 95, 000. 00 $ 95, 000. 00 4 Project Funding Sign LS 1 3, 000. 00 3, 000. 00 1, 995. 00 1, 995. 00 $ 1, 500. 00 1, 500. 00 5 Construction Area Signs EA 42 650. 00 $ 27, 300. 00 262. 00 $ 11, 004. 00 500. 00 $ 21, 000. 00 6 ( F) Excavation ( Unclassified) CY 185 100. 00 $ 18, 500. 00 100. 00 $ 18, 500. 00 220. 00 $ 40, 700. 00 7 Cold Mill AC SY 2105 12. 00 $ 25, 260. 00 7. 00 $ 14, 735. 00 20. 00 $ 42, 100. 00 8 Microsurface ( Type II) SY 33295 5. 00 $ 166, 475. 00 3. 65 $ 121, 526. 75 5. 00 $ 166, 475. 00 9 Asphalt Concrete TON 355 250. 00 $ 88, 750. 00 225. 00 $ 79, 875. 00 400. 00 $ 142, 000. 00 10 Aggregate Base CY 155 100. 00 $ 15, 500. 00 165. 00 $ 25, 575. 00 350. 00 $ 54, 250. 00 11 Cross Gutter SF 520 75. 00 $ 39, 000. 00 80. 00 $ 41, 600. 00 45. 00 $ 23, 400. 00 12 Curb and Gutter LF 135 150. 00 $ 20, 250. 00 140. 00 $ 18, 900. 00 80. 00 $ 10, 800. 00 13 Concrete Curb Ramp SF 665 50. 00 $ 33, 250. 00 60. 00 $ 39, 900. 00 38. 00 $ 25, 270. 00 14 Sidewalk ( 4" PCC) SF 655 25. 00 $ 16, 375. 00 35. 00 $ 22, 925. 00 30. 00 $ 19,6 tJ. C ' 15 Replace Manhole Frame and Cover( SD) EA 5 200. 00 1, 000. 00 1, 750. 00 8, 750. 00 $ 2, 000. 00 $ 10, 000. 00 16 Replace Manhole Frame and Cover( SS) EA 5 200. 00 1, 000. 00 1, 750. 00 8, 750. 00 $ 2, 000. 00 $ 10, 000. 00 17 Remove Pavement Marking SF 2215 5. 00 $ 11, 075. 00 8. 00 $ 17, 720. 00 9. 40 $ 20, 821. 00 18 Remove Traffic Stripe ( Thermoplastic) LF 17252 1. 00 $ 17, 252. 00 1. 20 $ 20, 702. 40 1. 70 $ 29, 328. 40 19 Pavement Marking ( Thermoplastic) SF 7100 9. 00 $ 63, 900. 00 13. 00 $ 92, 300. 00 15. 00 $ 106, 500. 00 20 Pavement Marking ( Green Bike) SF 5000 17. 00 $ 85, 000. 00 29. 00 $ 145, 000. 00 34. 00 $ 170, 000. 00 21 Traffic Stripe ( 4" Thermoplastic) LF 305 2. 00 610. 00 10. 00 3, 050. 00 12. 00 3, 660. 00 22 Traffic Stripe ( 6" Thermoplastic) LF 28800 2. 00 $ 57, 600. 00 1. 85 $ 53, 280. 00 2. 20 $ 63, 360. 00 23 Traffic Stripe ( 8" Thermoplastic) LF 815 3. 00 2, 445. 00 3. 55 2, 893. 25 3. 75 3, 056. 25 24 Pavement Marker EA 1043 7. 00 7, 301. 00 10. 00 $ 10, 430. 00 11. 00 $ 11, 473. 00 25 Install Sign EA 12 600. 00 7, 200. 00 600. 00 7, 200. 00 650. 00 7, 800. 00 26 Remove Sign EA 15 225. 00 3, 375. 00 85. 00 1, 275. 00 200. 00 3, 000. 00 27 Marker Post EA 280 150. 00 $ 42, 000. 00 285. 00 $ 79, 800. 00 45. 00 $ 12, 600. 00 28 Traffic Signal Modifications LS 1 $ 400, 000. 00 $ 400, 000. 00 $ 165, 000. 00 $ 165, 000. 00 $ 400, 000. 00 $ 400, 000. 00 29 Street Light( Standard & LED Luminaire) EA 12 $ 8, 000. 00 $ 96, 000. 00 7, 500. 00 $ 90, 000. 00 $ 10, 000. 00 $ 120, 000. 00 30 Pullbox ( 2E) EA 10 $ 1, 500. 00 $ 15, 000. 00 1, 100. 00 $ 11, 000. 00 $ 1, 200. 00 $ 12, 000. 00 31 Pullbox ( 3E) EA 3 2, 000. 00 6, 000. 00 2, 000. 00 6, 000. 00 $ 1, 500. 00 4, 500. 00 32 Conduit( 2" PVC) LF 2282 50. 00 $ 114, 100. 00 65. 00 $ 148, 330. 00 80. 00 $ 182, 560. 00 33 Conduit( 4" PVC) LF 327 100. 00 $ 32, 700. 00 80. 00 $ 26, 160. 00 120. 00 $ 39, 240. 00 34 Conductor(# 6) LF 2610 12. 00 $ 31, 320. 00 6. 00 $ 15, 660. 00 3. 00 7, 830. 00 TOTAL - CONTRACT ITEMS 1, 593, 538. 00 1, 615, 736. 40 1,$ 69, 373. 65 Shaded areas indicate corrections made in accordance with the special provisions.

BID TABULATION FOR:

Trinity Street Bikeway Project
Bid Schedule No.: 5400
SnL Grou Inc. Avera e
9/ 12/ 2023 U N IT U N IT

ITEM DESCRIPTION UNIT QTY PRICE TOTA PRICE
1 Prepare Water Pollution Control LS 1 3, 000. 00 3, 000. 00 1, 966. 67 2 Water Polution Control LS 1 27, 250. 00 27, 250. 00 13, 250. 00 3 Traffic Control LS 1 $ 103, 000. 00 $ 103, 000. 00 $ 166, 000. 00 4 Project Funding Sign LS 1 2, 800. 00 2, 800. 00 2, 098. 33 5 Construction Area Signs EA 42 325. 00 13, 650. 00 362. 33 6 ( F) Excavation ( Unclassified) CY 185 255. 00 47, 175. 00 191. 67 7 Cold Mill AC SY 2105 12. 00 25, 260. 00 13. 00
8 Microsurface ( Type II) SY 33295 7. 00 $ 233, 065. 00 5. 22 9 Asphalt Concrete TON 355 318.00 $ 112, 890.00 314. 33 10 Aggregate Base CY 155 489. 00 75, 795. 00 334. 67
11 Cross Gutter SF 520 73. 00 37, 960. 00 66. 00
12 Curb and Gutter LF 135 205. 00 27, 675. 00 141. 67
13 Concrete Curb Ramp SF 665 35. 00 23, 275. 00 44. 33
14 Sidewalk ( 4" PCC) SF 655 28. 00 18, 340. 00 31. 00
15 Replace Manhole Frame and Cover( SD) EA 5 2, 000. 00 10, 000. 00 1, 916. 67 16 Replace Manhole Frame and Cover( SS) EA 5 2, 000. 00 10, 000. 00 1, 916. 67 17 Remove Pavement Marking SF 2215 10. 90 24, 143. 50 9. 43 18 Remove Traffic Stripe ( Thermoplastic) LF 17252 1. 80 31, 053. 60 1. 57 19 Pavement Marking ( Thermoplastic) SF 7100 16. 65 $ 118, 215. 00 14. 88 20 Pavement Marking ( Green Bike) SF 5000 35. 75 $ 178, 750. 00 32. 92 21 Traffic Stripe ( 4" Thermoplastic) LF 305 16. 50 5, 032. 50 12. 83 22 Traffic Stripe ( 6" Thermoplastic) LF 28800 2. 40 69, 120. 00 2. 15 23 Traffic Stripe ( 8" Thermoplastic) LF 815 7. 60 6, 194. 00 4. 97 24 Pavement Marker EA 1043 12. 40 12, 933. 20 11. 13
25 Install Sign EA 12 1, 100. 00 13, 200. 00 783. 33
26 Remove Sign EA 15 250. 00 3, 750. 00 178. 33
27 Marker Post EA 280 735. 00 $ 205, 800. 00 355. 00
28 Traffic Signal Modifications LS 1 $ 203, 000. 00 $ 203, 000. 00 $ 256, 000. 00 29 Street Light( Standard & LED Luminaire) EA 12 7, 000. 00 84, 000. 00 8, 166. 67 30 Pullbox ( 2E) EA 10 1, 500. 00 15, 000. 00 1, 266. 67 31 Pullbox ( 3E) EA 3 2, 000. 00 6, 000. 00 1, 833. 33
32 Conduit( 2" PVC) LF 2282 60. 00 $ 136, 920. 00 68. 33 33 Conduit( 4" PVC) LF 327 85. 00 27, 795. 00 95. 00
34 Conductor(# 6) LF 2610 6. 30 16, 443. 00 5. 10
TOTAL - CONTRACT ITEMS 1, 928, 484. 80 1, 804, 531. 62
Shaded areas indicate corrections made in accordance w
Page2of2 Packet Pg. 113 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street NaT cE oF E Em[pTION
TU. Offce ofPlanning and Research FROM< City of Kedding 14D0 Tenth Street, Roam 121 Public Works Department
Sacraenento, CA 95814 777 Cypress Avenue
Redding, CA 96001
0 S1lasta County Clerk
County of Shasta
P.O, Box 990880, 1643 Market Street
Redding, CA 96099- 08$Q
Project Titlew Trinitv Street Bikewav Prdject
Proj ct Locat on— Specific: Butte, Continental, Trinity, Pine, Market & California Streets Project Lacation— City< Reddin Praject Location— County: Shasta Description af Praject: The City of Reddi z wi11 construct a bikeway_proiect on Butte< Street be innin at the interseetian of Sundial Brid e Dr ve, cantinuin; along Gontinental Street and Trin Street and terminatin at tlae intersectron of Trinitv Street and Center Street. The project includes the installation of a protected twa wa eycle track ADA curb ramt s, curb and utter li htin si nal modificatian electrical modificatior drainage modification and si na e. Work will involve excavation tr°el chin tree tritr mrn,_ rindln pavin and stripin The praject is located within Citv and CaItrans ri ht of way and the public will be notified Qf traffie cantral cat ditians Name ofPublic Agency Approving Project: Citv ofReddin
Name of Persan or Agency Carrying Out Project: Kristen Rea n, Project En ineer
Exempt Status: ( check one)
Ministerial [ Seetion 21d8Q( b)( 1); 15268]
Declared Emergency[ Section 21080 f
b)( 3); 15269( a)]
Emergency Project[ Section 21080( b)( 4) 15269( b)]
Statutory Exemptions. State cade number;
Comrnon Sense Exemptian( This praject does not fall with°rn an exempt class, but it can be seen with certainty that there is no passibility that the activity may have a significant effect an the environment( 14 CCR 15Qb1[ b][ 3]).

Categorical Exemption. State type and sectioil nurnber: Section 15301. Existin Facilities and Section 15302.

Replacernent or Ttecanstructron
No exceptions apply that would bar the use t f a categorical exemptioi( FRD 21084 and 14 CCR 15340. 2}.

Reasons why project is exempt: Class 1 exernptions include the operatian, i-epair and altaration of existing structures and facilities includin the installation of bievcle lanes Class 2 exemptions cansists of replacement or reconstruction where the new structure will be located on the same site and will have substantrallv the sarne purpose and capacit e proiect wil add b icvcl faciliti s within the e istin ri l t of wav The facility will have the sam urpase nd cat acity and will result in negli ib le expansian of use as new vehicle lanes are not proposed The project has been reviewed for sensitive resources such as threatened or endan ered species or their habitats sensitive ve etation commuiiities tribal lands, or tribal cultural resources. The praject has no potential to liave a si nificant effect on the environment Lead Agency Contact Persan: Amber Kelley Telephone. 530.225. 4046 IfFiled by Applicant:
1, At ach certified docurnent af exemptioll finding.

2. Has a noti e of exemption been filed by the public agency approving the project? a Yes No Signature: Date: .`''%'
Title: Envrranmental Compliance Ma er
0 Signed by Lead Agency Date received far filing at OPR:

Signed by Applicant
Packet Pg. 114 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) WN
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A- 32908 s
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ELECTRIC APPROVED BY:

SUPPORT SURVEY A-32883

RABA/ REDUCED
ORIGINAL SCALE:

NONE

TRAFFIC
CITY ENGWEER DATE DATE: JULY 2023
R. E. U. OPS PLANS
SHEET 1 OF 26
Packet Pg. 115 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

ABBREVIATIONS EGEND
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AB AGGREGATE BASE FM FORCE MAIN SC SAW CUT EXISTING N
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AC ASPHALT CONCRETE SD STORM DRAW
FMJA FLANGE MECHANICAL JOINT C> TELEPHONE POLE w^

ACP ASBESTOS CEMENT PIPE SDMH STORM DRAIN MANHOLE

ADAPTER

AT&T AMERCAN TELEPHONE & FOC FACE OF CURB SF SQUARE FOOT 17 JOINT POLE

TELEGRAPH POWER POLE

FT FOOT, FEET SHT SHEETQ
ASTM AMERICAN SOCIETY OF zo
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TESTING AND MATERIALS

G FOOTING SIM SIMILAR
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BSW BACK OF SIDEWALKG GAS

S SANITARY SEWER, SLOPE GUY WIRE
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BC BEGINNING OF CURVE

GA GAUGE
STL STEEL CE> EQ ELECTRIC MANHOLE
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GALV GALVANIZED

BCR BEGIN CURB RETURN

GM GAS METER

SQ SQUARE
y;;; QS SANITARY SEWER MANHOLE

STA STATION
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BDRY BOUNDARY
GP GUY POLE C` STORM DRAIN MANHOLE
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0 BF BOTTOM OF FOOTING STD STANDARD
GR GRADE i; TE EPHONE MANHO
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BLK BLOCK STRUCT STRUCTURAL OR STRUCTURE
4 GV GATE VALVE

SVC SERVICE

Q CALTRANS PIPE DRAIN
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BM BENCH MARK

HC HANDICAP
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BOC BACK OF CURB SW SIDEWALK
C: i O STORM DRAIN CATCH BASIN

HDPE HIGH DENSITY POLYETHYLENE
SY SQUARE YARD NEEr
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HMA HOT MIX ASPHALT

T TELEPHONE
MAILBOX ti
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HORIZ HORIZONTAL
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C&G CURB AND GUTTER

HT HEIGHT

TB TOP OF BANK STREET NAME SIGN
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CB CATCH BASIN TBC TOP BACK OF CURB o_ . TRAFFIC SIGN rs ID INSIDE DIAMETER o `

CCO CONTRACT CHANGE ORDER

INV INVERT
TBR TO BE REMOVED j-------- Ci STREET IGHT Is
3 s`
TC TOP OF CURB i'
CCS CEMENT COATED STEEL IRRIG IRRIGATION N'_
V 1 PADMOUNT TRANSFORMER

CD CHECK DAM
T JOINT TFC TOP FACE OF CURB f-{ 1-; FIRE HYDRANT
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JP JOINT POLE TL TRIM LINE CF CURB FACE, CUBIC FOOT
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CLF CHAIN LINK FENCE
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LAT LATERAL NP TYPICAL S - S- SEWER ATERAL WITH
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CENTERLINE
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CLRC EAR LB POUND UG UNDERGROUND RODHOLE i
CMAC COD MIL ASPHALT LIP LIP OF GUTfER UNK UNKNOWN PROPERTY CORNER SURVEY MARKER ( DO NOT DISTURB) ooa

CONCRETE LF LINEAR FOOT USA UNDERGROUND SERVICE

CENTERLWE MONUMENT
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CMP CORRUGATED METAL PIPE ALERT

LL LIMIT LINE

CMU CONCRETE MASONRY UNIT LP LOW POINT

UTIL UTILITY
Q CONTRO POINT jJ

CO CLEANOUT ( SEWER) LS LUMP SUM

VB VALVE BOX

JOINT UTI ITY TRENCH
C0 CO UMN MAX MAXIMUM

VCP VITRIFIED CLAY PIPE
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CONC CONCRETE MH MANHOLE

VERT VERTICAL C))
j EXISTING OVERHEAD UTILITIES
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CONT CONTINUOUS MID MIDPOINT

VG VALLEY GUTTER ELECTRIC LINE
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CONTR CONTRACTOR MIN MINIMUM

VIF VERIFYW FIELD GAS LINE
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CONST CONSTRUCTION MISC MISCELLANEOUS

W WATER

TELEPHONE LINE
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WM WATER METER

COORD COORDINATE MJ MECHANICAL JOINT
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CORCS CITY OF REDDWG WV WATER VALVE BOX 1! WATER WE Id.

MON MONUMENT Q

CONSTRUCTION STANDARDS

MKR MARKER

WVB WATER VALVE
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CP CONTROL POINT
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S SANITARY SEWER WE

CS COMPOST SOCK

CSP CORRUGATED STEEL PIPE

NG NATURAL GRADE
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CY CUBIC YARD

NTS NOT TO SCALE EASEMENT LINE
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DI DRAINAGE INLET

OC ON CENTER

R W - - RIGHT- OF- WAY LINE

DIA DIAMETER

OD OUTSIDE DIAMETER
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DIP DUCTILE IRON PIPE

OG ORIGINAL GROUND

PROPERTY LINE
OH OVERHEAD i- i"t i-r'CT r_i'' GUARD RAIL
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DWG DRAWING
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EC END OF CURVE
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PL PROPERTY LINE ESA—
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X TEMPORARY ESA FENCE
EG EDGE OF GUTTER pp POWER POLE m
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EL ELEVATION PRC POWT OF REVERSE CURVE C EROSION CONTRO ( PERM)

EP EDGE OF PAVEMENT PSI POUNDS PER SQUARE INCH
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EVC END VERTICA CURVE CD TEMP GRAVEL CHECK DAM O PVC PO YVINYL CH ORIDE O EXC EXCAVATION PVI POWT OF VERTICAL cs— CS—
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EXT EXTERIOR INTERSECTION V 0. F FILL QTY QUANTITY

TREE ( DECIDUOUS)
FES FLARED END SECTION RABA REDDING AREA BUS ti ,
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AUTHORITY

FF FINSHED FLOOR

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FH FIRE HYDRANT
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REINF REINFORCED OR w"
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FL FLOW LINE REINFORCEMENT

FLG FLANGE RSP ROCK SLOPE PROTECTION
A- 32884
NOTE:

THIS IS
A STANDARD EGEND SHEET. THEREFORE

SOME SYMBOLS & ABBREVIATIONS MAY BE SHOWN
ORIGINAL SCALE:

ON THIS SHEET BUT MAY NOT BE UTILIZED ON

REDUCED NONE
THE DRAWINGS OF THIS PROJECT. PLANS
DATE: JuY 2023
SHEET2 OF 26
Packet Pg. 116 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) GENERAL NOTES W"

1. A L CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF REDDING CONSTRUCTION z STANDARDS ( CORCS), THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CALTRANS STANDARD PLANS 2022 SUMMARY OF QUANTITIES z CONSTRUCTION, DATED 2021 ( GREENBOOK) AND THE CONTRACT SPECIFICATIONS AS o THEY PERTAIN TO THE WORK DEPICTED NEREIN. CORCS AS APPLIES TO THIS PROJECT ITEM PAGE DETAIL TEM QUANTITY UNIT f
SHAL BE THE CURRENT VERSION AS POSTED ON THE CI( Y OF REDDING WEBSITE, PAVEMENT MARKERS AND TRAFFIC LINES, TYPICA DETAILS ................................................................. 12 A20A htt : / citvofreddin or de artments ublic- works en ineerin construction- standards, PREPARE WATER POLLUTION CONTROL 1 LS N
g p 9 PAVEMENT MARKERS AND TRAFFIC INES, TYPICA DETAILS ................................................................. 13 A20B AT THE TIME OF BID OPENING.

PAVEMENT MARKERS AND TRAFFIC UNES, TYPICA DETAILS 15 A20D WATER PO LUTION CONTROL 1 LS
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2. A L UTILITIES SHOWN ARE STRICT Y FOR THE CONVENIENCE OF THE CONTRACTOR. PAVEMENT MARKINGS, ARROWS 19 A24A TRAFFIC CONTRO 1 LS Q UTILITY LOCATIONS ARE ONLY APPROXIMATE AND THE CONTRACTOR IS ADVISED TO PAVEMENT MARKINGS, WORDS ............................................................................................................... 22 A24D o INVESTIGATE EACH UTILITY SHOWN AS WE AS BE AWARE OTHER UTILITIES NOT SHOWN PROJECT FUNDING SIGN 1 LS o MAY EXIST. PAVEMENT MARKINGS, WORDS 23 A24E o
CONSTRUCTION AREA SIGNS 42 EA
SHOULDER RUMBLE STRIP DETAILS, GROUND- IN INDENTATIONS ......................................................... 27 A40B

3. CA L BEFORE YOU DIG! THE CONTRACTOR SHA CONTACT USA NORTH DIGA ERT AT CURBS AND DRIVEWAYS ........................................................................................................................ 155 A87A EXCAVATION ( UNC( ASSIFIED) 185 CY z
LEAST TWO ( 2) WORKING DAYS NOT INCLUDING THE DATE OF NOTIFICATION PRIOR TO s o
DIGGING NEAR UNDERGROUND FACI ITIES BE ONGWG TO PG& E, AT& T, C. A.T. V., A. C. I. D., CURB RAMP DETAI S ............................................................................................................................. 157 A88A m Z o
OR CITY OF REDDING. CA L USA NORTH 811. ELECTRIC SYSTEMS LEGEND ................................................................................................................... 509 ES- 1A o m''
CO D MI L AC 2105 SY z z "
FOR CALTRANS E ECTRICAL FACILITIES CA ( 530) 225- 3469 ELECTRIC SYSTEMS LEGEND 510 ES- 1B 3 o
FOR CALTRANS UNDERGROUND COUNT STATIONS CALL ( 530) 225- 3042 MICROSURFACE ( TYPE II) 33295 SY W Y w ELECTRIC SYSTEMS LEGEND ................................................................................................................... 511 ES- 1C o o

4. PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHA L POTHO E A L UTILITIES TO BE E ECTRIC SYSTEMS ( CONTROL ER CABINEf FOUNDATION AND PAD DETAIL) ....................................... 519 ES- 3C ASPHALT CONCRETE 355 TON NEER* b
CROSSED TO VERIFY THAT NO GRADE CONFLICTS EXIST. ELECTRIC SYSTEMS ( ELECTRONICS ASSEMBLY CONNECTION DIAGRAM}( BATTERY BACKUP SYSTEM) ..... 527 ES- 3K AGGREGATE BASE 155 CY P
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5. A L TRENCHING AND BACK FI ING SHALL BE IN ACCORDANCE WITH THE CITY OF ELECTRIC SYSTEMS ( SIGNAL HEAD MOUNTING) ..................................................................................... 528 ES- 4A

REDDING CONSTRUCTION STANDARDS OR AS SHOWN IN THE CONSTRUCTION DETAILS CROSS GUTTER 315 SF
ELECTRIC SYSTEMS ( PEDESTRIAN SIGNA HEADS) ................................................................................ 529 ES- 4B a E SEWHERE IN THE PLANS. TRENCH BACKFILL SHAL BE MECHANICAL Y COMPACTED. CURB AND GUTfER 135 LF P THE CONTRACTOR SNALL NOTIFY THE CITY OF REDD NG ELECTftIC UTILITY PRIOR TO E ECTRIC SYSTEMS ( SIGNAL HEADS AND MOUNTINGS) ........................................................................ 530 ES- 4C s se a*
EXCAVATING CLOSER THAN EIGHT FEET TO AN EXISTING UTILITY PO E. ELECTRIC SYSTEMS ( SIGNAL HEAD MOUNTING) .................................................................................... 531 ES- 4D CONCRETE CURB RAMP 925 SF ELECTRIC SYSTEMS ( SIGNAL HEADS AND OPTICTICAL DETECTOR MOUNTING) ...................................... 532 ES- 4E 6. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, SIDEWALK ( 4" PCC) 450 SF INSTALLING AND MAINTAINING A WARNING SIGNS AND DEVICES NECESSARY TO E ECTRIC SYSTEMS ( OOP DETECTORS) ................................................................................................ 533 ES- SA w SAFEGUARD THE GENERAL PUBLIC AND THE WORK, AND TO PROVIDE FOR THE PROPER REPLACE MANHOLE FRAME AND COVER ( SD) 5 EA ELECTRIC SYSTEMS ( DETECTORS) ...................................................................................... 534 ES- 5B Y o

AND CONTINUOUS SAFE ROUTING OF VEHICLE AND PEDESTRIAN TRAFFIC DURING THE m
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PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND ELECTRIC SYSTEMS ( ACCESSIBLE PEDESTRIAN SIGNAL AND PUSH BUTTON ASSEMBLIES) .................. 535 ES- SC REPLACE MANHOLE FRAME AND COVER ( SS) 4 EA o F
NOT BE IMITED TO WORKING HOURS. THE USE OF FLAGGERS, BARRICADES AND Z ` w
ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD, TYPE 1 AND EQUIPMENT IDENTIFICATION N ' w

CONSTRUCTION
o SIGNING SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM 545 ES- 7B TRAFFIC CONTROL DEVISES CA- MUTCD .

CHARACTERS) o o a
REMOVE PAVEMENT MARKING ( THERMOPLASTIC) 2215 SF
ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD, CASE 3 SIGNAL MAST ARM LOADING, WIND

7. FOR ALL TRENCHING EXCAVATIONS 5 FEET OR MORE IN DEPTH, THE CONTRACTOR VELOCITY= 100 MPH AND SIGNAL MAST ARM LENGTHS 15' TO 45') 548 ES- 7E
REMOVE TRAFFIC STRIPE ( THERMOPLASTIC) 17252 LF Z SHAL OBTAIN A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ( 381 HEMSTED E ECTRICA SYSTEMS ( SIGNAL AND IGHTING STANDARD DETAI N0. 1) ............................................. 555 ES- 7M W DRIVE, REDDING CA., 224- 4743) PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF PAVEMENT MARKING ( THERMOPLASTIC) 5575 SF THIS PERMIT SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT AL TIMES.

ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD DETAIL N0. 2) ............................................. 556 ES- 7N ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD DETAIL N0. 3) ............................................. 557 ES- 70 PAVEMENT MARKING ( GREEN BIKE) 6255 SF Ue

8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING MAILBOXES OR PROVIDE A TERNATE TEMPORARY MAI BOXES APPROVED BY THE U. S. POSTAL SERVICE.

ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING, MISCELIANEOUS ATTACHMENT) ..................................... 559 ES- 7R TRAFFIC STRIPE ( 4" THERMOPLASTIC) 1545 LF z Q E ECTRICAL SYSTEMS ( NON- TRAFFIC PULL BOX) ................................................................................. 560 ES- 8A

9. CARE SHA L BE TAKEN TO PROTECT EXISTING PIANTS, SHRUBS, TREES, LAWN, TRAFFIC STRIPE ( 6" THERMOPLASTIC) 29968 LF Q W

LANDSCAPE AREAS
ELECTRICAL SYSTEMS ( FOUNDATION INSTALLATIONS) ............................................................................. 577 ES- 11 W 0 AND IRRIGATION SYSTEMS. ANY ITEMS REMOVED OR DAMAGED TRAFFIC STRIPE ( 8" THERMOPLASTIC) 815 LF SHAL BE REPLACED. A L ITEMS WHICH REQUIRE REMOVAL OR ARE DAMAGED BY THE ELECTRICAL SYSTEMS ( SPLICE INSULATION METHODS DETAILS) ............................................................ 572 ES- 13A n CONTRACTOR' S OPERATION SHALL BE REPLACED TO ORIGINA CONDITION AND TO THE E ECTRICA SYSTEMS ( KINKING AND BANDWG DEfAI) .............................................. 573 ES- 13B PAVEMENT MARKERS 473 EA
APPROVAL OF O THE ENGINEER.

INSTAL SIGN 10 EA

10. EXACT IMITS OF PAVEMENT REMOVA AND RECONSTRUCTION SHALL BE DETERMINED IN REMOVE SIGN 17 EA
THE FIELD BY THE ENGINEER. TNE ASPHA T CONCRETE ALONG THE EDGES OF THE TRENCH SHALL BE SAWCUT AND REMOVED TO A STRAIGHT LINE PRIOR TO FINAL MARKER POST 540 EA V U PAVING. EXPOSED VERTICAL EDGES WHICH WILL HAVE ASPHALT CONCRETE AGAINST J THEM SHALL BE TACKED WITH EMULSION PRIOR TO PLACEMENT OF ASPHALT CONCRETE. m
TRAFFIC SIGNAL MODIFICATIONS 1 LS
a
CITY OF REDDING CONSTRUCTION STANDARDS STREET LIGHT ( STANDARD AND LED UMINAIRE) 12 EA 0 MODIFICATIONS TO THE STANDARD SPECIFICATIONS ................................. PAGE 050. 00 PULLBOX ( 2E) 10 EA MATERIALS ............................................................................................... PAGE 100. 00 PULLBOX ( 3E) 3 EA z
TYPICAL STREET CROSS SECTION .......................................................... PAGE 111. 00 z CONDUIT ( 2" PVC) 2282 LF
STANDARD AND SLOTTED CROSS GUTTER .............................................. PAGE 126. 00 Q SIDEWALK STANDARD PAGE 131. 00 CONDUIT ( 4" PVC) 327 LF W W CURB AND GUTTER ( 6") ........................................................................ PAGE 136.00 CONDUCTOR (# 6) 2610 LFY Z ~
CURB RAMP ' TYPE A' PAGE 141. 10 m - m Z
CURB RAMP ' TYPE C' ............................................................................. PAGE 141. 30 I V Q NO PARKING' SIGN INSTALLATION .......................................................... PAGE 152.02 W U'
STREET SIGN BASE DETAILS ................................................................... PAGE 152.20 O PAVEMENT MARKINGS TRAFFIC WES ..................................................... PAGE 171. 00 a Q
HIGH VISIBILITY CROSSWA K ................................................................... PAGE 175.00 MONUMENT COVER ASSEMBLY AND INSTAL ATION ................................. PAGE 184. 00 0 DENSITY REFERENCE GUIDELINE PAGE 601. 00 Z
Z
TRENCH BEDDING .................................................................................... PAGE 609. 00 TRENCH BACKFIL ................................................................................... PAGE 610.00 m
0 TRENCH RESURFACING DEfAI S .............................................................. PAGE 611. 00 z
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JOINT UTILITY TRENCH DETAILS .............................................................. PAGE 620.00 TRENCH OCATION ................................................................................... PAGE 624. 20 A-32885
GRADING DESIGN STANDARDS ................................................................. PAGE 00.00 ORIGINAI SCALE:

REDUCED NONE
PLANS
DATE: JULY 2023
SHEET 3 OF 26
Packet Pg. 117 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) wxU 1

CONTROL POINT TABLE
zz
a
CP No. North
g Easting Point Elevation Description
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SHEET 10 OF 26
Packet Pg. 124 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

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ORIGINAL SCAIE:

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DATE: JULY 2023
SHEET 11 OF 26
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ORIGINAL SCALE:

REDUCED 20'
PLANS
DATE: JULY 2023
SHEEt 12 OP 26
Packet Pg. 126 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) WN
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ORIGINAL SCALE:

REDUCED 20'
PLANS
DATE: JUIY 2023
SHEET 73 OF 26
Packet Pg. 127 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

CYC E TRACK TREATMENT DETAILS
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REDUCED 20'
SCA E: N. T. S. 5 s P ANS
DATE: JULY 2023
USE FOR SIGNS SPECIFIC TO BICYCLISTS SHEEf a oF 2s
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ORIGINAL SCAIE:
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MATCH E TBC REDUCED 20
SCALE: 1= J' PLANS
DATE: JULY 2023
SHEET 15 OF 26
Packet Pg. 129 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) WN
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ORIGINAL SCALE:

REDUCED 20'

P LAN S
DATE: JULY 2023
SHEET 16 OF 26
Packet Pg. 130 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) N
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12. A CONDUITS SHA HAVE BUSNINGS INSTA ED PRIOR TO INSTA ING TYPE D OOP DETECTOR CONDUCTORS. STEE CONDUITS SNA NAVE AY IN STY E UGS THAT ARE CAST I— INTEGRA WITH THE BUSHINGS. A CONDUITS SNA BE CA TRANS SPECIFIED TYPE3 WITN THE FO OWING EXCEPTIONS:

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ORIGINAL SCALE:

NONE
DATE: 05- 01 - 2023
SHEET1 OF4
Packet Pg. 131 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 011 5 C- 1 H Z= W
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ORIGINAL SCALE:

REDUCED NONE

2. ALL SIGNS SHALL HAVE 7— FI' VERTICAL CLEARANCE TO BOTfOM OF PLANS DATE: JULY 2023
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3 SPECIFICATIONS
For

TRINITY STREET BIKEWAY PROJECT
Job No. 8687)
BID NO. 5400
Prepared by:

City of Redding
Public Works Department
Engineering Division
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Kristen Reagan, 530- 225- 4469, kreagan@cityofredding. org Packet Pg. 141 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

PROPOSAL DOCUMENTS ( BOUND SEPARATELY)
ENGINEER' S ESTIMATE........................................................................................................ P1 PUB IC CONTRACT CODES SECTIONS 10162 & 10232..................................................... P4 PUB IC CONTRACT CODES SECTION 10285. 1................................................................... P5 NONCOLLUSION AFFIDAVIT ................................................................................................ P6 LIST OF SUBCONTRACTORS............................................................................................... P7 SIGNATURE PAGE................................................................................................................. P8 BIDDER' S BOND .................................................................................................................... P9

SPECIA PROVISIONS
NOTICE INVITING BIDS ........................................................................................................... 5 PUB IC WORK AGREEMENT................................................................................................. 11 PUB IC WORKS PAYMENT ( ABOR AND MATERIALS) BOND .......................................... 13 PUB IC WORKS PERFORMANCE BOND.............................................................................. 14 PUB IC WORKS MAINTENANCE BOND ............................................................................... 15 SUPP EMENTA DISPOSAL SITE AGREEMENT ................................................................. 16 SUBCONTRACTING REQUEST.............................................................................................. 18 TEMPORARY WASTEWATER DISCHARGE APP ICATION ................................................. 20 REFERENCE DOCUMENTS.................................................................................................... 22 PROJECT INTRODUCTION AND SPECIA REQUIREMENTS............................................... 23 SCOPE OF THE WORK........................................................................................................ 23 TIME OF COMPLETION....................................................................................................... 23 MISCELLANEOUS REQUIREMENTS.................................................................................. 23 Preconstruction Conference........................................................................................... 23 Watering ........................................................................................................................... 23 Surface Mining and Reclamation Act............................................................................. 24 Contract Provision Requiring Personal Certification of all Claims.............................. 24 Construction Area Signs................................................................................................. 24 Construction Project Funding Sign................................................................................ 25 Sound Control Requirements ......................................................................................... 25 ErosionControl................................................................................................................ 26 LocalTopsoil.................................................................................................................... 30 PlasticNetting.................................................................................................................. 30 FiberRolls........................................................................................................................ 30 As-Built/Record Documents............................................................................................31 Orderof Work................................................................................................................... 32 Notificationof Work......................................................................................................... 32 2 Packet Pg. 142 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) ContractItem List ............................................................................................................ 33 PART 1 GENERAL PROVISIONS............................................................................................ 47 SECTION 1 GENERAL......................................................................................................... 47 SECTION 2 SCOPE OF WORK............................................................................................ 50 SECTION 3 CONTROL OF THE WORK............................................................................... 56 SECTION 4 CONTROL OF MATERIALS ............................................................................. 67 SECTION 5 LEGAL RELATIONS & RESPONSIBILITIES.................................................... 67 SECTION 6 PROSECUTION AND PROGRESS................................................................... 75 SECTION 7 MEASUREMENT AND PAYMENT.................................................................... 76 PART 2 MODIFICATIONS TO CONSTRUCTION MATERIALS............................................... 80 SECTION 200 ROCK MATERIALS ...................................................................................... 80 SECTION 203 BITUMINOUS MATERIALS........................................................................... 80 SECTION 207 GRAVITY PIPE.............................................................................................. 80 SECTION 210 PAINT AND PROTECTIVE COATINGS........................................................ 81 SECTION 217 BEDDING AND BACKFILL MATERIALS ..................................................... 82 PART 3 MODIFICATIONS TO CONSTRUCTION METHODS.................................................. 83 SECTION 300 EARTHWORK............................................................................................... 83 SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS......................................................................................................... 84 SECTION 302 ROADWAY SURFACING.............................................................................. 85 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION.......................................... 86 SECTION 306 OPEN TRENCH CONDUIT CONSTRUCTION............................................ 88 SECTION 314 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS........................................................................................................ 90 PART 4 EXISTING IMPROVEMENTS...................................................................................... 92 SECTION 400 PROTECTION AND RESTORATION ......................................................... 92 SECTION 402 UTILITIES...................................................................................................... 93 PART 6 TEMPORARY TRAFFIC CONTROL....................................................................... 94 SECTION 600 ACCESS ..................................................................................................... 94 SECTION 601 TEMPORARY TRAFFIC CONTRO FOR CONSTRUCTION AND MAINTENANCE WORK ZONES........................................................................................... 94 PART 7 STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS ........................................... 96 SECTION 700 MATERIA S.................................................................................................. 96 3 Packet Pg. 143 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Attachments
Caltrans Encroachment Permit 0223- NSN- 0345...................................... Attachment A Drawings...................................................................................................... A-32883 to A-32908 4 Packet Pg. 144 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

NOTICE INVITING BIDS

TRINITY STREET BIKEWAY PROJECT
Job No. 8687)
BID NO. 5400
In accordance with the Municipal Code of the City of Redding, sealed bids will be received at the office of the City Clerk, 777 Cypress Avenue, Redding, CA 96001, until 3 p. m., September 12, 2023. at which time they will be publicly opened and read for the perForming of the work as follows:

New Class IV bike facility from Sundial Bridge Drive to Center Street, along Butte, Continental, and Trinity Streets. Project includes new signal at the intersection of Market and Trinity Streets.

The Engineer' s Estimate is $ 1, 635, 000. There are 55 working days.

The Contractor shall possess a valid Class A license at the time bid is opened.

No contractor or subcontractor may be listed on a bid proposal for this project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725. 5. Failure to register prior to bid opening shall cause the bid to be deemed nonresponsive and no exception will be allowed including the renewal exception allowed in Labor Code Section 1725. 5( c).

No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725. 5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Each bid shall be made in accordance with the specifications and proposal requirements thereof and no bid will be received unless it is made on a proposal form furnished by the City Engineer.

Each bid must be accompanied by cash, certified or cashier' s check, or original bidder' s bond made payable to the City of Redding for an amount equal to at least ten percent( 10%) of the total amount of the bid as a guarantee that the Contractor will execute the contract in conformance with his proposal and the specifications. Such Guarantee shall be forfeited should the bidder to whom the contract is awarded fail to enter into the contract.

The City of Redding hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, all businesses will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, gender, disability, or other protected class in consideration for an award.

The State of California general prevailing wage rate shall be the current prevailing wage for each craft, classification, or type of workman needed to execute the contract as determined by the Director of the California Department of Industrial Relations, pursuant to California abor Code Part 7, Chapter 1, Sections 1770, 1773, and 1773. 1. Copies of the current prevailing wage rates are available on their internet web site at:
www. dir. ca. gov/ DLSRIPWD
5 Packet Pg. 145 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Copies of referenced Standard Specifications for Public Works Construction, commonly called the " Greenbook," 2021 Edition containing the General Provisions and Standard Technical Specifications may be obtained from Building News, Inc., 990 Park Center Drive, Suite E, Vista CA 92081 ( 888) 264- 2665.

Plans, specifications, proposal, contract forms, and addenda may be obtained at www. cityofredding. or.g/ w
bids at no charge. Supporting documents as required ( i. e. environmental permits, geotechnical reports, record drawings, etc.) will also be posted on this site. Supporting and informational documents are for informational purposes only and for the convenience of the Bidders and are not considered a part of the Contract.

City bid documents are provided electronically and free of charge. It is the responsibility of each prospective bidder to verify the completeness of their printed bid documents before submitting their bid and accompanying executed addenda acknowledgement forms. Users are cautioned that City of Redding does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading, or printing of the contract documents.

The contract documents shall supersede any information posted or transmitted by www. cityafreddin. org/ puvbids.

Be advised that the information contained on cityofredding. org/ pwbids may change and without notice to prospective bidders. It is the responsibility of each prospective bidder to check the City' s website . cityofredding. or wbids on a daily basis through the close of bids for any applicable addenda or updates. Notifications updates, bidder inquiries, or addenda will not be provided via email or any other method.

For general information please contact the City of Redding Public Works — Engineering office at 530- 225- 4170. For technical questions please contact Kristen Reagan at 530- 225- 4469, kreagan@cityofredding. org. Bids must be submitted on City supplied forms. No bid will be accepted from a contractor who is not licensed in accordance with the provisions of California Business and Professions Code Sections 7000 et seq. and regulations adopted by the Contractors' State Licensing Board, as amended. The envelope enclosing the proposal shall have stated thereon, " Trinity Street Bikeway Project." Project includes new signal at the intersection of Market and Trinity Streets and a signal upgrade and Butte and Continental Streets., Bid No. 5400)."
The City Council of the City of Redding reserves the right to accept or reject any and/ or all bids and to make that award which is in the best interest of the City.

CHUCK AUKLAND, CITY ENGINEER
Publishing Dates:

August 11, 2023
6 Packet Pg. 146 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

INSTRUCTIONS TO BIDDERS
A. INTRODUCTION
Each proposal shall be made in accordance with the specifications and contract documents prepared by the City of Redding, Public Works Department, Engineering Division, 777 Cypress Avenue, Redding, CA 96001.

B. BIDDER' S UNDERSTANDING
The Bidder shall examine carefully the site of the proposed work and the Contract Documents therefor. The submission of a proposal shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed and materials to be furnished, and as to the requirements of the contract documents.

C. PREPARATION AND SUBMISSION OF PROPOSALS
Proposals shall be submitted on the forms provided by the City Engineer and must be signed by the Bidder or his authorized representative. When signing the proposal, please set forth whether the entity/individual is a corporation, a partnership, a joint venture, a sole proprietorship, etc. The name of the person signing the documents, as well as their authorized capacity, must be typed or printed below the signature. Any corrections to entries made on proposal forms shall be initialed by the person signing the proposal.

Bidders must quote on all items appearing on the Proposal form, unless specific directions allow for partial bids. Failure to quote an item means that the item will be provided at no cost. The bidder shall legibly enter unit or lump sum price in figures, for all items required on the Proposal.

When bids on all items are not required, Bidders shall insert the words " NO BID" where appropriate. In case of discrepancy, between unit prices and totals, unit prices will prevail. Failure to legibly quote on items may disqualify the bid. Alternate bids will not be considered unless specifically called for in the proposal form.

Telegraphic and facsimile proposals will not be considered.

In order to insure consideration, the proposal shall be enclosed in a sealed envelope clearly marked PROPOSAL, including the name of the job, and the opening date and filed with the City Clerk, City of Redding, 777 Cypress Avenue, Redding, CA 96001, before the time set forth in the Notice Inviting Bids. Proposals received after the time indicated will be returned unopened whether or not bids are opened exactly at the time fixed in the Notice Inviting Bids.

D. PROPOSAL GUARANTY
All Bids shall be accompanied by cash, certified check, cashier's check, or bidder' s bond executed by a lawfully authorized surety company, made payable to the City of Redding.

The Proposal Guaranty must be enclosed in the same envelope with the proposal. The amount of the Proposal Guaranty shall not be less than 10 percent of the total amount of the Proposal unless otherwise noted in the Notice Inviting Bids. The Proposal will not be considered unless one of the forms of Proposal Guaranty is enclosed with it. Bidder' s Bond shall be dated. 7 Packet Pg. 147 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) A Bidder' s Bond will be accepted only if it is an original made out on either the Bidder' s bond form enclosed in these documents or on a form which conforms to it. Bidder' s Bond shall be signed by Bidder and by Surety. Surety' s signature shall be notarized and the proof of notary and the power of attorney shall also be original and attached to the original bond at the time the bid is opened. Copies will not be accepted in satisfaction of these requirements.

E. PUB IC WORKS CONTRACTOR REGISTRATION PROGRAM
All contractors and subcontractors who bid or work on a public works project must register with the Director Industrial Relations ( DIR) at:
httq:// www. dir. ca. qov/ Public- WarkslPublicWorks. html The City will not accept a bid with, enter into a contract with, or allow work on a project from an unregistered contractor. Failure of a prime contractor to register prior to bid opening shall cause the bid to be deemed nonresponsive by the City and no exception will be allowed including the renewal exception allowed in Labor Code Section 1725. 5( c).

An inadvertent error in listing a subcontractor who is not registered pursuant to Labor Code Section 1725. 5 in a bid proposal will be allowed, provided that within 24 hours after the bid opening, the subcontractor is registered and has paid the penalty registration fee specified in subparagraph ( E) of paragraph ( 2) of subdivision ( a) of Labor Code Section 1725. 5.

F. LIST OF SUBCONTRACTORS
Each bidder shall submit with his Proposal a list of subcontractors in conformance with Section 3- 3, " Subcontractors," of the Standard Specifications. Public Contract Code Section 4104 requires contractors to list subcontractor license numbers at time of bid. Failure to list the license number shall cause the bid to be deemed nonresponsive.

Subcontractor may be listed on more than one Prime Contractor bid.

G. ADDENDA AND EXPLANATIONS TO BIDDERS
Any explanation regarding the meaning or interpretation of plans, specifications, or other Contract Document shall be requested in writing, with sufficient allowance of time for receipt of reply before the time set for opening of proposals. Any such explanations or interpretations will be made in the form of Addenda to the documents and will be furnished to all listed planholders. Bidders shall acknowledge receipt via email at constructionbids( c cityofreddinq. orq of all Addenda posted on cityofredding. org wbids prior to bid opening. Failure to acknowledge receipt of all Addenda via email shall cause the bid to be nonresponsive and may be rejected. Oral explanations and interpretations shall not be binding.

All bidder inquiries must be received 7 calendar days prior to the bid opening. 8 Packet Pg. 148 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) H. CORRECTION OF WITHDRAWAL OF PROPOSA S
Bid proposal packets shall be submitted to the City Clerk's office prior to the closing date and time indicated in the Notice Inviting Bids. Bid proposal packets shaii not be considered as officially submitted until the Clerk' s office has stamped and accepted the proposals. Once bid proposal packets are officially received, the packets shall not be returned to the bidder and any changes or corrections to the bid proposal shall only be allowed as follows:

1. Request for Correction to Bid Proposal
Any changes or corrections to the bid proposal shall be made in writing, shall clearly define the nature of the changes, and shall be hand delivered to the City Clerk' s office in person prior to the official closing time for submitting proposals. The written changes or corrections shall be submitted in a sealed envelope which has the bidders name and bid schedule number clearly marked on the outside. The envelope shall also clearly indicate on the front that it contains a correction to the original bid.

The Clerk' s office shall stamp the new envelope as" Received" and sign and date the front of the envelope. The bidder ( or the bidder' s representative) and the office staff person shall both sign, date, and print their names over the seal of both the original bid proposal packet and the new envelope containing the corrected documents as evidence that the two envelopes where not opened. In the presence of the bidder ( or the bidder' s representative), the office staff person shall staple the new envelope to the original bid proposal packet.

At the bid opening, the person supervising the bid opening shall open and publicly announce the contents of both the original bid proposal packet and the new envelope with the corrections. The material in both envelopes shall be treated as one document and the correction document shall take precedence in determining the corrected bid amount. The Clerk' s office shall maintain both documents in the bid file along with both sides of the envelopment.

2. Request for Withdrawal of Bid Prior to Bid Opening
Requests for withdrawal of bids shall be made either in person or in writing. No telephonic requests, FAX transmittals, or emails shall be considered for the withdrawal of a bid.

If the request is made in person, the requesting party and the office staff person processing the request shall both sign their names and write the date over the seal on the bid proposal envelope as evidence that it was not opened. The office staff person shall then write on the front of the bid proposal envelope " Bid requested to be withdrawn on [ date] by[ printed name of requesting party]." The office staff person and the requesting party shall then sign, date and print their names on the front of the bid proposal envelope. A copy of the front and back of the bid envelope shall be kept in the bid file.

If the request is made in writing, the office staff person shall sign his/ her name and write the date over the seal of the bid proposal envelope. The office staff person shall then write on the front of the bid proposal envelope " Bid requested to be withdrawn by letter from [ name] dated [ date]." The office staff person shall then sign, date, and print his/ her name on the front of the bid proposal envelope and shall staple a copy of the letter 9 Packet Pg. 149 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) requesting the bid withdrawal to the bid proposal envelope. The original letter and a copy of the front and back of the signed bid envelope shall be kept in the bid file.

At the bid opening, the bid proposal packet will NOT be opened. The bid proposal packet and a copy of the letter requesting withdrawal, if any, shall be returned unopened to the bidder in the same manner as bid securities are returned to unsuccessful bidders. l. B/ D OPEN/ NG
At the time and place fixed for opening of Proposals, the contents of all proposals will be read publicly. All bidders and other interested parties are invited to be present in person or by representatives.

J. PLANS AND SPECIFICATIONS
Upon request, the Contractor will be provided five ( 5) sets of plans ( 11 x 17) and specifications at the Preconstruction Conference. Additional sets will be available from the Engineer at the Contractor' s expense.
10 Packet Pg. 150 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

G I T Y C F

PUBLIC WORK AGREEMENT
A L I F fl l t' J .. ; A'=:

THIS AGREEMENT, made and entered into in duplicate, on the date below written, by and between the CITY OF REDDING, State of California, a Municipal Corporation and General Law, City through its City Council, hereinafter referred to as City, and Contractor
Address
City
hereinafter referred to as Contractor.

WITNESSETH, that, for the considerations hereinafter mentioned, the City and the Contractor agree as follows:

The Contractor agrees, at his own expense, to furnish all labor, materials, tools and equipment, and to perform all the work required to construct and complete in good and workmanlike manner, in strict accordance with the Contract Documents, and to the satisfaction of the City, those improvements entitled:

Project Title
Bid No. #
Job No. #
The Contract Documents herein referred to consist of the following document:

Notice Inviting Bids General Provisions
Instructions to Bidders Special Provisions
Proposal Addendum
Bidder' s Bond Contract Drawings
Agreement Public Liability Insurance
Payment Bond Fire Insurance
Performance Bond' Workers' Compensation Insurance
It is expressly agreed between the parties hereto that should there be any conflict between the terms of this instrument, or any of the other Contract Documents, and the bid or proposal of the Contractor, then this instrument, together with the other Contract Documents, shall control and nothing therein shall be considered as an acceptance of the terms of said bid or proposal of said Contractor.

The City shall make payments on the account of the Contract as specified in the General Provisions.

Except as provided in Section 12940 et seq. of the Government Code, Contractor shall not discriminate against any person because of hislher race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sexual orientation, domestic partners, sex gender identify, gender expression, age or other protected class nor refuse to hire or employ the person or to refuse to select the person for 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 [ agreement/ contract] this nondiscrimination provisions.

Packet Pg. 151 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The City agrees to pay the Contractor for the performance of the contract, subject to additions and deductions provided therein, the following prices, and the Contractor agrees to receive and accept said following prices as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this agreement, and for all loss or damage arising out of the nature of the aforesaid work or from the action of the elements and from any unforeseen difficulties or obstructions which may arise our be encountered in the prosecution of the work until its acceptance by the City, and for all risks of every description connected with the work, and for all expenses incurred by or in consequence of the suspension or discontinuance of the work and for well and faithfully completing the work and the whole thereof in the manner and according to the Contract Documents and the requirements of the City Engineer, to wit:

The Contractor shall commence work within the time period set forth in the General Provisions and shall diligently prosecute the same to completion within working days from the date of the commencement of work.

IN WITNESS WHEREOF, the parties to these presents have hereto set our hands and seals this_ day of 2023.

APPROVED AS TO FORM: CITY OF REDDING
By: By:

City Attorney Mayor
Name of Contractor
ATTEST: Type of Entity
By:

City Clerk Taxpayer ldentification
By:

Name" as Filed with IRS
By:

Contractor
By:

Seal)
Packet Pg. 152 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) BOND NO.:

C TY ( F
F-- f

PUB IC WORKS PAYMENT ( ABOR AND MATERIA S) BOND
C A L f F C1 R 1
KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, athe City Council of the City fo Redding, a Municipal Corporation, in the State of California as Owner, has on conditionally awarded to as Principal, a Contract to do and perform the following work to- wit:
as will more full appear in said Contract, the terms and conditions of said contract being fully incorporatred herein by this reference; and
WHEREASE, under the terms of the Contract and pursuant to Chapter 5 of Title 3 of Part 6 of Division 4 of the California Civil Code ( commencing with Civil Code 9550), Principal is required to furnish a good and sufficient payment bond to secure payment of the claims to which reference is made in Civil Code Section 9554; NOW, THEREFORE, we, the Principal and a corporation duly authorized and admitted to transact business and issue surety bonds in the State of California, hereinafter call Surety, are held and firmly bound unto the Owner, and unto all persons or entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions in the penal sum of Dollars ($ lawful
money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLICATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall fail to pay for any materials or equipment furnished or used in performance of the Contract, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board or the Employment Development Department from wages of employees of the Contractor and aii subcontractors with respect to such work or labor, then the Surety shall pay the same in an amount not to exceed the sum specified above. If suit is brought upon this bond, Surety shall pay, in addition to the above sum, all costs, expenses and fees, including attorney' s fees, reasonably incurred by any party in successfully enforcing the obligation secured hereby, all to be taxed as costs and included in any judgment rendered. Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect, and shall bind Contractor, Surety, their heirs, executors, administrators, successors and assigns, jointly and severally.

It is hereby stipulated and agreed that this bond shall insure to the benefit of all persons, companies, corporations, political subdivisions, State agencies and other entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions, so as to give a right of action to them or their assigns in any suit brought upon this bond. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition. Furthermore, and for valuable considerations, Surety hereby waives the provisions of California Civil Code Sections 2819, 2845, and 2849.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this day of APPROVED AS TO FORM:

Principal
City Attorney By:

ATTEST: Seal)
Pamela Mize, City Clerk Name of Surety
By: Seal)
Attorney-In- Fact
13 Packet Pg. 153 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Bond No.:

CITY QF

PUB IC WORKS PERFORMANCE BOND
A L I F 4 R t t F' A,'

KNOW ALL MEN BY THESE PRESENTS
THAT WHEREAS, the City Council of City of Redding, a Municipal corporation, as Owner, at its regular meeting held on , has awarded to as Principal, a contract to do and perForm the following work to- wit:
as wiil more fully appear in said contract, the terms and conditions of said contract being fully incorporated herein by this reference.

WHEREAS, said Principal is required under terms of said contract to furnish a bond for the faithful performance of said contract;
NOW, THEREFORE, we, the Principal and as Surety, are held and firmly bound unto the Owner in the sum of lawful money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall in all things stand to and abide by, and well truly keep and perForm the covenants, conditions, and agreements in the said contract and any alteration thereof as there provided, on his or their part, to be kept and performed at the time and in the manner therein specified and in all respects according to their true intent and meaning and shall indemnify and save harmless the Owner, its officers, and agents as therein stipulated then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.

As the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications.

If said Owner shall require any further or other bond for its protection in the premises, such further or other bond shall be furnished by the Principal with Surety or Sureties satisfactory to the Owner within ten days after notice of such requirement is given to the Principal, and in case of failure on the part of the Principal to comply with said requirement, the Owner shall have the right, at its option, to terminate said contract with said Principal.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this_ day of APPROVED AS TO FORM:

Principal
City Attorney By:

ATTEST: Seal)
Pamela Mize, City Clerk Name of Surety
By: Seal)
Attorney-I n- Fact
14 Packet Pg. 154 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) C T c F
Bond No.:

PUB IC WORKS MAINTENANCE BOND
C A L i F C? R N } k ,

KNOW ALL MEN BY THESE PRESENTS
THAT WE, the undersigned, as Principal, and
a corporation organized and existing under the laws of the State of California, and authorized to do business in the State of California, as Surety, are held and firmly bound unto the CITY OF REDDING, hereinafter called Obligee, in the sum of
Dollars, lawful money of the United States of America, for the payment of which well and truly to be made, we do hereby jointly and severally bind ourselves, our heirs executors, administrators, successors, and assigns firmly by these presents.

WHEREAS, said Principal has heretofore entered into a contract with the Obligee above named for and
WHEREAS, the work called for under said contract has been completed and accepted by said Obligee:

NOW, THEREFIREM THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal shall, for a period of one year( s) from and after the day of indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship which may be discovered within the period aforesaid, then this obligation shall be void; otherwise the same shall remain in full force and effect.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this_ day of APPROVED AS TO FORM:

Principal
City Attorney By:

ATTEST: Seal)
Pamela Mize, City Clerk Name of Surety
By: Seal)
Attorney- In- Fact
15 Packet Pg. 155 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

SUPPLEMENTAL DISPOSAL SITE AGREEMENT
Contract Bid No.:

Job No.:

Chuck Aukland
City Engineer
777 Cypress Avenue
Redding, CA 96001
Dear Sir:

In accordance with Section 401, Removal, of the Standard Specifications, the following agreement for usage of the disposal site for subject contract is submitted, as required prior to disposal of said materials.

WHEREAS, Contractor has entered into Contract B/ S No. with the City of Redding, hereinafter called " City," for the performance of work on and
WHEREAS, pursuant to the authority of said Contract,
Contractor, and Owner have entered into an
agreement under which Contractor may dispose of materials on Owner's Property.

NOW THEREFORE, pursuant to said Contract B/ S No. Contractor and Owner hereby notify the City that disposal of materials by Contractor on Owner' s property located at will be done pursuant to agreement
between Contractor and Owner and not pursuant to the arrangement between the City and Owner, dated and Owner specifically agrees that the City is hereby released from any and all obligations to Owner under the City' s said arrangement with Owner.

Date Owner
Date Contractor
By:

Authorized Agent
Title
c: City Engineer
Contractor
Property Owner
Resident Engineer
16 Packet Pg. 156 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) CONTRACT PROVISION REQUIRING PERSONAL CERTIFICATION OF ALL CLAIMS:

I, being the
must be an officer) of
General Contractor), declare under penalty of perjury under the laws of the State of California, and do personally certify and attest that I have thoroughly reviewed the attached claim for additional compensation and/ or extension of time, and know it' s contents, and said claim is made in good faith; the supporting data is truthful and accurate/that the amount requested accurately reflects the contract adjustment for which the Contractor believes the owner is liable; and, further, that I am familiar with California Penal Code Section 72, pertaining to false claims, and further know and understand that submission or certification of a false claim may lead to fines, imprisonment and/or other severe legal consequences.

Submission of a claim, properly certified, with all required supporting documentation and written rejection or denial of all or part of the claim by owner, is a condition precedent to any action, proceeding, litigation, suit, or demand for arbitration by Contractor. 17 Packet Pg. 157 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

SUBCONTRACTING REQUEST
Project:

Contractor Name & Address:

Subcontractors Bid Item % of Bid Item
Describe Work When Less
Dollar Amount Based on Bid
Name, Business, Address, Phone) Number( s) Subcontracted than 100% of Work is
Amount
Subcontracted
I certify that the Standard Specifications and Special Provisions for labor set forth in the contract apply to the subcontracted work.

Contractor Signature: Date:

This section is to be completed by the Resident Engineer

1. Total of Bid Items

2. Specialty items previously approved ( if applicable, see note in the instructions)

3. Total ( lines 1+ 2)

4. Contractor must perform with own forces( lines 1 minus 2) x %

5. Bid items subcontracted

6. Balance of work Contractor to perform ( line 1 minus 5) Approved:

Resident Engineer Date:
18 Packet Pg. 158 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

INSTRUCTIONS FOR COMPLETING SUBCONTRACTING REQUEST FORM All First- tier subcontractors shall be included on a subcontracting request.

Submit in accordance with Section 1- 6 of these Special Provisions. Type or print requested information. A copy is to be retained by the Contractor. Submit to project' s Resident Engineer.

After approval, the original will be returned to the Contractor.

When an entire item is subcontracted, the value to be shown is the Contractor' s bid price. When a portion of an item is subcontracted, describe the portion, and show the percent of bid item and value.
19 Packet Pg. 159 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) C 1 T Y O F
Return completed application to:
f' City of Redding, Public Works
Industrial Waste Division
P. O. Box 496071
C A L I F C) R iV I: A ' Redding, CA 96049-6071
530- 224- 4319 Fax 530- 224- 6052

TEMPORARY WASTEWATER DISCHARGE APPLICATION
Submit at least two weeks prior to anticipated discharge to the Public Works Industrial Waste Division.

T e or rint clearl , attach additional sheets if necessa .

Company Name: Site Address: Telephone:

Responsible Party: Mailing Address, City, State, Zip: Telephone:

Contact Person: Mailing Address, City, State, Zip: Telephone:

Cell hone: EmaiL Fax:

Property Owner: Mailing Address, City, State, Zip: Telephone:

Emergency Contact Person: Title: Telephone: After hour phone:

Correspondence to be sent to: Responsible Party Contact Person Property Owner Other:

Billing to be sent to: Responsible Party Contact Person Property Owner Other:

B
I have read this application and the attached material. The information provided is accurate and complete.

Signature: Printed Name, Title Date
C
Nature of discharge: Groundwater well purge for sampling Excavation Water Tank Cleaning Water Other:

Type of Contamination: Petroleum products Sediment Chlorine Other:

Description of liquid treatment, storage, and disposal activity:

Discharge will be: Intermittent Continuous Flow rate: gal/minute Estimated Measured Total Volume: gal Estimated Measured Proposed Discharge Dates from: to Discharge location ( submit site layout drawing( s), including discharge and sample points):

Pollutants and concentrations ( submit analytical results):

Solid residue disposal method:

Notes:
20 Packet Pg. 160 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) p
Site proposing temporary discharge must be connected to the City of Redding sanitary sewer.

Sewer Account No.: Billed to:

Other businesses on account:

List other environmental control permits held by this operation:

EPA ID Number:

Notes:

Office Use Only
Received by: Permit Number: Issue Date: Expiration Date: Manhole WWTP:

Number: Stillwater
Clear Creek
Permit Fee: Volume Unit Cost: Volume Cost: Connection Fee: Total Cost:
500 billed by City Discharge: 6. 59/ CCF Billed at the end Industrial Waste at CCF = 748 gallons) of the project
the end of the 8. 81/ 1000 gallons
project. Prices valid through
12/ 31/ 23
Notes: Volume cost is waived on water and sewer line projects managed by the City of Redding Public Works Department.

Supplemental Information Required:
x Plumbing Plans Site Plan Pretreatment Facilities Water Meter on Site City Meter Needed Analytical Reports Required: Petroleum Products Solids Chlorine Residual Other Notes:

Date Requested: Date Received: Approved by: Approval Date:
21 Packet Pg. 161 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

REFERENCE DOCUMENTS
Standard Specifications for Public Works Construction
Standard Specifications for Public Works Construction ( SSPWC) the " Greenbook," 2021 Edition and current supplements as amended, prepared by the Southern California Chapter of American Public Works Association, and the Southern California District, Associated General Contractors of California, relates to the Work of this Project and is hereby made a part of this Contract as though fully contained herein.

The Contractor is hereby specifically directed, as a condition of the Contract, to obtain the necessary number of copies of Standard Specifications for Public Works Construction, to acquaint himself with the Articles contained therein, and to notify and apprise all subcontractors and any other parties to the Contract, or individuals or agencies engaged in the work, as to its contents.

No contractual adjustments shall be due or become critical as a result of failure on the part of the Contractor to fully acquaint himself with the conditions of Standard Specifications for Public Works Construction.

Copies of Standard Specifications for Public Works Construction commonly called the Greenbook," 2021 Edition and current supplements, may be obtained from Building News, Inc., 990 Park Center Drive Suite E, Vista, CA (888) 264- 2665.

City of Redding Construction Standards
The documents hereinafter referred to as the " City Standards" shall be the current version posted on the City of Redding website:
https://www.cityofredding. org/departments/ public-works/enqineerinq/ construction- standards Other Reference Specifications
Where other reference specifications such as those of ASTM, AASHTO, etc., have been referred to, the applicable portion of such specifications shall become a part of these Contract Documents.

In case of conflict between the Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of the conflicting portions. 22 Packet Pg. 162 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

PROJECT INTRODUCTION AND SPECIA REQUIREMENTS

SCOPE OF THE WORK
The work to be performed under this contract consists of the following:

New Class IV bike facility from Sundial Bridge Drive to Center Street, along Butte, Continental, and Trinity Streets. Project includes new signai at the intersection of Market and Trinity Streets.

TIME OF COMPLETION
Attention is directed to Sections 6- 1 and 6- 3 of the General Provisions, " Construction Schedule and Commencement of Work" and " Time of Completion." In accordance with the provisions of these Subsections, the Contractor shall begin work within fifteen ( 15) days after the date of the Notice to Proceed and thereafter diligently prosecute the same to completion within a period not to exceed fifty-five ( 55) working days. The contract time shall commence on the fifteenth day after the Notice to Proceed or on the date of commencement of the work, whichever occurs first.

MISCELLANEOUS REQUIREMENTS
Preconstruction Conference
A meeting will be scheduled between staff and the successful bidder at a time and place determined by the Engineer to review the project plans, specifications, and any special requirements of the funding program.

Attention is directed to Caltrans Encroachment Permit No 0223- NSN- 0345 " Prior to Work" for additional requirements.

Watering
Watering shall consist of developing a water supply and furnishing all water required for the work, including water used in the performance of work paid for as extra work, and applying all water.

Developing a water supply may include obtaining water for contract purposes from fire hydrant( s) located at or near the work site as determined by the City of Redding Water Division or from private sources provided by the Contractor at his expense. If he obtains water from a fire hydrant, the Contractor shall install a hydrant meter and control valve on the fire hydrant designated as the water source. The Contractor shall obtain the hydrant meter and control valve from the City of Redding Water Division.

The cost of the hydrant meter and control valve are as follows:

25. 00 ( nonrefundable; payable when picked up)
225. 00 refundable deposit for any nonpayment on account and/ or repairs to hydrant meter and control valve; payable when picked up)
276. 50 ( monthly charge for 3- inch hydrant meter and control valve; billed monthly) 23 Packet Pg. 163 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The cost of water is $ 1. 59/ CCF.

In the event that a water truck or tank is filled directly from a fire hydrant, there shall be either an air gap or a backflow device acceptable to the City Water Division on the filler pipe.

Full compensation for developing a sufficient supply of water required for the work shall be considered as included in the prices paid for the various contract items of work involving the use of water and no separate payment will be made therefor.

Full compensation for applying water will be considered as included in the prices paid for the various contract items requiring water and no separate payment will be made therefor, except that applying water for work paid for extra work in accordance with Section 7- 4, " Payment for Extra Work," will be paid for as a part of said extra work.

Surface Mining and Reclamation Act
Attention is directed to the SurFace Mining and Reclamation Act of 1975, commencing in Public Resources Code, Mining, and Geology, Section 2710, which establishes regulations pertinent to surFace mining operations.

Material from mining operations furnished for this project shall only come from permitted sites in compliance with the Surface Mining and Reclamation Act of 1975, and listed in the California Department of Conservation' s Office of Mine Reclamation 3098 list.

The requirements of this section shall apply to all materials furnished for the project, except that the Contractor, with the approval of the Engineer, may use in the proposed construction such stone gravel, sand, or other material suitable in the opinion of the Engineer as may be found in excavation. The Contractor will be paid for the excavation of those materials at the contract price for excavation, but the Contractor shall replace at the Contractor' s expense with other suitable material all of that portion of the material so removed and used which was contemplated for use in the work, except that the Contractor need not replace, at the Contractor' s expense, any material obtained from structure excavation used as structure backfill. No charge for materials so used will be made against the Contractor. The Contractor shall not excavate or remove any material from within the project location that is not within the excavation, as indicated by the slope and grade lines, without written authorization from the Engineer.

Contract Provision Requiring Personal Certification of all Claims The Contractor's attention is directed to the Contract Provision Requiring Personal Certification of all Claims found in the Agreement. The Contract Provision Requiring Personal Certification of all Claims shall be completed and included with any claim for additional compensation and/ or extension of time.

Construction Area Signs
Construction area signs shall be furnished, installed, maintained, and removed when no longer required in conformance with the plans and these special provisions. The Contractor shall be fully and completely responsible for the furnishing, installing, and maintaining all construction area signing. This requirement shall apply continuously and not be limited to working hours.

The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to commencing 24 Packet Pg. 164 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) excavation for construction area sign posts. The regional notification centers include, but are not limited to, the following:

Notification Center Telephone Number
Underground Service Alert- Northern California ( USA) 811 Excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes.

The contract unit price paid for " Construction Area Signs" shaii include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in construction area signs, complete in place, as shown on the plans, as specified in these special provisions, and as directed by the Engineer.

Construction Project Funding Sign
Before any major physical construction work readily visible to the public is started on this contract, the Contractor shall furnish and erect Construction Project Funding Identification Signs at the locations designated by the Engineer.

The signs shall be of a type and material consistent with the estimated time of completion of the project and shall conform to the detail shown on the plans. The sign letters and City of Redding logo shall conform to the colors and details shown on the plans and shall be on a white background ( non- reflective). The letter sizes to be used shall be as shown on the plans. The information shown on the signs shall be limited to that shown on the plans. The signs shall be kept clean and in good repair by the Contractor during the course of construction.

Upon completion of the work, it shall be the Contractor's responsibility to remove and dispose of the signs per the contract specifications.

The lump sum paid for " Project Funding Sign" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing and installing construction project funding signs, complete in place, as shown on the plans, as specified in these special provisions, and as directed by the Engineer.

Sound Control Requirements
The noise level from the Contractor' s operations, between the hours of 8: 00 p. m. and 7: 00 a. m., shall not exceed 86 dbA at a distance of 50 feet without the written approval of the Engineer. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers, or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 25 Packet Pg. 165 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

Erosion Control
Erosion Control shall conform to the provisions in Section 3- 12. 6, " Water Pollution Control," of these special provisions and shall consist of applying Erosion Control materials to the areas shown on the plans, embankment and excavation slopes and other areas disturbed by construction activities and as directed by the Engineer.

Erosion Control is to be placed between September 1
St
and March 15t". Areas completed and
ready for application of Erosion Control outside of these dates shall be temporarily stabilized until the acceptable window begins, or as directed by the Engineer. Areas may be temporarily stabilized using soil binders, temporary seed and straw, or just straw. Prior to application of permanent seed, areas temporarily stabilized using soil binders must be scarified by track walking or other means to break up crusted soils. If areas were temporarily stabilized using seed and straw or just straw, the straw and thick vegetation must be removed and soils scarified prior to application of permanent seed. Topsoil shall be placed in those areas to receive permanent stabilization prior to application of permanent seed, or as directed by the Engineer.

Erosion control materials shall consist of seed, fertilizer, fiber, straw, and tackifier.

Seed is required to be labeled under the California Food and Agricultural Code and shall be labeled by the vendors supplying the seed. Seed shall have been tested for purity and germination not more than 12 months prior to the application of the seed. Seed labels furnished by the vendors shall indicate the purity, germination, and pure live seed ( PLS) as determined by testing. Results from testing the seed for purity and germination shall be furnished to the Engineer prior to applying seed.

Seed shall be delivered to the job site in unopened separate containers with the seed tag attached. Containers without a seed tag will not be accepted.

Seed for erosion control work shall consist of one or more of the following types:

Temporary
Seed for temporary erosion control work shall consist of the following mix:

Species Lbs. PLS/ Acre
Hordeum vulgare 250
Permanent
Seed for permanent erosion control work shall consist of the following mix:

Species bs. P S/ Acre
Achillea millefolium 2
26 Packet Pg. 166 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Bromus carinatus 15
Eschscholzia californica 3
Trifolium willdenovii 5
Festuca microstachy 5
Hordeum vulgare 100
Total 130
Fertilizer shall consist of a natural based product with a slow release formulation of 7- 2- 3 ( N- PK), 10 percent sulfur is optional, or as approved by the Engineer. Fertilizer for erosion controi work shall conform to the requirements of the California Food and Agricultural Code, shall be in pelleted or granular form for hydroseeding, and shall have a minimum guaranteed chemical analysis of 7 percent nitrogen, 2 percent phosphoric acid, 3 percent water soluble potash, and 10 percent sulfur. Fertilizer shall be a formulation suitable for hydroseeding purposes and soluble in water.

Straw for erosion control work shall be sterile upland straw, dry oat, wheat, or rice straw, free from weeds and foreign matter detrimental to plant life. The Contractor shall furnish evidence that clearance has been obtained from the County Agricultural Commissioner, as required by law, before straw obtained from outside the County is delivered to the site of the work. Straw that has been used for stable bedding shall not be used. Hay or chopped cornstalks are not acceptable.

Straw shall be chopped and uniformly applied at a rate specified in this section.

Fiber must be wood fiber, cellulose fiber, alternate fiber, or a combination of these fibers.

Wood fiber must be long strand, whole wood fiber thermomechanically processed from clean whole wood chips.

Cellulose fiber must be made from natural or recycled pulp fiber, such as wood chips, sawdust, newsprint, chipboard, corrugated cardboard, or a combination of these materials.

Alternate fiber must be a long strand, whole natural fiber made from clean straw, cotton, corn, or other natural feed stock.

Fiber must:

1. Disperse into a uniform slurry when mixed with water.

2. Contain 3/4- inch fiber strands for at least 25 percent by total volume.

3. Have at least 40 percent retained when passed through a No. 25 sieve.

4. Have an initial moisture content of no more than 15 percent of its dry weight when tested under CA Test 226. The moisture content must be marked on the packaging. 27 Packet Pg. 167 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

5. Have a water holding capacity, by weight, of at least 1, 200 percent when tested under the procedure designated in Caltrans final report, CA- DOT- TL- 2176- 1- 76- 36, " Water holding capacity for hydromulch," available from METS.

6. Be nontoxic to plants and animal life.

7. Be free of synthetic or plastic materials, lead paint, printing ink, varnish, petroleum products, seed germination inhibitors, and chlorine bleach.

8. Contain less than 250 parts per million of boron.

9. Contain less than 7 percent ash when tested under the Technical Association of the Pulp and Paper Industry, TAPPI Standard T 413.

10. Be colored to contrast with the area on which the fiber is to be applied. The coloring agent must be biodegradable, nontoxic, and free from copper, mercury, and arsenic and must not stain concrete or painted surfaces.

Fiber for temporary hydraulic mulch must be at least 50 percent wood fiber. The remaining percentage must be cellulose fiber, alternate fiber, or a combination.

Tackifier must be:

1. Free from growth or germination inhibiting factors.

2. Nonflamable.

3. Nontoxic to aquatic organisms.

4. Functional for a minimum of 180 days.

General purpose tackifier may be either a plant- based product or a polymeric emulsion blend as follows:

1. Plant based tackifier must be a natural high molecular weight polysaccharide. A high viscosity hydrocolloid that is miscible in water, and labeled as either guar, psyllium, or starch, as follows:

1. 1. Guar gum- based product must be derived from the ground endosperm of the guar plant, Cyanmopsis tetragonolobus. It must be treated with dispersing agents for easy mixing. It must be able to be diluted at the rate of 1 to 5 pounds per 100 gallons of water.

1. 2. Psyllium based product must be manufactured from the finely ground, mucilloid coating of Plantago ovata or Plantago ispaghula seeds and able seeds and able to dry and form a firm but rewettable membrane.

1. 3. Starch based product must be a nonionic, water- soluble, granular material derived from corn, potato, or other plant- based source.

2. Polymeric emulsion blend tackifier must be a prepackaged liquid or dry powder, aniomic formulation with a residual monomer content not exceeding 0. 05 percent by weight. The 28 Packet Pg. 168 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) tackifier must contain and be labeled with one of the following as the primary active ingredients:

2. 1. Acrylic copolymers and polymers.

2. 2. Polymers of inethacrylates and acrylates.

2. 3. Copolymers of sodium acrylates and acrylamides.

2. 4. Polyacrylamide and copolymer of acrylamide.

2. 5. Hydrocoiloid polymers.

Erosion control materials shall be applied in separate applications in the following sequence:

A. The following seed and fertilizer mixture shall be applied with hydro- seeding equipment within 30 minutes after the seed has been added to the mixture:

Material Temporary Pounds Permanent Pounds
Per Acre ( Minimum) Per Acre ( Minimum)
Seed 250 130
Commercial Fertilizer 600 600
Fiber 125 125
B. Straw shall be applied at the rate of 2 tons per acre, or 2. 5 tons per acre for slopes greater than or equal to 4 percent slope, based on slope measurements. Incorporation of straw will not be required. Straw shall be distributed evenly without clumping or piling. When weather conditions are suitable, straw may be pneumatically spread.

C. The following mixture in the rates indicated shall be applied with hydro-seeding equipment:

Material Temporary Pounds Permanent Pounds
Per Acre ( Minimum) Per Acre ( Minimum)
Fiber 500 500
Tackifier 150 150
The ratio of total water to total tackifier in the mixture shall be as recommended by the manufacturer.

Once seed is started in an area, straw and stabilizing emulsion applications shall be completed in that area on the same working day.

The rates of erosion control materials may be changed by the Engineer to meet field conditions.

Erosion control will be measured by the square yard or acre. 29 Packet Pg. 169 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Full compensation for" Erosion Control" shall be considered as included in the contract lump sum price paid for" Water Pollution Control" and no separate payment will be made therefor.

Local Topsoil
This work includes excavating, stockpiling, removing from stockpiles, spreading, and consolidating topsoil.

Material
Topsoil obtained from sources within the right-of-way shall be excavated to the lines and depths as directed by the Engineer. All lumps or clods shall be broken up before the topsoil is spread.

Topsoil obtained from within the project will be considered as selected material. Imported topsoil must consist of fertile, friable soil of loamy character that contains organic matter in amounts natural to the region and be capable of sustaining healthy plant life. Imported topsoil must be free from deleterious substances such as litter, refuse, toxic waste, stones larger than 1 inch in size, coarse sand, heavy or stiff clay, brush, noxious weeds, and other substances detrimental to plant, animal, and human health.

Construction
Preparation shall include all the work required to make ready the areas for application of topsoil and erosion control materials. Rocks and debris largerthan 2- 1/ 2 inches in maximum dimensions shall be removed and disposed of outside the highway right-of-way as permitted by the Engineer.

Topsoil shall be spread uniformly at the rate specified in the special provisions or shown on the plans. The finished surFace after spreading topsoil shall be approximately 1 inch below the top of adjacent grade.

Topsoil shall not be placed until all equipment, except equipment required for spreading topsoil, is through working in an area.

Spread topsoil to a uniform thickness. Topsoil shall be placed a minimum of 6 inches thick on all disturbance areas to be seeded and mulched per " Erosion Control" of these special provisions.

Topsoil shall be placed 4 inches thick on cut slopes that are 2: 1 and flatter. Cut slopes shall be scarified to a depth of 2 inches prior to placing topsoil to ensure sufficient contact. Topsoil shall be roughened by trackwalking or rolling with a sheepsfoot roller prior to seeding and mulching.

Trackwalk topsoil with tracked equipment run perpendicular to slope contours. Water may be used to assist this process but must not cause erosion. Finished surfaces after topsoil placement must achieve a minimum of 85 percent compaction.

Full compensation for local topsoil shall be considered as included in the contract price paid for Water Pollution Control" and no additional compensation will be allowed therefor.

Plastic Netting
Photodegradable or biodegradable plastic netting shall not be used in fiber rolls, erosion control blankets, or any other erosion control BMP unless specified or approved by the Engineer. 30 Packet Pg. 170 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Fiber Rolls
Fiber rolls shall conform to the provisions in Section 3- 12. 6, " Water Pollution Control," of the Standard Specifications and these special provisions and shall consist of applying fiber rolls materials to the areas shown on the plans, embankment, and excavation siopes and other areas disturbed by construction activities and as directed by the Engineer.

Fiber rolls shall be premanufactured roll of rice or wheat straw, wood excelsior, or coconut fiber encapsulated within a biodegradable jute, sisal, or coir fiber netting. The netting shall have a minimum durability of one year after installation. The netting shall be secured tightly at each end of the roll. Rolls shall be between 8 inches and 10 inches in diameter and shall have a minimum weight of 1 pound per linear foot and a minimum length of 20 feet.

Wood stakes shall be a minimum of 1" x 1" x 24" in size and made of untreated fir, redwood, cedar, or pine and cut from sound timber. They shall be straight and free of loose or unsound knots and other defects which would render them unfit for the purpose intended. Metal stakes shall not be used.

Fiber rolls shall be installed by constructing a furrow to a depth between 2 inches and 4 inches, and to a sufficient width to hold the fiber roll. The bedding area for the fiber rolls shall be cleared of obstructions including rocks, clods, and debris greater than one inch in diameter before installation. Stakes shall be installed 48 inches apart along the length of the fiber rolls and stopped at 12 inches from each end of the rolls. Stakes shall be driven to a maxium of 2 inches above, or flush with the top of the roll. Fiber rolls shall be placed parallel to the slope contour and 8 feet apart on 2: 1 slopes and as shown on the plans.

If the intended function of the fiber rolls to disperse concentrated water runoff and to reduce runoff velocities is impaired, the Contractor shall take action to repair or replace the fiber rolls. Split, torn, or unraveling rolls shall be repaired or replaced. Broken or split stakes shall be replaced.

Sagging or slumping fiber rolls shall be repaired with additional stakes or replaced. Locations where rills and other evidence of concentrated runoff have occurred beneath the rolls shall be corrected. Fiber rolls shall be repaired or replaced within 24 hours of identifying the deficiency.

Fiber rolls will be measured by lineal foot.

Full compensation for" Fiber Rolls" shall be considered as included in the contract lump sum price paid for" Water Pollution Control" and no separate payment will be made therefor.

As- Built/ Record Documents
The Contractor shall keep and maintain on the Project Site, one record set of the Contract Documents, which shall be updated weekly to reflect current as-built conditions of the Work as it progresses and document changes to the Work shown on the Project Plans.

Record Documents shall be produced by marking a full- size ( 22" x34") copy of the Project Plans.

The Contractor' s as- built information shall be clear and legible, marked in red, and at a minimum identify the following: the exact horizontal and vertical location of all installations in their finished condition, including all underground work and components; all electrical, plumbing and mechanical installations; all changes in construction, materials and installed equipment; and buried or concealed construction and utility features that are revealed during the course of 31 Packet Pg. 171 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) construction. Special attention shall be given to recording of all buried utilities that differ from locations indicated in the Contract Documents.

The updated drawings shall be available for review by the Engineer and Inspector. Failure to comply with the preparation and submission of as- builts may result in the Engineer withholding the current progress payment, or be subject to administrative deductions as per Section 7- 3. 2.

Where specified in the Special Provisions or Technical Specifications as a condition to certification of final completion, the Contractor shall provide the original Record Documents, together with a certification by the Contractor that the Record Documents are a true representation of the Work as actually constructed. Timely submission of complete Record Documents shall be a condition to certification of final completion and to final payment. Delays in the submission of complete Record Documents may subject the contractor to liquidated damages.

Full compensation for As-Built/ Record Documents shall be considered as included in the contract price paid for the various items of work and no additional compensation will be allowed therefor.

Order of Work
The first order of work shall be to place the order for the traffic signal equipment within 15 days after the notice to proceed has been issued. The Contractor shall furnish the Engineer with a statement from the vendors that the orders for the signal equipment have been received and accepted by the vendors.

Work Hours
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Work Hours" abnd Traffic Control".

Notification of Work
The Contractor shall notify all affected customers ( business or residence) at least 48 hours in advance of the anticipated work in the area. If the customer is not present, a notice approved by the Engineer shall be left attached to the front door ( NOT in a mailbox). The Contractor shall prepare and submit its proposed door hanger notice for City review and approval.

Full compensation for notifications shall be included in the cost of the various contract items and no additional compensation will be allowed therefore.

Temporary Pavement Delineation
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Temporary Pavement Delineation"
Full compensation for Temporary Pavement Delineation shall be considered as included in the contract price paid for Traffic Stripe ( Thermo plastic 4", 6", and 8") and no further compensation will be allowed therefor.
32 Packet Pg. 172 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Pavement Marker
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Markers and Delineators"
Full compensation for Temporary Pavement Delineation shall be considered as included in the contract price paid for Traffic Stripe ( Thermo plastic 6" and 8") and no further compensation will be allowed therefor.

Contract Item ist
Prepare Water Pollution Control
Attention is directed to Special Requirements for " Erosion Controi" and Section 3- 12. 6, " Water Pollution Control," of the special provisions.

Water Pollution Control
Attention is directed to Special Requirements for " Erosion Control" and Section 3- 12. 6, " Water Pollution Control," of the special provisions.

Traffic Control
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 "Traffic Control".

Attention is directed to Part 6, " Temporary Traffic Control," of the Standard Specifications and these special provisions.

Project Funding Sign
Attention is directed to the Special Requirements for" Project Funding Sign" of the Miscellaneous Requirements of the special provisions.

Construction Area Signs
Attention is directed to the Special Requirements for " Construction Area Signs" of the Miscellaneous Requirements of the special provisions.

Excavation ( Unclassified)
Attention is directed to Section 300- 2 " Unclassified Excavation" of the Special Provisions and Section 300- 2. 9 " Payment" of the Standard Specifications.

Cold Mill Asphalt Concrete
Attention is directed to Section 404 " Cold Milling" of the Standard Specifications and the Special Provisions.
33 Packet Pg. 173 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Microsurface ( Type II)
Microsurface ( Type II) shall consist of mixing a polymer modified, cationic microsurfacing emulsion ( MS), aggregate, mineral filler, set- control additives, and water; as well as spreading the mixture on a pavement surface where shown on the plans, in conformance with these special provisions, and as directed by the Engineer. Microsurfacing is to be a quick-traffic system, meaning that it will be able to accept traffic after a short period. Normally, these systems have been required to accept rolling traffic on a one- half ('/ 2) inch thick surface within one hour after placement in + 75° F temperature and 50 percent or less humidity.

Materials
The material for microsurfacing shall conform to the following requirements:

Microsurfacing Emulsion ( MS)
Microsurfacing Emulsion ( MS) shall be homogenous and shall conform to these special provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process.

The MS shall conform to the following requirements when tested in conformance with the following test methods:

Pol mer Modified, Cationic Microsurfacin Emulsion MS
S ecification Desi nation Test Method Re uirement
Viscosit SDF 77 ° F AASHTO T 59 15- 90 Seconds
Sieve, max. AASHTO T 59 0. 30 Percent
Settlement, 5 da s, max. ASTM D244 5 Percent
Storage Stability, 1 day, AASHTO T 59 1 Percent
max.

Residue by Evaporation, California Test 331 62 Percent
min.

S ecification Desi nation for Residue
S ecification Desi nation Test Method Re uirement
Penetration@ 77 F AASHTO T 51 40- 90
100 , 5s , 0. 1 mm
Softenin Point F Min. AASHTO T53 135
Water and Additives
Water shall be potable and free of harmful soluble salts, reactive chemicals, and other contaminants. Additives may be added to the emulsion mix or any of the component materials to provide the control of the quick- traffic properties. The additives must be included as part of the mix design and be compatible with other components of the mix. 34 Packet Pg. 174 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Mineral Filler
Mineral filler shall be Portland cement or hydrated lime that is free of lumps. Portland cement shall be either Type I, Type II, Type III or combination thereof. The type and amount of mineral filler shall be determined by the Contractor based on laboratory mix designs. The minerai filler will be considered part of the aggregate gradation requirement. An increase or decrease of 1 percent may be permitted when the Micro surfacing is being placed if it is found to be necessary for better consistency or set times.

Aggregate
The mineral aggregate used shall be of the type and grade specified for the particular use of the micro surfacing. Aggregate shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and other deleterious substances. Aggregates shall be 100% crushed material with no rounded particles and shall be volcanic in origin. All aggregate shall be free of caked lumps and oversize particles.

The aggregate, prior to the addition of emulsion shall conform to the requirements of this section. If aggregates are blended each component aggregate shall meet the sand equivalency and abrasion resistance and shall be 100% crushed as tested in accordance with California Test 205. The definition of a crushed particle in California Test 205 Section D, is amended to read: " Any particle having two or more fresh mechanically fractured faces shall be considered a crushed particle."
The percentage composition by mass of the aggregate ( including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202:

TYPE 11
Sieve Sizes Percenta e Passin
3/ 8" 100
No. 4 94- 100
No. 8 65- 90
No. 16 40- 70
No. 30 25- 50
No. 50 20- 30
No. 100 10- 20
No. 200 5- 15
The aggregate ( excluding mineral filler) shall conform to the following quality requirements:

Test California Test Re uirements
Sand Equivalent Min. 217 70
Durability Index ( Min.) 229 75
35 Packet Pg. 175 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Percentage of Crushed
205 100%
particles Min. '
Los Angeles Rattler
211 35%
Loss at 500 Rev. Max
Notes: 1. CT205, Section D, is amended to read: " Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle." If the results of the aggregate grading do not meet the specified gradation, the micro surfacing represented by the test shall be removed. Also, if the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the micro surfacing represented by the test shall be removed. No single aggregate grading or Sand Equivalent test shall represent more than 300 ton or one day's production, whichever is smaller.

Mix Design
At least seven working days before the microsurfacing placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project.

The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits:

Residual Asphalt............ 5. 5% to 9. 5% by dry mass of aggregate Mineral Filler.................. 0% to 3% by dry mass of aggregate Additive.......................... As needed
Water ............................ As needed
Adjustments may be required during construction based on field conditions.

The mix design and aggregate tests shall be perFormed by a laboratory capable of performing the applicable International Slurry Surfacing Association ( ISSA) tests. The proposed microsurfacing mixture shall conform to the specified requirements when tested in conformance with the following tests:

Test ISSA Test Method Requirements
Wet Cohesion TB* 139
@ 30 Minute ( Set) ( Min.) 12 kg- cm
60 Minute Traffic Min. 20 k - cm
Excess Asphalt TB* 109 540 g/
m2
Wet Stri in Min. TB* 114 90%
Wet Track Abrasion TB* 100
6- da Soak Loss Max. 810 / m2
Displacement TB* 147A
Lateral ( Max.) 5%
Specific Gravity After 1000
C cles of 125 Ibs. 56. 8 k Max. 2. 10
Classification Compatibility TB* 144 AAA, BAA) 11 Grade Points
36 Packet Pg. 176 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Mix Time @ 77° F ( 25° C) TB* 113 Controllable to 120
Seconds
TB* = Technical Bulletin
The laboratory that performed the tests and designed the mixture shall sign the laboratory report.

The report shall show the results of the tests on individual materials and shall compare their values to those required by these special provisions. The report shall clearly show the proportions of aggregate, filler ( minimum and maximum), water ( minimum and maximum), set control additive, and MSE solids content ( minimum and maximum) based on the dry mass of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit mass of the aggregate ( bulking effect) in conformance with the requirements of ASTM Designation C 29M.

Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 12 months.

Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with these special provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer.

The completed mixture, after addition of water and set control agent, if used, shall be such that the micro surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in Part 6 - Street Closures, Detours, Barricades, of these special provisions, the microsurfacing mixture shall be sufficiently cured to support unrestricted traffic.

Proportioning
Aggregate, mineral filler, MS, water, and additives, including the set- control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than one kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend.

The aggregate shall be proportioned using a belt feeder operated with an adjustable cutoff gate.

The height of the gate opening shall be determinable. The MS shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump' s calibrated condition in conformance with California Test 109 prior to usage.

The delivery rate of aggregate and MS per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer- spreader truck used on the project in conformance with California Test 109 and in conformance with the provisions of these special provisions.

The aggregate belt feeder shall deliver aggregate to the pugmill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2. 0 percent of the mathematical average of 3 runs of at least three tons each. The emulsion pump shall deliver MS to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check- run shall be within 2. 0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check- run shall be within 2. 0 percent of the mathematical average of 3 runs of at least 300 gallons each. 37 Packet Pg. 177 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The MS storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and aggregate belt feeder when the MS level is lowered to a point where the pump suction line is exposed.

A temperature- indicating device shall be installed in the emulsion storage tank at the pump suction level. The device shall indicate the temperature of the MS and shall be accurate to within 10° F.

The belt delivering the aggregate to the pugmill shall be equipped with a device to monitor the depth of aggregate being delivered to the pugmill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation.

Mixing and Spreading Equipment
The micro surfacing shall be mixed in continuous pugmill mixers of adequate size and power for the type of micro surFacing to be placed. All indicators shall be in conformance with these special provisions and shall be in working order prior to commencing mixing and spreading operations.

Mixer- spreader trucks shall be equipped to proportion the MS, water, aggregate, mineral filler, and set- control additives by volume. Rotating and reciprocating equipment on mixer- spreader trucks shall be covered with metal guards.

The mixer- spreader truck shall not be operated unless low- flow and no- flow devices and revolution counters are in good working condition and functioning and metal guards are in place.

Indicators required by these special provisions shall be visible while walking alongside the mixerspreader truck.

Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest onetenth of a revolution.

The microsurFacing mixture shall be spread by means of a spreader box conforming to the following requirements:

Spreader Box
The spreader box shall be capable of placing the microsurFacing a minimum of 12- feet wide and shall have strips of flexible rubber belting or similar material on each side of the spreader box and in contact with the pavement to prevent the loss of micro- surfacing from the box.

Spreader boxes shall have baffles, reversible motor driven augers, or other suitable means to insure uniform application on super- elevated sections and shoulder slopes. Spreader box skids shall be maintained in such manner as to prevent chatter( wash boarding) in the finished mat. The spreader box in use shall be clean and free of micro surFacing and MS at the start of each work shift.
38 Packet Pg. 178 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The spreader box shall have a series of strike- off devices at the rear of the box. The leading strike- off device shall be fabricated of steel, stiff rubber or other suitable material. The number of strike- off devices shall be determined by the Contractor. The first strike- off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform micro surfacing finished surface. The final strikeoff device shall be fabricated of flexible material suitable for the intended use and shall be designed and operated to ensure a uniform texture is achieved in the finished surface of the micro surfacing. The final strike- off device shall be cleaned or changed daily if problems with longitudinal scouring occur.

Flexible fabric drags attached to the rear of the spreader box shall not be used.

The microsurfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engineer.

Preparation for MicrosurFacing
Before placing the microsurfacing, all pavement surfaces shall be cleaned by pick-up broom to remove loose particles of paving, dirt, and other extraneous material. Manholes, valve boxes, drop inlets and other service entrances shall be protected from the microsurfacing by a suitable method acceptable to the Engineer. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement.

All weeds shall be removed prior to application of microsurFace.

Placing
The microsurfacing mixture shall be uniformly spread on the existing surfacing within the rate specified without spotting, rehandling or otherwise shifting of the mixture.

The microsurfacing shall not be placed prior to seven days after replacing AC surfacing unless the fresh AC surFace area is covered with a prime coat as specified in Section 302- 5. 3 of these special provisions. In no case shall the micro surfacing be placed on fresh asphalt prior to three days curing time.

The microsurfacing mixture shall not be placed when the ambient temperature is below 60- degrees F, humidity above 60 percent or during unsuitable weather. Microsurfacing shall not be placed if rain is imminent or there is the possibility that there will be freezing temperatures within 24 hours.

MicrosurFacing shall be spread at a rate within the following ranges of pound of dry aggregate per square yard ( kilograms of dry aggregate per square meter).

Micro- surfacing Type ocation Spread Rate
Type II Full Traffic Width 15— 20
39 Packet Pg. 179 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product.

Through traffic lanes shall be spread in full lane widths only. ongitudinal joints common to two traffic lanes shall be butt joints with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the micro surfacing. Other suitable methods to avoid double placement of the micro surfacing will be allowed. Hand tools shall be available to remove spillage.

The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the MS and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities.

Adequate means shall be provided to protect the microsurfacing from damage by traffic until such time that the mixture has cured sufficiently so that the micro surfacing will not adhere to or be picked up by the tires of vehicles.

Placement of the microsurfacing shall cease a minimum of one hour before the expiration of the road closure hours as specified in Part 6 - Street Closures, Detours, Barricades, of these special provisions, unless the Contractor proves to the satisfaction of the Engineer that the surface will be ready for unrestricted traffic at the expiration of the road closure hours.

Broadcast Sand
Sand may be used to open limited traffic to driveways only with the Engineer' s authorization.

Sand shall be " washed" sand and applied only by using a mechanical broadcaster. All broadcast sand shall be swept up within 24 hours of application.

Repair of Early Distress
If bleeding, raveling, delamination, rutting, or washboarding occurs within the one-year maintenance period, the Contractor shall diligently pursue repairs within 15 days of notification by any method approved by the Engineer. The Contractor shall not be relieved from maintenance until repairs have been completed.

Payment
The contract price paid per square yard for " MicrosurFacing ( Type II)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing microsurfacing, complete in place, including testing for and furnishing mix design, cleaning the surface, furnishing added water and set- control additives, rolling, sanding, and protecting the micro surfacing until it has set, as shown on the plans, as specified in these special provisions, and as directed by the Engineer.

Asphalt Concrete
Attention is directed to Section 302- 5" Asphalt Concrete Pavement" of the Special Provisions and Standard Specifications.
40 Packet Pg. 180 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Aggregate Base
Attention is directed to Section 301- 2 " Untreated Base" of the Standard Specifications and the Special Provisions.

Cross Gutter
The contract price paid per square foot for " Cross Gutter" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in the installation of the concrete cross gutter, complete in place, including removal and disposal of the existing asphalt concrete shown on the plans, removal of any existing pipe, placement of concrete or asphalt transitions, tie-in paving, etc. as necessary to provide a complete and fully functioning cross gutter as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Curb and Gutter
The contract unit price paid per linear foot for " Curb and Gutter" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the installation of the curb and gutter including but not limited to sawcutting for trim line, removal and disposal of the existing asphalt concrete and existing curb and gutter, additional aggregate base needed to make base grade, AC tie- in paving, protection of the existing sidewalk, trees, etc. as necessary to provide a complete and fully functioning curb and gutter as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Curb Ramp
Ramp types shall be as noted on the plans unless otherwise approved by the Engineer and shall be constructed per City of Redding Construction Standards Pages 141. 10, 141. 20, and 141. 30, per Caltrans Standard A88A, or as shown on the plans.

The contract price paid per square foot of" Concrete Curb Ramp" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing concrete curb ramps, complete in place, including grading, excavation, , removal and disposal of the existing asphalt and concrete, base, compaction of base, forming, finishing, curing, installing detectable warning surfaces, installing expansion joint material, grooving, retaining curb, pedestrian accommodations, and public safety as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the engineer.

Sidewalk( 4" PCC)
The contract price paid per square foot for° Sidewalk ( 4" PCC)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the construction of Sidewalk ( 4" PCC), complete in place, including all watering, trenching, excavation, grading, relocation of irrigation systems as required, root pruning and removal of offensive tree roots, aggregate base backfill, compacting, bar reinforcing steel, integral curbs, concrete forming and curing, tree planters disposal of excess materials, 41 Packet Pg. 181 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) pedestrian accommodation, public safety, and all specific items shown on the plans, specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Replace Manhole Frame and Cover( SD)
The Contractor shall replace storm drain manhole frame and covers as shown on the plans and per City of Redding Construction Standards page 264. 00 and 264. 10.

The contract unit price paid for " Repiace Manhole Frame and Cover ( SD)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in replacing manhole frame and cover complete in place as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Replace Manhole Frame and Cover( SS)
The Contractor shall replace sanitary sewer manhole frame and covers as shown on the plans and per City of Redding Construction Standards page 364. 20 and 364. 30.

The contract unit price paid for " Replace Manhole Frame and Cover ( SS)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in replacing manhole frame and cover complete in place as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Remove Pavement Marking( Thermoplastic)
All thermoplastic pavement marking shall be removed prior to asphalt concrete or micro surfacing application by grinding. Depth of grind shall be slightly less than the thickness of the marking and the resulting surface shall be left rough for proper asphalt concrete or micro- surfacing adhesion.

The contract price paid per square foot of " Remove Pavement Marking ( Thermoplastic)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing pavement marking including traffic control, clean up, air pollution control, and mobilization, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Remove Traffic Stripe (Thermoplastic)
Traffic stripes measuring 4- inch, 6- inch, and 8- inch wide and pavement markers to be removed shall be removed at the locations shown on the plans and at the locations designated by the Engineer.

TrafFic stripes shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Sand or other material deposited on the pavement as a result of removing traffic stripes shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted.

Traffic stripes shall be removed before any change is made in the traffic pattern. 42 Packet Pg. 182 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Remove traffic stripe measuring 4- inch, 6- inch, and 8- inch wide will be measured by the linear foot. Gaps in the broken traffic stripes will not be measured. All paint which is evident in these gaps shall be removed to the fullest extent possible.

The contract price paid per linear foot for " Remove Traffic Stripe ( Thermoplastic)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing traffic stripes, complete in place, to include removal of pavement markers including underlying adhesive, provide temporary pavement delineation, disposal of excess materials, as shown on the plans, specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Pavement Marking ( Thermoplastic)
Attention is directed to Section 314- 4 Application of Traffic Striping and Curb and Pavement Markings of the special provisions and the Standards Specifications.

Pavement Marking( Green - Bike)
Attention is directed to Section 314- 4 Application of Traffic Striping and Curb and Pavement Markings of the special provisions and the Standards Specifications.

Insta1190 mil preformed, fused thermoplastic film high skid, that has intermixed reflective elements with factory installed crushed class or aggregate on the surface in the locations shown on the plans. The pavement marking material shall be designed to minimize loss of traction for bicyclists.

The pattern of the green colored marking shall be continuous or segmented in a manner that matches the pattern of the associated dashed lines, thus filling in only the areas that are directly between a pair of dashed lines segments, as shown on the plans.

Pavement Marking ( Green - Bike) shall be Ennis- Flint PreMark with Vizigrip or approved equal.

The daytime chromaticity for the green colored marking shall be:
1 2 3 4

X Y X Y X Y X Y

0. 230 0. 754 0. 266 0. 500 0. 367 0. 500 0. 444 0. 555 The daytime luminance factor ( Y) shall be at least 7, but no more than 35.

The nighttime chromaticity for the green colored marking shall be:
1 2 3 4
X Y X Y X Y X y

0. 230 0. 754 0. 336 0. 540 0. 450 0. 500 0. 479 0. 520 43 Packet Pg. 183 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Traffic Stripe ( 4" Thermoplastic), ( 6" Thermoplastic), ( 8" Thermoplastic) Attention is directed to Section 314- 4 Application of Traffic Striping and Curb and Pavement Markings, of the special provisions and the Standard Specifications.

Pavement Marker
The Contractor shall provide and install Pavement Markers in accordance with Caltrans Standard Plans Details A20A thru and A20D and City of Redding Construction Standards 171. 00 and as specified in these special provisions, and as directed by the Engineer.

Pavement markers outside the project limits marred or destroyed by the Contractor' s operations shall be replaced to the satisfaction of the Engineer at no cost to the City of Redding.

The contract unit price paid for "Pavement Marker" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing pavement markers, complete in place, as shown on these plans, as specified in these special provisions, and as directed by the Engineer.
lnstall Sign
The distance from the finish grade to the bottom edge of the lowest sign shall be 7 feet where located in pedestrian walkways.

The contract unit price paid for each " Install Sign" shall include full compensation for furnishing all labor, materials, tools, equipment , and incidentals and for doing all the work involved in installing signs complete in place, including all required mounting hardware, sign post and quick- change base per the City of Redding Standards Page 152. 10, excavation, concrete, and providing temporary signage during the transition as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer.

Remove Sign
The contract unit price paid for " Remove Sign" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing and disposing of existing signs and posts, including all work necessary to backfill the existing post hole, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer.

Marker Post
Marker Posts shall be Type K17 Flexible Post by US Reflector or approved equal. The posts shall be white in color with two, white reflective collars. Posts shall be installed with an anchor bolt that screws into a flush mounted metal sleeve, which is bonded into the pavement. The Contractor shall mark the post locations for approval by the Engineer prior to installation.

Marker Post with cycle track sign shall be FlexBollard with Sign Post of Seton or approved equal.

The posts shall be red in color with two, white reflective stripes. Posts shall be installed with an anchor bolt that screws into a flush mounted metal sleeve, which is bonded to the pavement. The Contractor shall mark the post locations for approval by the Engineer prior to installation. 44 Packet Pg. 184 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The contract unit price paid for " Marker Post" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing marker posts complete in place including all required mounting hardware as shown on the plans, as specified in the Standard Specifications, and these special provisions, and as directed by the Engineer.

Traffic Signal Modifications
Attention is directed to Part 7, Section 700 Materials of these Special Provisions.

Street Light( Standard& LED Luminaire)
The contract unit price paid for " Street Light ( Standard & LED Luminaire)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing the street lights, including foundation standard and luminaire, as set forth on the project plans, complete in place, including all watering, trenching, excavation, aggregate base backfill, concrete forming and curing, disposal of excess materials, trimming of existing trees that will block lighting, all necessary to provide a complete and fully functioning street light as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Pullbox( 2E), ( 3E)
Attention is directed to section 701- 11 of the Standard Specifications.

Conduit( 2" PVC), ( 4" PVC)
Attention is directed to section 701 of the Standard Specifications and these special provisions.

Conductor(# 6)
Attention is directed to section 701 of the Standard Specifications and these special provisions. 45 Packet Pg. 185 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Electric Plans
The project electric plans (sheets 22-26) refer to work to be completed by the "Customer". On this project, the Customer is the City of Redding Public Works Department. Ali work set forth in the electric plans as being completed by Customer shaii be completed by the Contractor as necessary to provide a complete and operational street light system as set forth in the plans, as specified in the Standard Specifications, the City of Redding Construction Standards, these special provisions, and as directed by the Engineer.

Full compensation for interpreting the electric plans and providing the required electric improvements shall be considered as included in the contract price paid for various items of work and no further compensation will be allowed therefor.
46 Packet Pg. 186 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) PART 1 GENERA PROVISIONS
SECTION 1 GENERAL
1- 1 General
The following terms are added:

Wherever in these documents the words " City" or "Agency" appear, it shall be understood to refer to and indicate the City of Redding, a general law city, existing under and by virtue of the laws of the State of California.

Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended or if delivered at or sent by registered mail to the last business address known to him who gives the notice."
1- 2 Terms and Definitions
Definitions are amended or added as follows:

1. Bid Guaranty—The cash, cashier's check, certified check, or bidder' s bond accompanying the Bid as a guaranty that the Bidder will enter into a contract with the Agency for the performance of the work.

2. Board, Council, and Agency— The officer or body constituting the awarding authority of the Agency.

3. City, Contractor, and Engineer- The City, Contractor, and Engineer are those as defined in the Standard Specifications. They are treated throughout the contract document as if each were of the singular number and masculine gender.

4. Date of Execution of the Contract — The date on which the Contract is signed by the Agency's authorized representative.

5. Plans — The drawings, profiles, cross sections, working drawings and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Plans may either be bound in the same book as the Specifications or bound in separate sets, and are part of the Contract Documents regardless of the method of binding.

6. Standard Specifications — Standard Specifications for Public Works Construction SSPWC) the " Greenbook," 2021 Edition and current supplements as amended, prepared by the Southern California Chapter American Public Works Association, and the Southern California Districts, Associated General Contractors of California. 47 Packet Pg. 187 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 1- 6 BIDDING AND SUBMISSION OF THE BID
1- 6. 1 General
Add the following paragraph:

When an item of work is designated as ( S) in the Bid or Proposal, the estimated quantity for that item of work shall be designated as a " Specialty Item." 1- 7 AWARD AND EXECUTION OF THE CONTRACT
1- 7. 1. 1 Acceptance or Rejection of Proposals
The City reserves the right to reject any and all proposals. Without limiting the generality of the foregoing, any proposal which is incomplete, iilegible, or irregular may be rejected; any proposal having erasures or corrections in the price sheet may be rejected; any proposal in which the unit price is omitted or in which the unit price is obviously unbalanced may be rejected; any proposal accompanied by an insufficient or irregular bid security may be rejected. 1- 7. 1. 2 Forfeiture of Proposal Guaranty
If a bidder should, after being awarded the contract, fail to execute the contract and furnish the necessary bonds, certifications, and insurance in the manner and within the time provided in these specifications, the bid security shall be forfeited to the City as liquidated damages, and the award of the contract shall be annulled.
1- 7. 1. 3Return of Proposal Guaranties
All securities will be returned except that of the successful bidder and that of the next lowest bidders up to four( 4), which the City will hold until the contract documents have been executed and the required contract bonds and insurance have been submitted by the successful bidders and accepted by the City or until bids are rejected.
1- 7. 1. 4 Award of Contract
Any contract awarded will be to the lowest responsible bidder who submits a responsive bid. Any award will be made within 90 days after the opening of the proposals. The period of time specified above within which the award of contract may be made shall be subject to extension. All bidders who submitted a bid that was not rejected will be asked to extend their bids.

All bids will be compared on the basis of the Engineer' s estimate of the quantites of work to be done.

1. 7. 1. 5 Execution of Contract
The contract in form and content satisfactory to the City shall be executed by the bidder to whom the contract is awarded and returned, together with all required bonds, policies, and certificates, within 10 days, ( not including Sundays and legal holidays), after award of the contract. No proposals shall be considered binding on the City until the contract has been executed by all parties thereto.
48 Packet Pg. 188 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 1- 7. 1. 6 Early Start of Work
The Contractor may start job site activities before receiving notice of Contract approval under the following conditions;

1. Submit the contract, bonds, and insurance listed in 1- 7. 1. 5, Execution of Contract.

2. Provide a letter to the City with at least 72- hour notice requesting an early start of work.

3. Request and obtain an encroachment permit from the City.

4. Receive written approval from the City Engineer to start work.

5. Perform work at your own risk.

6. If the Contract is approved, work already performed that complies with the Contract is authorized.

7. If the Contract is not approved, the Contractor shall leave the job site in a neat condition, restore the site or facility to its former condition or equal. The City will not pay for this work.

8. The City does not adjust working days for work performed before Contract approval.

9. Ground disturbing/job site activities are still subject to the requirements of the Water Pollution Control Plan or Storm Water Pollution Prevention Plan. 1- 7. 2 Contract Bonds
Delete this section in its entirety and add the following:

Before execution of the Contract by the Agency, the Bidder shall file with the Agency surety bonds satisfactory to the Agency in the amounts and for the purposes noted below. Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California shall be issued by a surety who is listed in the latest revision of the U. S.

Department of Treasury Circular 570, is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract. The Bidder shall pay all bond premiums, costs, and incidentals.

Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the surety shall be notarized.

The Bidder shall provide two good and sufficient surety bonds. The" Payment Bond" ( Material and Labor Bond) shall be for not less than 100 percent of the contract price, to satisfy claims of material suppliers and of inechanics 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 Agency, and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code.

The " Performance Bond" shall be for 100 percent of the contract price to guarantee faithful performance of all work, within the time prescribed, in a manner satisfactory to the Agency, and that all materials and workmanship will be free from original or developed defects. In 49 Packet Pg. 189 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) addition, the Performance Bond shall include a one- year Maintenance Bond which shall begin upon acceptance of the Work. The amount of the Maintenance Bond shall be for 50 percent of the final contract price. The Maintenance Bond shall be submitted on the form contained in these specifications or on a form which conforms to it prior to release of final payment ( less retention) for the work.

Should any bond become insufficient, the Contractor shall renew the bond within ten ( 10) days after receiving notice from the Agency.

Should any Surety at any time be unsatisfactory to the Agency, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the Contract until a new Surety shall qualify and be accepted by the Agency.

Changes in the Work, or extensions of time, made pursuant to the contract, shall in no way release the Contractor or Surety from their obligations. Notice of such changes or extensions shall be waived by the Surety."
SECTION 2 SCOPE OF WORK
2- 2 PERMITS
Add the following paragraph( s):

The Contractor and any subcontractor working under the Contractor shall obtain a City business license prior to doing any work on a job site in the City. It shall be the responsibility of the Contractor, who is signature to the Contract, to notify their subcontractor(s) to abide to this requirement. In the event a required business license is not obtained, the City shall give the Contractor written notice of 10 days to correct the deficiency. In the event the business license( s) is not obtained, the City shall withhold the estimated cost of the license( s) from the next payment to the Contractor until the license is obtained. If during the course of construction a City business license expires and the Contractor or subcontractor continues to work, these same provisions will apply."
The City of Redding has obtained an encroachment permit ( No. 0223- NSN- 0345) from Caltrans. The Contractor shall be responsible for obtaining a double encroachment permit from Caltrans at a cost of$ 164. The Contractor shall also be responsible for meeting with Caltrans staff to go over all the requirements prior to start of construction. The Contractor shall familiarize himself with the permit requirements and shall be responsible for the implementation of all permit conditions.

Environmental Compliance
The Contractor' s activities on this project are subject to certain environmental compliance limitations. The City has obtained or adopted permits, agreements, approvals, and/ or other environmental documentation ( Permits) for the project that are binding on the Contractor and affect the Contractor' s work. Such Permits include:

1. The project includes pre- construction biological survey areas. If vegetation removal or construction occurs during the nesting season for migratory birds or raptors February 1 and August 31), the Contractor will hire a qualified biologist to conduct pre-construction surveys for nesting birds.
50 Packet Pg. 190 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The Contractor shall be fully aware of the Permits and shall be responsible for constructing the project in compliance with all provisions of the Permits, and those applicable measures contained in the Permits reasonably pertaining to construction of the project as indicated below in ENVIRONMENTAL COMPLIANCE. Proposed changes to the Permits shall be submitted to the Engineer for transmittal to the appropriate approving authority. Changes shall not be implemented until approved in writing by the Engineer. All changes shall be fully binding on the Contractor.

Contractor shall be responsible for penalties assessed or levied on the Contractor or the City of Redding as a result of the Contractor' s failure to comply with applicable provisions and measures of the Permits.

Modifications made as a result of the Contractor' s non- compliance with the conditions of the Permits shall not be cause for additional compensation to the Contractor. The provisions of this section shall be made a part of every subcontract executed pursuant to this contract.

Days when the Contractor' s operations are restricted by the requirements of this section shall not be considered to be non- working days. No time extensions shall be granted as a result of the restrictions of this section.

Contract Environmental Manager
The Contractor shall designate a Contractor Environmental Manager ( CEM) to coordinate, manage, and ensure implementation of all environmental related measures as required by environmental permits and these Specifications. The CEM will be located at the project site and available for coordination with the City as necessary to ensure compliance with these Specifications. The CEM shall monitor the Contractor' s activities and have the authority to implement or cause implementation of ineasures necessary to ensure compliance with these Specifications. The CEM may be assigned other duties and responsibilities by the Contractor as desired.

Environmental Compliance

1. The construction related conditions in the Permits and Agreements shall be implemented by the Contractor including pre- construction notifications, meetings, trainings, surveys, ESA fence installation, or post- construction notifications and reporting.

2. If vegetation removal or construction activities will occur between February 1 and August 31, a Contractor supplied Biologist shall conduct a preconstruction survey within 7 days of construction activities beginning ( including mobilization). If construction activities cease for a period greater than 7 days, additional preconstruction surveys will be required.

3. If nesting birds or raptors are found, the Biologist and Contractor must contact the City Resident Engineer and the City Environmental Compliance Manager. The City will consult with CDFW. An appropriate buffer, as determined by CDFW will be placed around the nest until the young have fledged.

4. Resource agency representatives shall have the right to enter the Project site at any time.

5. If human remains are discovered during project activities, all work will stop in the vicinity of the find and both the City and the Shasta County Coroner' s Office shall be notified. 51 Packet Pg. 191 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Treatment of the remains shall be conducted in accordance with the direction of the Coroner and/ or the Native American Heritage Commission, as appropriate.

6. Staging and storage areas for equipment, materials, fuels, lubricants and solvents along with all maintenance and re-fueling activities for all machinery and equipment shall be no less than fifty ( 50) feet away from any watercourse ( drainage, ditch, creek, stream, or river).

7. Any equipment or vehicles driven and/ or operated within or adjacent to a watercourse shall be checked and maintained daily to prevent leaks or materials that could be deleterious to aquatic and terrestrial life or riparian habitat.

8. Stationary equipment such as motors, pumps, generators, and welders, located within or adjacent to a watercourse shall be positioned over drip pans.

9. All activities performed in or near a watercourse shall have absorbent materials designated for spill containment and clean- up activities on- site for use in an accidental spill. The Contractor shall immediately notify the Engineer and the California Emergency Management Agency at 1- 800- 852- 7550 and immediately initiate the clean- up activities.

CDFW shall be notified by the Contractor and consulted regarding clean- up procedures.

10. The Contractor shall prevent the discharge of sediment, and/ or muddy, turbid, or silt-laden waters, resulting from the project, into any watercourse. Where necessary to prevent such discharge, the Contractor shall properly install and maintain sediment barriers ( including but not limited to filter fabric fencing, fiber mats, rice straw or fiber waffles or rolls) capable of preventing downstream sedimentation/ turbidity. Said devices shall be cleaned of all trapped sediment as necessary to maintain proper function. Recovered sediment shall be disposed of where it shall not return to the watercourse. Said devices shall be completely removed from the channel, along with all temporary fills, upon completion of operations.

11. Best management practices ( BMPs) for erosion, sediment, turbidity and pollutant control shall be implemented and in place at commencement of, during, and after any ground clearing activities, construction activities, or any other project activities that could result in erosion, sediment, or other pollutant discharges to waters. An effective combination of erosion and sediment control BMPs shall be implemented year round, regardless of season or time of year.

12. Groundwater and subsurface flow encountered during excavation shall be pumped to a natural or excavated settling basin on stable soil. The settling basin shall not be allowed to drain to or be pumped to any watercourse until the stored water is less turbid than the stream flow into which it is released.

13. Exposed soils and materials stockpiles that are exposed by project operations shall be adequately stabilized when there is a 50 percent chance of rainfall forecast by the National Weather Service during construction, and immediately upon completion of construction, to prevent the mobilization of pollutants and sediment off- site. National Weather Service forecasts for the City of Redding shall be monitored by the Contractor to determine the chance of precipitation.

14. Water discharged as a result of pipeline pressure testing, dewatering, or other means shall be free of all contaminants, pollutants, and chemicals. In no case shall such water be discharged to streams, ditches, storm drains, or other waterways or areas whereby the 52 Packet Pg. 192 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) water eventually discharges over the surface of the ground to such areas without the prior written consent of the Engineer.

15. All open trenches shall be covered with steel plates or restored to original surface conditions at the end of each day.

16. Excavated trench materials shall not be placed or stored on any paved streets, gutters, or sidewalks.

Definitions
Cementitious Materials: Any substance containing concrete, cement, grout, or related materials, in either it' s cured, wet, or dry form, including discharge water when its pH has been altered due to contact with such substances.

Contractor Environmental Manager ( CEM): The Contractor' s designated representative that shall coordinate, manage, and ensure implementation of all environmental related measures as required by the Permits and these Specifications.

Environmental Sensitive Area ( ESA): That area delineated by the plans, specifications, Permits, or on the project site, that must be protected and avoided during construction, including protection from pollutant laden construction- or storm-water run-off. No access shall be allowed unless approved by the Engineer.

Riparian Vegetation: That specific vegetation community growing along and within the corridors of creeks, streams, rivers, lakes, and other aquatic habitats, including their floodplain, which is typically affected by the hydrology and wet soil conditions.

Stormwater Pollution Prevention Plan ( SWPPP): The stormwater pollution prevention plan is a contractor prepared document required by the State Water Resources Control Board, Statewide National Pollutant Discharge Elimination System ( NPDES) Construction General Permit, Water Quality Order 2009- 0009- DWQ for storm water and non- storm water discharges associated with construction activities. The SWPPP shall be prepared pursuant to these specifications.

Watercourse: Drainage Channel, Creek, Stream Channel, Stream Banks, Banks, Stream, Stream Course, Streambed, Creek, Creek Bed, Bed and Bank, Ordinary High Water Mark, High Water Mark, Active Stream Channel.

Water Pollution Control Plan ( WPCP): The water pollution control plan is a contractor prepared document required by the City of Redding pursuant to the State Water Resources Control Board, Statewide National Pollutant Discharge Elimination System ( NPDES) MS4 General Permit, No. CAS000004 for storm water and non- storm water discharges associated with construction activities. The WPCP shall be prepared pursuant to these specifications.

Waters of the State, Waters of the U. S.: Any surface water or groundwater, or areas that hold such waters, including saline waters, within the boundaries of the state.

Work Boundary: Environmental Study Limits, Construction Limits, Project Work Limits: That area delineated by the plans, specifications, approvals, or on the project site, in which all work must be completed. No work is allowed outside of this limit without the written approval of the Engineer.
53 Packet Pg. 193 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 2- 10 DISPUTED WORK
Delete the first paragraph in its entirety and replace with the following:

In accordance with Public Contract Code Section 9204 the following shall appiy to any claim by Contractor:

Claim" means a separate demand by a contractor, which inciudes any of the following. 1) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City, ( 2) payment by the City of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, 3) payment of the amount that is disputed by the City.

Upon receipt of a claim sent by registered mail or certified mail with return receipt requested, the City will conduct a review of the claim and, within a period not to exceed 45 days, will provide a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, the City and Contractor may, by mutual agreement, extend the time period provided in this subdivision.

The Contractor shall furnish reasonable documentation to support the claim.

Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement.

If the Contractor disputes the City' s written response, or if the City fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the claimant sharing the associated costs equally. The City and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim.

Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If inediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.

For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the time frames in this section. 54 Packet Pg. 194 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contractor Code Section 20104. 4 to mediate after litigation has been commenced.

This section does not preclude the City from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if inediation under this section does not resolve the parties' dispute.

Failure by the City to respond to a claim from a Contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the City' s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.

Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.

If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against the City because privity of contract does not exist, the Contractor may present to the City a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the City shall furnish reasonable documentation to support the clam. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the Contractor presented the claim to the City and, if the original Contractor did not present the claim, provided the subcontractor with a statement of the reasons for not having done so.

A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that ( 1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and ( 2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the time frames and procedures set forth in this section."
The second paragraph of Section 2- 10 is amended to read:

Although not to be construed as proceeding under extra work provisions, the Contractor shall keep records of Disputed Work in accordance with Section 7- 4, and shall furnish the records to the Agency by the close of the next working day following each date that the Disputed Work is performed. Failure to create and maintain the required records will operate as a waiver of the Disputed Work claim. Failure to present the records to the Agency in the time required herein shall operate as a waiver of the Disputed Work claim for each date that the records are not timely presented."
55 Packet Pg. 195 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) SECTION 3 CONTRO OF THE WORK
3- 3 SUBCONTRACTORS
The second paragraph is amended to read:
before work starts, the Contractor shall submit to the Engineer for approval a Subcontracting Request form listing the name, business address, contractor license number, Department of Industrial Relations Public Works Contractor Registration Number, and a description and value of each portion of Work..."
3- 5 INSPECTION
Add the following paragraph:

The City will not make inspections on weekends, holidays, or outside the normal work hours of 7 a. m. to 5 p. m. except when agreed to by the Engineer. At the Engineer' s direction compensation may be demanded of the Contractor if overtime inspections are required withheld from monies due the Contractor)."
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Signal, Lighting, and Electrical Systems."
3- 8 SUBMITTALS
3- 8. 4 Supporting Information
Delete Item M and add the following:
m) Data, including, but not limited to, make model, serial number, manufacturer, catalog sheets, manufacturer' s brochures, technical bulletins, and other information necessary to describe a system, product or item. The City will furnish the Contractor with electronic spreadsheet forms ( Microsoft Excel) to be completed and submitted to the Engineer. This information is required for motors, instruments, electrical equipment and panels, valves, and pumps as specified in the technical specifications, shown on the plans, directed by the Engineer or these Special Provisions.
n) Operations and Maintenance ( O& M) manuals shall be furnished as specified in the technical specifications and these Special Provisions. The Contractor shall furnish an electronic Adobe Acrobat (pdf) copy of the O& M manual. o) Training shall be provided as specified in the technical specifications and these special provisions. Where applicable the Contractor shall provide video training electronically. 3- 10 SURVEY
3- 10. 1 General
Add the following:

The Contractor' s attention is directed to Section 400- 2, Permanent Survey Markers." 56 Packet Pg. 196 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 3- 12 WORK SITE MAINTENANCE
3- 12. 6 Water Pollution Control
Delete sections 3- 12.6. 1 through 3- 12. 6. 3 in their entirety and replace with following:

Prior to any construction activity, the Contractor shall prepare, submit, and obtain approval of a Water Pollution Control Plan ( WPCP) that addresses both temporary and permanent erosion control Best Management Practices ( BMPs) for stormwater and non- stormwater discharges associated with construction activities. Approval of the WPCP shall not relieve the Contractor of any liability for violations of State or Federal law relating to water pollution. The Contractor shall maintain copies of the WPCP at the project site and it shall be available during construction.

The Contractor shall know and fully comply with applicable provisions of all Federal, State, and local regulations and requirements that govern the Contractor' s operations and stormwater and non- stormwater discharges from both the project site and areas of disturbance outside the project limits during construction.

The WPCP shall address stormwater and non- stormwater discharges from areas immediately outside the project site which are directly related to construction activities for this contract including, but not limited to, asphalt batch plants, material borrow areas, concrete plants, staging areas, storage yards, and access roads. The Contractor shall implement, inspect, and maintain the required water pollution control practices. Installing, inspecting, and maintaining water pollution control practices in areas outside the right-of-way not specifically arranged and provided for by the City of Redding for the execution of this contract, will not be paid for.

The Contractor shall be responsible for penalties assessed or levied on the Contractor or the City of Redding as a result of the Contractor' s failure to comply with the provisions in this section "Water Pollution Control" including, but not limited to, compliance with the applicable provisions of Federal, State, and local regulations and requirements as set forth therein.

Penalties as used in this section, " Water Pollution Control," shall include fines, penalties, and damages, whether proposed, assessed, or levied against the City of Redding or the Contractor, including those levied under the Federal Clean Water Act, State Fish & Game Code, and the State Porter- Cologne Water Quality Control Act, by governmental agencies or as a result of citizen suits. Penalties shall also include payments made or costs incurred due to stop work orders, work suspension, scheduled days, and/ or Contractor delays or in settlement for alleged violations of applicable laws, regulations, or requirements. Costs incurred could include sums spent instead of penalties, due to agency or City imposed mitigation or to remediate or correct violations, or damages resulting from stop work orders, work suspension, or scheduled delays.

Retention of Funds
Notwithstanding any other remedies authorized by law, the City of Redding may retain money due the Contractor under the contract, in an amount determined by the City of Redding, up to and including the entire amount of Penalties proposed, assessed, or levied as a result of the Contractor' s violation of Federal or State law, regulations, or requirements. Funds may be retained by the City of Redding until final disposition has been made as to the Penalties. The 57 Packet Pg. 197 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Contractor shall remain liable for the full amount of Penalties until such time as they are finally resolved with the entity seeking the Penalties.

Retention of funds for failure to conform to the provisions in this section, " Water Pollution Control," shall be in addition to the other retention amounts required by the contract. The amounts retained for the Contractor' s failure to conform to provisions in this section will be released for payment on the next monthly estimates for partial payment following the date when an approved WPCP has been implemented and maintained, and when water pollution has been adequately controlled, as determined by the Engineer.

When the City or a regulatory agency identifies a failure to comply with Federal, State, or local requirements, the City will retain money due the Contractor, in the amount of 10 percent of the work done to date or any fine whichever is greater. This amount is in addition to the retention specified in Section 7- 3. 2, Partial and Final Payment, subject to the following: the City will give the Contractor written notice of the City' s intent to retain funds from partial payments which may become due to the Contractor prior to recording of the Notice of Completion.

During the first estimate period that the Contractor fails to conform to the provisions in this section, " Water Pollution Control," the City of Redding may retain an amount equal to 25 percent of the estimated value of the contract work performed.

The Contractor shall notify the Engineer immediately upon request from the regulatory agencies to enter, inspect, sample, monitor, or otherwise access the project site or the Contractor' s records pertaining to water pollution control work. The Contractor and the City of Redding shall provide copies of correspondence, notices of violation, enforcement actions, or proposed fines by regulatory agencies to the requesting regulatory agency.

Water Pollution Control Plan Preparation and Approval
As part of the water pollution control work, a WPCP is required for this contract. The WPCP shall conform to the provisions in this section, " Water Pollution Control." Upon the Engineer' s approval of the WPCP, the WPCP shall be considered to fulfill the provisions in this section, Prepare Water Pollution Control Plan."
No work having potential to cause water pollution, shall be performed until the WPCP has been approved by the Engineer. Approval shall not constitute a finding that the WPCP complies with applicable federal, state, and local laws, regulations, permits, and requirements, nor does approval supersede the requirements and provisions of these special provisions or any other federal, state, or local regulations or permit in the event of a conflict.

The WPCP shall be prepared by a Qualified Stormwater Pollution Prevention Plan ( SWPPP) Developer ( QSD), a registered Civil Engineer experienced in erosion control, or a certified professional Erosion and Sediment Control Specialist. Implementation, monitoring, and maintenance of BMPs shall be by or under the supervision of same. The WPCP should be commensurate with the size, timing, duration, location, and scope of the project. It shall address stormwater run- off and run- on for all disturbed and affected areas of construction, including temporary and permanent measures.

The WPCP shall be submitted to the Engineer for review and approval within 7 calendar days of the Notice to Proceed date. The Contractor shall submit three ( 3) copies of the draft WPCP to the Engineer. The Engineer will have 5 working days to review the WPCP. If revisions are 58 Packet Pg. 198 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) required, as determined by the Engineer, the Contractor shall revise and resubmit the WPCP within 5 working days of receipt of the Engineer' s comments. The Engineer will have 5 working days to review the revisions. Upon the Engineer' s approval of the WPCP four approved hard copies and one electronic copy of the WPCP shall be submitted to the Engineer. No ground disturbing work shall occur until the WPCP has been approved by the Engineer.

The WPCP shall apply to the areas within and outside of the right- of-way directly related to all construction activities including, but not limited to, material borrow or disposal areas, staging areas, storage yards, and access roads, including those on- site areas developed by the Contractor with third parties for use during the project.

The requirements described herein are considered minimum requirements to satisfy the City of Redding erosion control standards. All BMPs shall be designed, installed, maintained, and otherwise managed pursuant to the provisions set forth in the most recent revision of the California Department of Transportation ( Caltrans) Stormwater Quality Handbook, Construction Site BMP Manual, or the most recent revision of the California Stormwater Quality Association ( CASQA), California Stormwater PMP Handbook for Construction. The Contractor may recommend equivalent erosion control applications that provide equal or better perFormance for consideration and approval by the Engineer. Approval of the WPCP by the City shall not relieve the Contractor of any liability for violations of state or federal water pollution control laws, Clean Water Act, Porter-Cologne Water Quality Control Act, Federal Endangered Species Act, State Fish and Wildlife Code, and other applicable laws and regulations. Attention is directed to Sections 5- 1, aws and Regulations, and 5- 4, Insurance of the Standard Specifications and these special provisions.

The WPCP shall incorporate water pollution control practices in the following categories:

A. Soil stabilization.

B. Sediment control.

C. Wind erosion control.

D. Tracking control.

E. Non- stormwater management.

F. Waste management and materials pollution control.

The Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The Water Pollution Control Schedule shall be updated by the Contractor to reflect changes in the Contractor' s operations that would affect the necessary implementation of water pollution control practices.

Water pollution control practices shall include both Contractor- selected water pollution control practices from the WPCP and the " Project- Specific Minimum Requirements" identified in the Water Pollution Control Cost Break- Down of this section.

The Contractor shall incorporate water pollution control practices into the WPCP as defined in the CASQA or Caltrans handbooks. Water pollution control practices shall include Contractor- selected water pollution control practices and " Project- Specific Minimum Requirements" identified in the Water Pollution Control Cost Break- Down of this section.

The Contractor shall prepare an amendment to the WPCP such as when there is a change in construction activities or operations which may affect the discharge of pollutants to surface waters, ground waters, or storm drain systems; when the Contractor' s activities or operations 59 Packet Pg. 199 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) violate a condition of these Specifications; when there is a change in the schedule that affects the discharge of pollutants; or when directed by the Engineer. Amendments shall identify additional water pollution controi practices or revised operations, including those areas or operations not identified in the initially approved WPCP. Amendments to the WPCP shall be prepared and submitted for review and approval within the time approved by the Engineer.

The Contractor shall keep one copy of the approved WPCP and approved amendments at the project site. The WPCP shall be made available upon request by regulatory resource agency personnel. Requests by the public shall be directed by the Engineer.

Cost Break- down
The Contractor shall include a Water Pollution Control Cost Break- Down in the WPCP which itemizes the contract lump sum price for water pollution control work. The Contractor shall use the Water Pollution Control Cost Break- Down provided in this section as the basis for the cost break- down submitted with the WPCP. The Contractor shall use the Water Pollution Control Cost Break- Down to identify items, quantities and non- adjustable values for water pollution control work, excluding water pollution control practices for which there are separate bid items. The Contractor shall be responsible for the accuracy of the quantities and nonadjustable values used in the cost break- down submitted with the WPCP. Payment for the item of " Prepare Water Pollution Control Plan" will not be made until the Water Pollution Control Cost Break- Down is approved by the Engineer.

Line items indicated in the Water Pollution Control Cost Break- Down with a specified Estimated Quantity shall be considered " Project- Specific Minimum Requirements." The Contractor shall incorporate Project- Specific Minimum Requirements with the Contractordesignated quantities and values into the Water Pollution Control Cost Break- Down submitted with the WPCP. Line items with estimated quantities can be increased, if desired, by the Contractor. In the Water Pollution Control Cost Break- Down submitted with the WPCP, the Contractor shall list only those water pollution control practices selected for the project, including quantities and non- adjustable values required to complete the work for those items.

The sum of the amounts for the items of work listed in the Water Pollution Control Cost BreakDown shall be equal to the contract lump sum price bid for " Water Pollution Control." Water pollution control practices listed as separate bid items shall not be included in the contract lump sum amount. Overhead and profit shall be included in the individual items listed in the cost break- down.

WATER POLLUTION CONTROL COST BREAK- DOWN
Contract No.

Item Description Unit
Estimated
Value Amount
Quantit
Erosion Control ( Temporary) Acre
Erosion Control ( Permanent) Acre
Straw Mulch Acre
Compost Blanket SQYD
60 Packet Pg. 200 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

WATER POLLUTION CONTROL COST BREAK- DOWN
Contract No.

Item Description Unit
Estimated
Value Amount
Quantit
Geotextiles, Plastic Covers & Erosion
SQYD
Control Blankets/ Mats
Wood Mulching SQYD
Earth Dikes/ Drainage Swales & Lined
LF
Ditches
Outlet Protection/ Velocity Dissipation
EA
Devices
Slope Drains EA
Silt Fence F
Desilting Basin EA
Sediment Trap EA
Gravel Check Dam Ton
Fiber Rolls LF
Compost Sock ( 8") LF
Compost Sock ( 12") LF
Gravel Bag Berm LF
Street Sweeping and Vacuuming LS
Sandbag Barrier F
Straw Bale Barrier F
Storm Drain Inlet Protection EA
Wind Erosion Control S
Stabilized Construction Entrance/ Exit EA
Stabilized Construction Roadway EA
Entrance/ Outlet Tire Wash EA
Water Conservation Practices LS
Dewatering Operations EA
Paving and Grinding Operations LS
Temporary Stream Crossing EA
Clear Water Diversion EA
61 Packet Pg. 201 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

WATER POLLUTION CONTROL COST BREAK- DOWN
Contract No.

Item Description Unit
Estimated
Value Amount
Quantit
Illicit Connection/ Illegal Discharge
S
Detection and Re ortin
Potable Water/ Irrigation S
Vehicle and Equipment Cleaning S
Vehicle and Equipment Fueling S
Vehicle and Equipment Maintenance S
Material Delivery and Storage S
Material Use LS
Stockpile Management LS
Spill Prevention and Control LS
Solid Waste Management LS
Hazardous Waste Management LS
Contaminated Soil Management LS
Concrete Waste Management S
Sanitary/Septic Waste Management S
Liquid Waste Management S
Total
No adjustment in compensation will be made to the contract lump sum price paid for "Water Pollution Control" due to differences between the quantities shown in the approved cost breakdown and the quantities required to complete the work as shown on the approved WPCP. No adjustment in compensation will be made for ordered changes to correct WPCP work resulting from the Contractor' s own operations or from the Contractor' s negligence.

The approved cost break-down will be used to determine partial payments during the progress of the work and as the basis for calculating the adjustment in compensation for the item of Water Pollution" Control due to increases or decreases of quantities ordered by the Engineer.

When an ordered change increases or decreases the quantities of an approved cost breakdown item, the adjustment in compensation will be determined in the same manner specified for increases and decreases in the quantity of a contract item of work in conformance with the provisions of Section 2, " Scope of Work," of the Standard Specifications. If an ordered change requires a new item which is not on the approved cost break- down, the adjustment in compensation will be determined in the same manner specified for extra work in conformance with Section 7- 4, " Extra Work," of the Standard Specifications. 62 Packet Pg. 202 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) WPCP Implementation
If there is a discrepancy between the WPCP and these special provisions, the special provisions shall supersede. Unless otherwise specified, upon approval of the WPCP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting, maintaining, replacing, removing, and disposing of temporary water pollution control practices, and installing, constructing, inspecting, maintaining, and replacing permanent water pollution control practices specified in the WPCP, including amendments.

The duration of work includes that time period between initial mobilization to the site and acceptance of the work. Unless otherwise directed by the Engineer, the Contractor' s responsibility for WPCP implementation shall continue throughout temporary suspensions of work. Requirements for installation, construction, inspection, maintenance, replacement, removal, and disposal of water pollution control practices shall conform to the requirements in these special provisions and to project permits.

Installing, inspecting, and maintaining water-pollution control practices on areas outside the right- of-way ( or designated work area) not specifically arranged and provided for by the City of Redding for the execution of this contract, will not be paid for.

If the Contractor or the Engineer identifies a deficiency in the implementation of the approved WPCP or amendments, the deficiency shall be corrected immediately unless requested by the Contractor and approved by the Engineer in writing, but shall be corrected prior to the onset of precipitation. If the Contractor fails to correct the identified deficiency by the date agreed or prior to the onset of precipitation, the project shall be in nonconformance with this section, " Water Pollution Control."
If the Contractor fails to conform to the provisions of this section, the Engineer may order the suspension of construction operations and/ or may hire a third party to correct the deficiency.

All costs associated with such work will be deducted from the Contractor' s retention.

Year- Round Implementation Requirements
Implementation of water pollution control practices may vary by season. The Contractor shall have a year-round program for implementing, inspecting, and maintaining water pollution control practices for wind erosion control, tracking control, non- stormwater management, and waste management and materials pollution control.

The National Weather Service weather forecast shall be monitored and used by the Contractor on a daily basis. If 50 percent or greater precipitation is predicted, the necessary water pollution control practices shall be deployed prior to the onset of the precipitation. If there is less than a 50 percent chance of precipitation, the Contractor shall still be responsible for ensuring the project site does not result in a discharge of pollutants off- site. Regardless of the chances of precipitation, the Contractor shall allow adequate time to properly install all required BMPs prior to precipitation.

Disturbed soil areas shall be considered active whenever the soil disturbing activities have occurred, continue to occur, or will occur during the ensuing 14 days. Non- active areas shall be stabilized with water pollution control practices within 14 days of cessation of soil disturbing activities or prior to the onset of precipitation, whichever occurs first. 63 Packet Pg. 203 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Maintenance
To ensure the proper implementation and functioning of water pollution control practices, the Contractor shall regularly inspect and maintain all water pollution control practices identified in the WPCP. The construction site shall be inspected by the Contractor as follows:

A. Prior to a forecast storm.

B. After a precipitation event which causes site runoff.

C. At 24- hour intervals during extended precipitation events.

D. Routinely, a minimum of once every two weeks.

The Contractor shall use a Stormwater Quality Construction Site Inspection Checklist approved by the Engineer. One copy of each site inspection record shall be submitted to the Engineer within 24 hours of completing the inspection.

Report of Discharges, Notices, or Orders
If the Contractor identifies discharges from the project site, regardless of source, in a manner causing, or potentially causing, a condition of pollution in surface waters, or drainage systems, the Contractor shall immediately inform the Engineer. In addition, the Contractor shall submit a written Notice of Discharger report to the Engineer within 24 hours of the discharge event.

The report shall include the following information:

A. The date, time, location, nature of the operation, and type of discharge, including the cause or nature of the notice or order.

B. The water pollution control practices deployed before the discharge event.

C. The date of deployment and type of water pollution control practices deployed after the discharge event, including additional measures installed or planned to remediate and clean- up the discharge, and/or reduce or prevent reoccurrence.

D. An implementation and maintenance schedule for affected water pollution control practices.

Report of First- Time Non- Stormwater Discharge
The Contractor shall notify the Engineer at least 3 days in advance of first-time nonstormwater discharge events. The Contractor shall notify the Engineer of the operations causing non- stormwater discharges and shall obtain field approval for first-time nonstormwater discharges. Non- stormwater discharges shall be monitored at first-time occurrences and routinely thereafter.

If the Contractor receives a written Notice, Order, or other non- compliance action letter from a regulatory agency as a result of stormwater or other discharges from the project site, the Contractor shall immediately notify the Engineer. The Contractor shall be solely responsible for responding to and complying with the Notice, Order, or action letter, unless otherwise directed by the Engineer.

Unless otherwise directed in this Section, the Contractor shall submit for approval, all inspection reports, monitoring reports, action plans, notices, amendments, and other documentation required in these special provisions, to the Engineer within 3 days of their completion. If the documents are not complete and sufficient, the Engineer will return them to the Contractor for resubmittal. The Contractor shall be responsible for submitting complete, 64 Packet Pg. 204 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) accurate, and detailed reporting documents sufficient to satisfy all conditions of these special provisions and any pertinent regulatory agency requirements.

Payment
The contract lump sum price paid for" Prepare Water Pollution Control Plan" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in developing, preparing, obtaining approval of, revising, and amending the WPCP, and as directed by the Engineer.

No additional payment will be made to correct deficiencies in the approved WPCP or Amendments.

Payments for" Prepare Water Pollution Control Plan" will be made as follows:

A. After the WPCP has been approved by the Engineer, 75 percent of the contract item price for " Prepare Water Pollution Control Plan" or $ 5, 000 whichever is less will be included in the monthly progress payment.

B. The payment for the balance of the contract item price for " Prepare Water Pollution Control Plan" will be made with the final progress payment.

The contract lump sum price paid for" Water Pollution Control" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in water pollution control, complete in place, including implementing the WPCP, installing, constructing, maintaining, removing, and disposing of water pollution control practices, reporting, non- stormwater management, and waste management and materials for water pollution control practices as provided for in the approved WPCP, including amendments, except those for which there is a contract item of work as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

No additional payment will be made for Water Pollution Control Practices necessary to correct deficiencies in the approved WPCP or Amendments.

Water pollution control practices for which there is a contract item of work, will be measured and paid for as that contract item of work.

Payments for" Water Pollution Control" will be made as follows:

A. Monthly progress payments for "Water Pollution Control" will be paid in accordance with Section 7- 2, Lump Sum Work, or at the Engineer's discretion will be based on the monthly project completion percentage.

B. The proposed final estimate payment will include the final balance of payment for this item of work.
65 Packet Pg. 205 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 3- 12. 6.4 Dewatering
Add the following after the second paragraph:

Temporary Wastewater/Discharge
In the event that the Contractor proposes to discharge any groundwater, runoff, or other project required dewatering to the City's wastewater collection system, the Contractor will be required to submit a Temporary Wastewater Discharge Application. The Contractor shall submit the application to the City Industrial Waste Division a minimum of two weeks prior to any temporary discharge into the City sanitary sewer system. The Contractor may be responsible for water sampling prior to discharge if the City determines contamination may exist.

At no time shall the Contractor discharge any groundwater, run- off, potable water, or other non- storm water into the storm drain system, creeks, streams, ditches, or other conveyances whereby the water could enter such areas without obtaining written approval from the Regional Water Quality Control Board and the Engineer. Existing discharge permits obtained by the City of Redding for Water Utility operations shall not be used for this purpose.

The cost for the Temporary Wastewater Discharge Application is as follows:
500 Filing Fee

8. 81/ 1, 000 gallons ( Prices valid through 12/ 31/ 2023) Volume Cost Full compensation for temporary wastewater discharge shall be considered as included in the prices paid for the various contract items of work involving temporary wastewater discharge and no separate payment will be made therefor.
3- 13 COMPLETION, ACCEPTANCE, AND WARRANTY
3- 13. 3 Warranty
Delete the fourth paragraph and add the following:

The Contractor shall repair or replace to the satisfaction of the Engineer any or all such work that may prove defective in workmanship or materials within that period, ordinary wear and tear and unusual abuse or neglect excepted, together with any other work which may be damaged or displaced in so doing.

In the event of failure to comply with the above mentioned conditions within a reasonable time after being so notified in writing, the Engineer is authorized to have the defects repaired and made good at the expense of the Contractor who will pay the costs and charges therefore immediately upon demand.

The signing of the agreement by the Contractor shall constitute execution of the above guaranties. A contract maintenance bond shall remain in full effect during the guaranty period and will not be released until the expiration of such period. Said bond shall be in an amount equal to 50 percent of the final contract price. The Maintenance Bond shall be submitted on the form contained in these specifications or on the form which conforms to it prior to release of final payment ( less retention) for the work."
66 Packet Pg. 206 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) SECTION 4 CONTRO OF MATERIALS
4- 1 GENERA
Add the following sentence to the first paragraph:

If required by the Engineer, the Contractor shall furnish duplicate invoices to the Engineer on all material furnished to the job."
Add the following paragraph:

If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay for the expense of the removal within 10 days written notice, the City may sell such material at auction or at private sale, and may account for the net proceeds thereof, after deducting all the costs and expenses that should have been borne by the Contractor."
4- 1. 2 Protection
Add the following after the first sentence of the first paragraph:

Unless otherwise specifically stated in the special provisions, any existing equipment or material either to be salvaged or reused in the work shall be restored and protected by the Contractor and shall remain the property of the Agency. Equipment shall be removed with care to prevent unnecessary damage."
SECTION 5 LEGAL RELATIONS & RESPONSIBILITIES
5- 1 LAWS AND REGULATIONS
Add the following after the first paragraphs:

Contractor shall post job site notices as prescribed by regulation." Title VI Assurances
During the performance of this Agreement, the Contractor, will ensure that no person is excluded from participating in, denied the benefits of, or otherwise subjected to discrimination under any of its projects, activities, or services and 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.

Equal Employment Opportunity Clause
During the performance of this contract, the Contractor agrees as follows:

1. The Contractor will not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, medical disability, medical condition, genetic information, 67 Packet Pg. 207 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) marital status, sex, gender, gender identity, gender expression, age, or sexual orientation of such persons. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, domestic partners, or national origin. Such action 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, including apprenticeship. The Contractor agrees to post in conspicuous spaces, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause.

2. The Contractor will, in all solicitations or advertisement solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, domestic partners, or national origin.

3. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice advising the said labor union or workers' representatives of the Contractor' s commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

4. The Contractor will comply with all provisions of Executive Order NO. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of abor.

5. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

6. In the event of the Contractor' s noncompliance with the nondiscrimination clauses of this contract or with any rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part, and the Contractor may be declared ineligible for further City contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order No. 11246 September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

7. The Contractor will include the portion of the sentence immediately preceding paragraph ( 1) and the provisions of paragraphs( 1) through ( 7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of abor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the 68 Packet Pg. 208 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) administering agency, the Contractor may request the City to enter into such litigation to protect the interests of the City."
5- 3 ABOR
5- 3. 2 Prevailing Wage
Add the following paragraphs:

All contractors and subcontractors shall furnish electronic certified payroll records directly to the Labor Commissioner ( aka Division of Labor Standards Enforcement).

The Contractor and its agents shall comply with Sections 1771, 1774- 1776, 1777. 5, 1813, and 1815 of the abor Code.

Attention is directed to Section 1735 of the Labor Code, which reads as follows:

A contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision ( a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926. 1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter."
5- 3. 3 Payroll Records
Add the following paragraph:

When submitting certified payroll, eliminate the social security number. Should the City request certified payrolls with social security numbers, hard copies shall be provided.

Disclaimer:

Electronic submission of information is offered for convenience of the submitting party. When submitting any information electronically, the submitting party agrees and accepts full responsibility for such submission( s), including, but not limited to, any subsequent disclosure by the City, intentional, or otherwise. The City accepts no responsibility or liability for any information submitted electronically."
5- 3. 5 Apprentices
Add the following after the first paragraph:

The provisions in Section 1777. 5 and Section 1777. 6 of the California Labor Code concerning the employment of apprentices shall be complied with by the Contractor or any subcontractor under him.

The responsibility for compliance with this section for all apprenticeship occupations shall rest solely with the prime Contractor.

Compliance with California Labor Code Section 1777. 5 requires all public works contractors and subcontractors to:
69 Packet Pg. 209 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Submit contract award information to the applicable joint apprenticeship committee which shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices to be employed, and the approximate dates the apprentices will be employed.

Employ apprentices on the public work in a ratio to journeymen of no less than one hour of apprentices work for every five hours of labor performed by a journeyman.

Pay the apprentice rate on public works projects only to those apprentices who are registered, as defined in Labor Code Section 3077.

Contribute to the training fund in the amount indicated in the PWR publication for journeymen and apprentices. Contractors who choose not to contribute to the local training trust fund must make their contributions to the California Apprenticeship Council, P. O. Box 420604.

Information relative to apprenticeship standards, wages schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from Sacramento of Division of Apprenticeship Standards, Telephone ( 916) 263- 2877." 5- 4 INSURANCE
Delete Sections 5- 4. 1 through 5- 4.4 in its entirety and replace with following:

Liability Insurance and Auto Insurance
The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the perFormance of the work hereunder by the Contractor, its agents, representatives, employees or subcontractors.

The Contractor shall furnish the Agency a policy or certificate evidencing liability insurance with original endorsements effecting coverage required by this subsection. The endorsements 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 Agency before work commences.

Notwithstanding any inconsistent statement in the policy or any subsequent endorsement attached thereto, the Agency shall be the insured or named as an additional insured covering the work, whether liability is attributable to the Contractor or the Agency. Except as provided for in Subsection 6- 5, the Agency, its officers, officials, employees, and agents are to be covered as insured for general liability and automobile liability, and contractor's pollution insurance as respects: liability arising out of activities perFormed by or on behalf of the Contractor; with limits of liability indicated below and including coverage no less than the following:
70 Packet Pg. 210 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 1 Premises and operations.
2 Products and completed operations. Completed Operations iability shall be kept in force for one year after the date of final acceptance by the City. 3 Contractual liability insuring the obligations assumed by the Contractor in this contract.
4 Broad form property damage (including completed operations). 5 Fire legal liability, Explosion, Collapse and Underground Nazards. 6 Personal Injury Liability.
7 Independent Contractors.
8 Contractor' s Pollution Insurance.

The coverage shall provide the following minimum scope and limits:

1. Insurance Services Office Commercial General iability coverage ( occurrence form CG 001) in the amount of$ 1, 000,000 per occurrence for bodily injury, personal injury, and property damage.

2. Insurance Services Office Automobile Liability Code 1 ( any auto) ( form CA 0001, Ed 1/ 87), in the amount of$ 1, 000, 000 per accident for bodily injury and property damage.

3. Course of Construction Insurance providing coverage for all " risks" of loss in the amount of the completed project value.

4. 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.

Insurance is to be placed with insurers with current A.M. Best' s rating of not less than A-: VII.

Any deductibles or self-insured retentions must be declared to and approved by the Agency.

At the option of the Agency, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the Agency, its officers, officials, employees, and agents; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

All liability policies shall bear an endorsement or shall have attached a rider whereby it is provided that:

1. The Agency, its officers, officials, employees and agents are added as additional insureds.
71 Packet Pg. 211 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

2. For any claims related to this project; the Contractor' s insurance coverage shall be primary insurance as respects the Agency, its officers, officials, employees, and agents shall be excess of the Contractor' s insurance and shall not contribute with it.

3. Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the Agency, its officers, officials, employees, or agents.

4. The Contractor' s insurance 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.

5. In the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail return receipt requested, giving a sufficient time before the date thereof to comply with any applicable law or statue but in no event less than 30 days before expiration or cancelation is effective.

Course of construction policies shall bear an endorsement or shall have attached a rider whereby it is provided that:

1. The Agency shall be named loss payee.

2. The insurer shall waive all rights of subrogation against the Agency.

The Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsement of each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein.

Workers' Compensation Insurance
Said certification is included in the contract by reference and signature and return of the contract shall constitute signing and filing of said certificate.

The Contractor shall also comply with Section 3800 of the abor Code by securing, paying for and maintaining in full force and effect for the duration of the contract Workers' Compensation Insurance, with limits as required by the Labor Code of the State of California and Employee' s Liability with limits of $ 1, 000, 000 per accident. The Workers' Compensation insurance must be accompanied by a Waiver of Subrogation endorsement. The Contractor shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The agency, its officers, officials, employees, and agents, will not be responsible for any claims in law or equity occasioned by failure to the Contractor to comply with this paragraph.

All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective.

No separate payment will be made for insurance. Payment shall be considered as included in the contract price.
72 Packet Pg. 212 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 5-4. 5 Contractor' s PerFormance
To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the City and its officials, employees, agents, representatives and volunteers from and against any and all losses, claims, demands, damages, costs, expenses, attorney' s fees, or liability of every nature arising out of or in any way connected with the performance or attempted perfiormance of the provisions of this Contract, caused in whole or in part by any negligent or willful act or omission of the Contractor, regardless of whether caused in part by a party indemnified hereunder. Nothing contained in the foregoing indemnity provisions shall be construed to require the Contractor to indemnify the indemnified party in contravention of Section 2782 of the Civil Code for the active or sole negligence or willful misconduct of that indemnified party.

To the fullest extent permitted by law, the Contractor' s duty to defend shall extend, without limitation, to any suit or action founded upon any losses, claims, demands, damages, costs, expenses, attorney' s fees, or liability of every nature arising out of or in any way connected with the performance or attempted performance of the provisions hereof, or in any way arising out of or connected with this Contract.

The defense and indemnity obligations expressly extend to and include any and all claims, demands, damages, costs, expenses, liability occasioned as a result of the violation by the Contractor, the Contractor' s agents, employees, or independent contractors, subcontractors, or suppliers of any provisions of federal, state or local law, including applicable administrative regulations.

The defense and indemnity obligations also expressly extend to and include any claims, demands, damages, costs, expenses, or liability occasioned by injury to or death of any person, or any property damage to property owned by any person while on or about the site or as a result of the Work, whether such persons are on or about the site by right or not, whenever the Work is alleged to have been a contributing cause in any degree whatsoever.

In claims against any person or entity herein indemnified that are made by an employee of the Contractor or an employee of any of the Contractor' s agents, independent contractors, subcontractors or suppliers, a person indirectly employed by the Contractor or by any of the Contractor' s agents, independent contractors, subcontractors or suppliers, or anyone for whose acts the Contractor or any of the Contractor's agents, independent contractors, subcontractors, or suppliers may be liable, the defense and/ or independent contractors, subcontractors, or suppliers under workers' compensation acts, disability acts, or other employee benefit acts.

The defense and indemnification obligations herein shall not be limited by any assertion or finding that the person or entity indemnified is liable by reason of non- delegable duty.

The defense and indemnities set forth herein shall not be limited by the insurance requirements set forth in the Contract.

The defense and indemnification requirements herein set forth shall extend to claims occurring after this Contract is terminated as well as while it is in force.

Indemnification of Adjacent Property Owners
In the event the Contractor enters any agreement with the owners of any adjacent property to enter upon or adjacent to such property for the purpose of performing this Contract, the Contractor shall fully indemnify, defend and save harmless such person, firm, or corporation, state or other 73 Packet Pg. 213 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) governmental agency which owns or has any interest in the adjacent property. The form and content of the indemnification agreement shall be approved by the Agency prior to commencement of any work on or about such property. The Contractor also shall indemnify the Agency, its officers, officials, employees, agents, representatives, and volunteers a provided in the Contract. These provisions shall be in addition to any other requirements of the owners of adjacent property."
5- 7 SAFETY
5- 7. 1 Work Site Safety
5- 7. 1. 1 General
Add the following:

Accidents
The Contractor shall provide at the site, such equipment and medical facilities as are necessary to supply first aid service to anyone who may be injured in connection with the work.

The Contractor must promptly report in writing to the Engineer all incidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to the site, which caused death, personal injury, or property damages, giving full details and statements of witnesses. In addition, if death or serious injuries or serious damages are caused, the incident shall be reported promptly by telephone or messenger to both the Engineer and owner, if other than Agency.

If any claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim."
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Public Safety Control."
5- 7. 4 Hazardous Substances
Add the following paragraphs:

When applicable, the Contractor shall file with the Redding Fire Department and the Shasta County Department of Public Health, hazardous materials release response plans and inventories ( business plans) and Shasta County Department of Public Health fees for the prevention and mitigation of hazardous material releases in accordance with Chapter 6. 95 of the California Health and Safety Code.

Contractors, including subcontractors, shall not perform work on or around City of Redding Asbestos Cement Pipe ( ACP) infrastructure unless the Contractor has had and can provide appropriate documentation of approved ACP initial and refresher training in compliance of all federal, State and local laws, regulations and standards. 74 Packet Pg. 214 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Training Requirements
No employee or contractor is permitted to handle or work on or around ACP without completing an approved training course on ACP."
SECTION 6 PROSECUTION AND PROGRESS
6- 1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 6- 1. 1 Construction Schedule
Add the following after the first paragraph:

A weekly construction schedule shall be furnished in writing, if required by the Engineer, one working day prior to the first working day of the week to which the schedule is pertinent. The weekly construction shall be in such form and in such detail as to accurately and clearly show the major type and location of the work to be performed during the work week. In addition, all requests for survey work required to be provided by the City shall be a part of this schedule." 6- 2 PROSECUTION OF THE WORK
Add the following paragraph:

Work Done by the Agency for the Contractor
The City will not perform any work for the Contractor except in emergency situations or as otherwise agreed to by the Engineer. The City will be reimbursed for any work done for the Contractor ( withheld from monies due the Contractor). This will include all costs ( direct straight time or overtime wages, all overhead, administration, engineering, vehicle, and equipment costs)."
6- 9 IQUIDATED DAMAGES
Delete this section in its entirety and add the following:

Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each consecutive calendar day in excess of the time specified, as adjusted in accordance with Subsection 6- 4, for completion of the Work the Contractor shall pay to the Agency, or have withheld from monies due it, the sum of$ 1, 000.

Execution of the Contract shall constitute agreement by the Agency and Contractor that 1, 000 per day is the minimum value of the costs and actual damage caused by failure of the Contractor to complete the Work within the allotted time, that such sum is liquidated damages and shall not be construed as penalty, and that such sum may be deducted from payment due the Contractor if such delay occurs."
75 Packet Pg. 215 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) SECTION 7 MEASUREMENT AND PAYMENT
7- 2 LUMP SUM WORK
Add the following section:

Lump Sum Cost Schedule of Values
The Contractor shall furnish to the Engineer a schedule of values for each contract lump sum item of work described in this section.

The Contractor shall determine the quantities required to complete the work shown on the plans. The quantities and values shall be included in the schedule submitted to the Engineer for approval. The Contractor shall be responsible for the accuracy of the quantities and values used in the schedule submitted for approval. Any quantities shown on the plans or noted in these specifications are approximate and shall be considered as informational only.

No adjustment in compensation will be made in the contract lump sum prices paid for the various work items due to any differences between the quantities shown in the cost breakdown furnished by the Contractor, or the planned quantities, and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

The sum of the amounts for the units of work listed in the cost break- down shall be equal to the contract lump sum price bid for the work. Overhead, profit, bond premium, temporary construction facilities, plant and other items shall be included in each individual unit listed in the cost break- down and shall not be listed separately.

The cost break- down shall be submitted to the Engineer for approval within 15 days after the contract has been approved. The cost break- down shall be approved, in writing, by the Engineer before any partial payment for the lump sum items of work will be made.

At the Engineer' s discretion the approved cost break- down schedule may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved schedule, the adjustment in compensation may be determined at the Engineer' s discretion in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with Section 2, " Scope of the Work" of the Standard specifications and elsewhere in these special provisions."
7- 3 PAYMENT
7- 3. 1 General
Add the following paragraphs:

In accordance with Labor Code Section 3700, every contractor will be required to secure the payment of compensation to his or her employees.

Attention is directed to the provisions of Sections 10262 and 10262. 5 of the Public Contact Code and Section 7108. 5 of the Business and Professions Code concerning prompt payment to subcontractors.
76 Packet Pg. 216 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The Contractor shall return all moneys withheld in retention for the subcontractor within 30 days after receiving payment for work satisfactorily completed, even if the other contract work is not completed and has not been accepted. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor or deficient subcontract performance or noncompliance by a subcontractor." Delete the last sentence of the eighth paragraph and substitute the following:

Prior to the expiration of 60 days from the date of completion, or as prescribed by law, the amount deducted from the final progress pay estimate and retained by the Agency will be paid to the Contractor, except 125 percent of such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the contract to be further retained. Upon settlement of all notices to stop payment, any remaining funds held by the Agency, less an amount for expenses incurred by the Agency in conjunction with the notice( s) to stop payment will be paid to the Contractor." Add the following paragraph:

Manufacturers' warranties and guarantees furnished for materials used in the work and instruction sheets and parts lists supplied with materials shall be delivered to the Engineer prior to acceptance of the project."
7- 3. 2 Partial and Final Payment
The first paragraph shall read:

The closure date for the purpose of making monthly progress payments shall be the last Friday of the month."
Delete the third paragraph and substitute the following:

From each progress payment, 5 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. Administrative deductions for missing documents including, but not limited to, as- builts, product warranties, operation and maintenance manuals, and bonds may be taken. Each administrative deductions withheld will be a minimum of$ 5, 000 and a maximum of$ 25, 000.

In accordance with Labor Code Section 1771. 5( b) 5, the Agency shall withhold contract payments when payroll records are delinquent or inadequate.

In accordance with Labor Code Section 1771. 5( b) 6, the Agency shall withhold contract payments equal to the amount of underpayment and applicable penalties when, after investigation, it is established that underpayment has occurred." Add the following after the last paragraph:

Final Pay Quantities
When an item of work is designated as ( F) or ( S- F) in the Engineer' s Estimate, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any 77 Packet Pg. 217 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) portion of that item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the estimated quantity for the item will be eliminated. If a portion of a final pay item is eliminated, the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work.

The estimated quantity for each item of work designated as ( F) or ( S- F) in the Engineer' s Estimate shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity.

In case of discrepancy between the quantity shown in the Engineer' s Estimate for a final pay item and the quantity or summation of quantities for the same item shown on the plans, payment will be based on the quantity shown in the Engineer' s Estimate." 7- 3. 3 Delivered Materials
Add the following paragraph:

When an item of work is designated as ( P) the Agency will include in the progress payments 50 percent of the cost of materials delivered but not incorporated in the work when requested by the Contractor. Before these costs will be included, the Contractor must present to the Engineer, copies of his invoices.
7- 4 PAYMENT FOR EXTRA WORK
7- 4. 2 Basis for Establishing Costs
7- 4. 2. 1 Labor
The first paragraph is amended to read:

The cost of labor shall be the actual wages paid which shall include any employer payments to or on behalf of the workers for health and welfare, pension, vacation, and apprenticeship funds. To the actual wages paid will be added a labor surcharge set forth in the Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates found at the following web site.
http:// www. dot, ca. qav/ hq/ construc/ equipmnt. html The rates are in effect on the date upon which the work is accomplished. The labor surcharge shall constitute full compensation for all payments imposed by State and Federal laws including, but not limited to, workers' compensation insurance, and liability insurance." 78 Packet Pg. 218 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 7- 4.2.3Tool and Equipment Rental
Delete the second paragraph and add the following:

Regardless of ownership; the latest edition of the State of California Department of Transportation equipment rental rates shall be used to determine equipment rental costs." 7- 4. 3 Markup
Delete this section in its entirety and add the following:
a. Work by Contractor. The following percentages shall be added to the Contractor' s costs and shall constitute full payment for all overhead and profit.

Overhead costs shall include, but not be limited to such items as project superintendence, project managers, field and home office expenses.
1) abor 35%
2) Material 15%
3) Equipment Rental & Other Items 15%
4) Subcontractor Work 10% ( this markup may be applied a maximum of one time to the extra work bill)
b. Work by Subcontractor. When extra work is performed by a subcontractor, the following percentages shall be added to the subcontractor' s costs and shall constitute full payment for all overhead and profit.

Overhead costs shall include, but not be limited to such items as project superintendence, project managers, field and home office expenses.
1) Labor 35%
2) Material 15%
3) Equipment Rental & Other Items 15%
4) Second- Tier Subcontractor 10% ( this markup may be applied a maximum of one time to the extra work bill)
79 Packet Pg. 219 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) PART 2 MODIFICATIONS TO CONSTRUCTION MATERIALS
SECTION 200 ROCK MATERIA S
200- 2 UNTREATED BASE MATERIALS
200- 2. 2.2 Grading
Delete this paragraph and substitute the following:

The aggregate shall be uniformly graded and shall conform to the State of California Department of Transportation Standard Specifications Section 26 "Aggregate Base" grading requirements for Class 2 Aggregate Base, 3/4- inch ( 20 mm) maximum size." SECTION 203 BITUMINOUS MATERIALS
203- 6 ASPHALT CONCRETE
203- 6. 1 General
The first sentence of the first paragraph is amended to read:
mineral aggregate and up to 25 percent reclaimed asphalt pavement ( RAP..." Delete the second paragraph.

The third paragraph is amended to read:

Unless otherwise specified, the Contractor shall submit a mix design for '/ 2 inch, Type A Hot Mix Asphalt with PG 64- 10 that has been preapproved by the California Department of Transportation ( Caltrans) or is in compliance with the current Caltrans Standard Specifications."'
SECTION 207 GRAVITY PIPE
207- 1 NONREINFORCED CONCRETE PIPE
207- 1. 1 General
Add the following paragraph:

Nonreinforced concrete pipe shall be extra strength."
207- 2 REINFORCED CONCRETE PIPE ( RCP)
207- 2. 1 General
The second paragraph is amended to read:

The size, type, and strength class of the concrete pipe to be furnished shall be as shown on the Plans."
80 Packet Pg. 220 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 207- 2. 9. 1 General
The last sentence is amended to read:
c) Acceptance of certification of compliance with these specifications and inspection of the completed pipe."
Add the following paragraph:

The basis for acceptance shall be by certification of compliance with these specifications and inspection of the completed pipe."
207- 15ABS SO ID WALL PIPE
207- 15. 1 General
The third sentence is modified to read:

Minimum wall thickness shall correspond with SDR 23. 5" 207- 17 PVC GRAVITY PIPE
Section 207- 17. 1 General
Modify Table 207- 17. 1 as follows:

Wall Thickness Min. SDR 26"
SECTION 210 PAINT AND PROTECTIVE COATINGS
210- 1 PAINT
210- 1. 5 Paint Systems
Add the following:

All components to be painted shall be painted as follows:

1. Preparation— Painting preparation shall be accomplished using an industrial strength, biodegradable cleaner to remove all dirt, grease, oil, and other contaminants.

SurFaces shall be thoroughly power washed with water to ensure all residues have been removed. Provide Devoe Devprep 88 or equal.

Aluminum surfaces to be painted shall be treated as described above, then treated with an etching wash such as Jasco Prep and Primer or equal.

Pre- painting preparation shall include removal of all paper signs, masking tape, scotch tape, and similar contaminates that exist on surfaces to be painted. 81 Packet Pg. 221 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400)

2. Primer — The primer shall be a low VOC, two component high performance, rust inhibitive epoxy coating. Primer thickness shall be 4- 8 mils, when dry, 6- 8 mils, when wet. Provide Devoe Devran 203 water borne epoxy primer or equal.

3. Finish Coat — The finish coat shall be a low VOC, two component high performance chemically- cured Aliphatic Urethane Gloss Enamel. Finish coat thickness shall be 2- 3 mils when dry, 2. 8- 4. 3 mils when wet. Provide Devoe Devthane 379H or equal.

The industrial cleaner, primer, and finish coat shall all be produced by the same manufacturer and shall be compatible and appropriate for the intended application.

Paint color shall be City of Redding light pole green. Color samples will be provided to the Contractor for color matching.

Five copies of the cleaner, etching wash, primer, and paint specifications including MSDS sheets, shall be submitted to the Engineer for review prior to the start of work.

All work of this item of work shall be done between the hours of 9 p. m. and 6 a. m.

The contract lump sum price paid for "Paint Traffic Signal" at each location shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in painting all the traffic signal equipment at an intersection, complete in place, including preparing surfaces, cleanup, and all extra work and equipment needed to do this item of work at night as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." SECTION 217 BEDDING AND BACKFILL MATERIALS
217- 2 TRENCH BACKFILL
217- 2. 2 Imported Trench Backfill
Add the following paragraph:

Backfill material shall be 3- inch ( 75 mm) maximum in size and shall be reasonably well graded. Any material proposed to be used that has 30 percent or more not passing the 3/ 4- inch ( 20 mm) sieve will be rejected."
82 Packet Pg. 222 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) PART 3 MODIFICATIONS TO CONSTRUCTION METHODS
SECTION 300 EARTHWORK
300- 2 UNCLASSIFIED EXCAVATION
300- 2. 2. 2 Wet Material
Replace in its entirety with the following:

If required excavated material is unsatisfactory for the specified use on the project solely because of high moisture content, the Contractor may either process the material to reduce the moisture content to an optimum condition, or to remove the material and replace it with suitable material. The cost of drying or removing and replacing the wet material shall be at the expense of the Contractor."
300- 2. 6 Surplus Material
The first sentence of the first paragraph is modified as follows:
no surplus excavated material may be disposed of within the right- of-way unless directed by the Engineer. Compaction shall be by wheel rolling as occurs during placement." 300- 2. 8 Measurement
Delete all paragraphs of this subsection and add the following:

There will be no measurement of material excavated from this site." Add the following paragraphs:

Payment shall be based on the Engineer' s estimate and is a Final ( F) Pay Item." 300- 2. 9 Payment
Delete the first sentence of the first paragraph and substitute the following:

Payment for all unclassified excavation shall be included in the unit prices paid for the various items of work done at the different locations."
300-4 UNC ASSIFIED FI
300-4. 1 General
Add this sentence to the first paragraph:

Embankment shall be designated as unclassified fill."
Add the following paragraphs:

The preparation, placing, compacting, and other procedures of fill materials ( topsoil Class A") shall be in conformance with applicable provisions of this section. 83 Packet Pg. 223 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The fill material ( topsoil Class "A") shall be placed on the site as shown on the drawings. The extent of the placement quantities in the site shall be determined by the Engineer." 300- 4. 10 Payment
The first paragraph is amended to read:

Full compensation for unclassified fill shall be considered as included items involved and no further separate payment will be made therefor."
300- 5 BORROW EXCAVATION
300- 5. 2 Imported Borrow
The second paragraph is amended to read as follows:

The Contractor shall notify the Engineer sufficiently in advance of opening any borrow site so that adequate time will be allowed for testing the material."' 300- 5. 4 Measurement and Payment
Add the following paragraphs:

The quantity for measurement of imported borrow shall be that quantity remaining after deducting the calculated unclassified excavation quantity utilizing the cross sections provided in the plans.

Payment for imported borrow shall include full compensation for excavating, sloping, loading, stockpiling, hauling it to its final location, and doing all the work involved in unclassified fill construction."
After the removal of the existing concrete or unclassified excavation, the areas shall be prepared as outlined above, aggregate base material added where needed, and the entire area compacted by the use of vibratory plate-type equipment to the specified relative compaction."
SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF

BASE MATERIALS
301- 1 SUBGRADE PREPARATION
301- 1. 2 Preparation of Subgrade
Add the following paragraphs:

Preparation of subgrade shall include the cutting and trimming of existing AC surfaces to neat straight lines as delineated by the Engineer. It shall also include the excavation and removal of all unclassified excavation material and existing AC surfacing. 84 Packet Pg. 224 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Existing AC removed may be incorporated into the embankment to be constructed provided it is smaller than six inches ( 150 mm) in its largest dimension and well distributed throughout the embankment material.
301- 1. 3 Relative Compaction
Delete the first paragraph and add the following paragraph:

The top six inches of subgrade material shall be compacted to a relative compaction of 95 percent, except subgrade under driveways and sidewalks shall be compacted to a relative compaction of 90 percent."
301- 1. 7 Payment
Add the following paragraph:

Payment for furnishing and placing additional aggregate base materials and the mechanical compaction of all areas shall be considered as included in the unit prices paid for the work involved, and no additional compensation will be allowed." 301- 2 UNTREATED BASE
301- 2. 1 General
Replace this paragraph in its entirety with the following:

Untreated base for pavement, curb, gutter, and similar types of improvements, shall be constructed of material as specified in subsection 200- 2. 2. 2 and as modified in these special provisions."
301- 2. 4 Measurement and Payment
The following sentence is added to the first paragraph:

Payment for furnishing and placing aggregate base shall be considered as included in the unit prices paid for concrete sidewalk, concrete curb, concrete curb and gutter, concrete alley and valley gutters, concrete curb ramps, complete in place, and no additional compensation will be allowed."
SECTION 302 ROADWAY SURFACING
302- 5 ASPHALT CONCRETE PAVEMENT
302- 5. 1 General
Add the following paragraph after the first paragraph:

The Contractor shall furnish and place all temporary striping and markings in accordance with the California MUTCD.

When asphaltic emulsion is used as a tack coat, asphalt concrete shall not be placed until the emulsified asphalt has cured."
85 Packet Pg. 225 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 302- 5. 4 Tack Coat
Add the following sentence:

In the first and third paragraphs, the tack coat shall be Grade CSS- 1 h or SS- 1 emulsified asphalt."
302- 5. 9 Measurement and Payment
Add the following paragraph:

Payment for permanent resurfacing shall be considered to be included in the price bid for pipe and appurtenances or structures, complete in place, and no additional compensation will be allowed."
The second sentence of the first paragraph shall read:

Such price shall constitute full compensation for preparation of subgrade, apply tack coat if required, and placement of temporary striping and markings." SECTION 303 CONCRETE AND MASONRY CONSTRUCTION
303- 1 CONCRETE STRUCTURES
303- 1. 12 Payment
Add the following sentence to the second paragraph:

Payment for concrete structures shall be considered as included in the unit price bid for the various items to which the concrete is pertinent, and no additional compensation will be allowed."
303- 5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, A EY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303- 5. 1. 1 General
Delete the second sentence of the first paragraph and substitute the following:

Cement mortar shall not be used in finishing curbs."
The first sentence of the second paragraph shall read:

The minimum thickness of walks shall be 4 inches ( 100 mm) adjacent to vertical curb and the minimum thickness of walks shall be 6 inches ( 150 mm) adjacent to roll curb." 303- 5. 1. 2 Drainage Outlets through Curb
Add the following sentence to the last paragraph:

Curb drains shall be constructed using Schedule 40 galvanized steel pipe." 86 Packet Pg. 226 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 303- 5. 1. 3 Driveway Entrances
Delete the first sentence of the second paragraph and substitute the following:

The fully depressed curb opening at driveway entrances shall be '/ z- inch ( 13 mm) plus or minus 1/ 8- inch ( 3 mm) above gutter flow line at the curb face." Delete the last sentence of the third paragraph and substitute the following:

At residential driveways, the thickness of the walk shall be 6 inches ( 150 mm) unless otherwise specified."
303- 5. 4.2 Expansion Joints
The first sentence of the second paragraph shall read:

One- half inch ( 1/ 2- inch) joints..."
Delete the first sentence of the third paragraph and substitute the following:

Expansion joint filler '/ 2- inch ( 13 mm) thick shall be placed in walk at the BC and EC of all walk returns, around all utility poles which may project into the concrete along the line of the work, at commercial driveways, and between the walk and all buildings or other structures at the right-of-way line or when required by the Engineer." 303- 5. 4. 3 Weakened Plane Joints
The second and third paragraphs are amended to read as follows:
intervals not exceeding 12 feet."
303- 5. 5. 2 Curb
Delete the last two sentences of the first paragraph and substitute the following:

Cement mortar shall not be used in finishing curb."
The last sentence of the second paragraph is amended to read:

The surface of the work shall be finished as prescribed; after which the name of the Contractor, together with the year in which the improvement is constructed, may be stamped therein to a depth of'/ 4- inch in letters not less than 3/ 4- inch high, at BC and EC of curb returns." 303- 5. 9 Measurement and Payment
Add the following paragraphs:

Full compensation for all required sawcutting, excavation, removal, and disposal of concrete rubble and asphalt concrete pavement, aggregate base placed under curbs, gutters, sidewalks, bus turnouts, and driveways, asphalt concrete tie-in paving and any other items of work necessary to construct curb, gutter, sidewalks, handicap ramps, and driveways shall be 87 Packet Pg. 227 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) considered as included in the unit prices paid for the various items to which the work is pertinent."
Delete the first paragraph and substitute the following:

Curb and gutter shall be measured continuous through driveways, handicap ramps, and curb returns. Curb and gutter shall be measured at the top face of curb. Unless otherwise specified elsewhere in these special provisions, curb and gutter shall be paid for at the linear foot price set forth in the bid documents. Local depressions at catch basins shall be included in the unit price paid for catch basins. Curb and gutter for bus turnouts and cross gutter spandrels shall be included in the unit price paid for bus turnouts and cross gutter." SECTION 3060PEN TRENCH CONDUIT CONSTRUCTION
306-4 SHORING AND BRACING
Add the following:

All excavations shall be shored per CAL- OSHA requirements.

Work in excavations over 60 inches ( 5 feet) in depth shall be in strict conformance with CALOSHA requirements.

In the event that the trenching operation exceeds 5 feet in depth, the Contractor shall be responsible for providing and installing trench shoring as required by CA- OSHA and the cost for such shoring shall be included in the price paid for" Trench Sheeting and Shoring" and no additional compensation will be allowed.

On Public Works' construction, it shall be understood that the Owner, Owner/Operator, etc., shall be considered the same as an employee or workman for determining conformance with the CA- OSHA requirements."
306- 6 BEDDING
306- 6. 1 General
Delete the second sentence of the fourth paragraph and add the following:

If soft, spongy, unstable, or other similar material is encountered upon which the bedding material or pipe is to be placed, this unsuitable material shall be removed to a depth ordered by the Engineer and replaced with trench stabilization material suitably densified. The Engineer may also require an envelope of an approved filter fabric be installed around the stabilization material if it appears migration of adjacent materials into the stabilization material could be a problem. Addition of trench stabilization material so ordered will be paid for as specified in Section 7- 4 " Payment for Extra Work" in the General Provisions. The Contractor shall bear any additional expense for trench excavation, shoring, or dewatering. If the necessity for such trench stabilization material has been caused by an act or failure to act on the part of the Contractor, the Contractor shall bear the entire expense of the additional material."
88 Packet Pg. 228 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 306- 8. 9 Pipeline Pressure Testing, Disinfection, and Commissioning 306- 8. 9. 1 General
Add the following sentence to the first paragraph:

All chlorination, flushing, and testing of new lines shall be accomplished prior to any tie-ins to existing water lines."
306- 8. 9. 2 Hydrostatic Pressure Test
Delete this section in its entirety and refer to the City of Redding Construction Standards Page 400. 50.
306-8. 9.4. 3 Potable Water System Disinfection Procedures Delete this section in its entirety and refer to the City of Redding Construction Standards Page 400. 50.
306- 12. 4 Jetted Trench Backfill
Replace this section with the following:

Jetting shall not be considered as a suitable method of compaction." 306- 13. 1 Temporary Resurfacing
Add the following paragraph:

Temporary resurfacing of trenches shall be completed at the end of each work day." 306- 15 Payment
306- 15. 1 General
In Item m), substitute " including" for" excluding" in reference to temporary resurfacing.

Add the following paragraphs:

All temporary and permanent striping, marking and markers, abandoning existing sewer( and laterals) and/ or water which includes filling the exposed end of the pipe with a minimum of 2 feet of concrete and ensuring that plug is watertight and capable of withstanding all internal and external pressures without leakage, and Class 200 ( DR14) C- 900 pipe ( as required), and couplers necessary to connect to existing sewer mains.

The contract price paid per lineal foot for " Sanitary Sewer ateral ( Reconnect)" shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals, and for doing all the work involved in replacing a live sanitary sewer lateral, complete in place, including sawcutting existing paving, off-site disposal of concrete and asphalt rubble, existing pipe, trench spoils, excavating, dewatering, two-way lateral cleanout with cast iron traffic lid and precast concrete block ( where required), lateral pipe material, backfill and compaction, replacing curb, gutter, and sidewalk; connecting to the sanitary sewer main; and all necessary 89 Packet Pg. 229 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) coordination with City staff, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." 306- 15.9 Temporary Resurfacing
Replace this section with the following:

Payment for temporary resurfacing shall be considered to be included in the price bid for the various items of work and no additional compensation will be allowed." SECTION 314 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT

MARKERS
314- 4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.4. 1 General
Replace this section with the following paragraphs:

All traffic striping and pavement markings shall be thermoplastic and Sections 84- 1 and 84- 2 of the Caltrans Standard Specifications, latest edition, are hereby made a part of these specifications as though fully contained herein, except that the minimum thickness of traffic stripes and pavement markings shall be as follows:

Traffic Stripes— 90 mil.

Pavement Markings — 120 mil.

When striping trails traffic stripe shall be 3- lineal-feet broken stripe with 9 lineal feet between each stripe.

Unless otherwise directed by the Engineer, all new traffic striping and pavement markings shall be as shown on the drawings. Lane width dimensions shall be from center- to- center of striping.

The Engineer shall have 72 hours to review and approve all cat tracking prior to application of striping and pavement markings."
314-4.4.5 Measurement
Replace the first paragraph with the following paragraphs:

Traffic stripes will be measured by the linear foot along the line of the traffic stripe without deduction for gaps in broken traffic stripes. A double traffic stripe, consisting of two 6- inchwide yellow stripes, will be measured as two traffic stripes.

Pavement markings will be measured by the square foot and will include all crosswalk bars, limit lines, arrows, words, and bike lane symbols.

Traffic stripes, pavement markings, and permanent pavement markers shall not be applied to new paved surfaces until a minimum of seven days curing time has elapsed." 90 Packet Pg. 230 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 314-4.4-6 Payment
Add the following paragraph:

At work areas consisting only of" Replace Asphalt Concrete SurFacing," pavement markings and striping shall be replaced as directed by the Engineer. Payment for marking and striping will be in accordance with the bid schedule prices."
91 Packet Pg. 231 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) PART 4 EXISTING IMPROVEMENTS
SECTION 400 PROTECTION AND RESTORATION
400- 1 General
Add the following paragraph after the second paragraph:

The Contractor shall thoroughly inspect the street surface over which his equipment will move and only schedule that equipment and methods which will not cause damage to the existing surface. Repairs made necessary from noncompliance, shall be as directed by the Engineer, and the original appearance of the area shall weigh heavily in determining the extent of the repair."
Add the following paragraph after the third paragraph:

When the Contractor is required on private property, the Contractor shall furnish the City of Redding with a signed waiver notice from each of the property owners stating:

I hereby declare that the work performed on my property by the Contractor for the City of Redding has been satisfactorily cleaned up, and that I hereby waive any claim for damages to my property caused by said work."
SECTION 401 REMOVAL
401- 1 General
Add the following paragraphs:

In the event the Contractor proposes to dispose of concrete, asphalt, or other materials at a site other than an approved landfill, the Contractor shall obtain written permission from the Engineer of the location of the disposal site and provide the City with a completed Supplement Disposal Site Agreement" included in these specifications.

It shall be the responsibility of the Contractor to remove and dispose of all excess material and concrete rubble from the job site prior to the end of each work day unless otherwise approved by the Engineer.

The cost of removing and disposing of the material from the sites shall be considered as included in the unit prices paid for the work, and no additional compensation will be allowed therefor."
401- 2 Asphalt Concrete Pavement
The second sentence of the first paragraph is amended to read:

Sawcutting of edges is required when shown on the plans or directed by the Engineer." 92 Packet Pg. 232 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) SECTION 402 UTILITIES
402- 1 Location
402- 1. 1 General
Replace the last sentence of paragraph 3 with the following:

The Contractor shall provide the subsurface installation location data to the Engineer ten 10) Working Days prior to any scheduled excavation."
93 Packet Pg. 233 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) PART 6 TEMPORARY TRAFFIC CONTROL
SECTION 600ACCESS
600- 1 General
Add the following paragraphs after the second paragraph:

The Contractor shall provide traffic control during all construction survey staking to be performed by City staff."
The Contractor shall designate a person whose sole responsibility is to manage the coordination of all traffic control, the traffic control plan, public notification, automobile removal, and other activities necessary to minimize the inconvenience to the public. The Contractor shall provide a sufficient number of workers to assist the designated person with coordination of all traffic control, traffic control plan, public notification, automobile removal, and other activities necessary to minimize the inconvenience to the public. The designated person shall be available to the Engineer, inspectors, and the public for the duration of the contract through the use of a cellular phone. The phone number for the designated person shall be listed on all notifications for coordinating, submitting, making changes to, submitting proposed revisions to, and maintaining the traffic control plan and implementing all traffic control measures."
SECTION 601 TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND

MAINTENANCE WORK ZONES
601- 2 Temporary Traffic Control Plan ( TTCP)
Add the following paragraphs:

Submittals for TTCP shall be consistent with the City for Redding' s " Guideline for Temporary TrafFic Control Plan ( TTCP) Development ( Engineerinq Division Forms and Handouts I GitYof Reddinq.)
The Contractor shall submit traffic control plans for review, revision, and/ or approval by the Engineer. The Contractor shall allow a minimum of five ( 5) working days for review and shall not begin work until plans are approved. The control measures shall be in conformance with the California Manual of Uniform Traffic Control Devices ( CA- MUTCD). The Engineer shall reserve the right to stop any construction activity from proceeding if the work involves traffic detours and/ or controls that have not been previously approved or are not in conformance with the approved plan. The Contractor shall not be allowed to claim damages for delay arising from work stoppages by the Engineer in cases involving unauthorized or improper traffic Control regulations."
94 Packet Pg. 234 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) 601- 2. 2 Payment
Add the following paragraph:

The contract lump sum price paid for " Traffic Control" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in traffic control, complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." 95 Packet Pg. 235 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) PART 7 STREET LIGHTING AND TRAFFIC SIGNA SYSTEMS
SECTION 700 MATERIALS
Scope of Work
The work to be performed under this portion of the contract consists of modifying the existing traffic signal control and lighting system with provisions of new controller cabinet, controller assembly, and furnish and installation of bicycle signal, traffic loop detectors, and such other items or details not mentioned above that are required by the plans, Standard Specifications, or the Special Provisions to make a complete and operational system. 700- 1 General
Traffic signals and lighting conform to the standard provisions of Division X " Electrical Work" inclusive of Section 86 " General" and Section 87 " Electrical Systems" of the 2022 State of California Department of Transportation Standard Specifications and these special provisions.

Traffic signal work shall be performed at the following location:

Location 1: Market Street and Trinity Street
Cost Break- Down
Cost break- downs shall conform to the provisions in Section 86- 1. 01 C, " Submittals," of the State of California Department of Transportation Standards Specifications and these special provisions.

The Engineer shall be furnished a cost break- down for each contract lump sum item of work described in this section.

The cost break- down shall be submitted to the Engineer for approval within fifteen days after the contract has been approved. The cost break- down shall be approved, in writing, by the Engineer before any partial payment for the items of electrical work will be made.

Equipment List and Drawings
The controller cabinet schematic wiring diagram and intersection sketch shall be combined into one drawing, so that, when the cabinet door is fully open, the drawing is oriented with the intersection.

A maintenance manual shall be furnished for all controller units, auxiliary equipment, and vehicle detector sensor units, control units, and amplifiers. The maintenance manual and operation manual may be combined into one manual. The maintenance manual or combined maintenance and operation manual shall be submitted at the time the controllers are delivered for testing or, if ordered by the Engineer, prior to purchase. The maintenance manual shall include, but need not be limited to, the following items:
96 Packet Pg. 236 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) a. Specifications
b. Design characteristics
c. General operation theory
d. Function of all controls
e. Trouble shooting procedure ( diagnostic routine)
f. Block circuit diagram
g. Geographical layout of components
h. Schematic diagrams
I. List of replaceable component parts with stock numbers

TRAFFIC SIGNAL CONSTRUCTION
Maintaining Existing and Temporary Electrical Systems
Traffic signal system shutdowns shall be limited and approved by Public Works Department prior to being permitted. Contractor must submit to the engineer in writing a request for shutdown, inclusive of specific date and time at least 2 days prior to date.

Standards, Steel Pedestals, and Posts
Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted.

The sign mounting hardware shall be installed at the locations shown on the plans.

Sign panels and sign mounting hardware shall be furnished and installed at the locations shown on the plans by the Contractor. When nonilluminated street name signs are called out on the plans sign mounting hardware for street name signs mounted on signal mast arms shall be supplied by the City. Brackets shall be attached to signal mast arm by strap and saddle bracket method.

Conduit
Conduit to be installed underground shall be Type 3 per Section 86- 1. 02B of the California Department of Transportation Standard Specifications; unless otherwise specified elsewhere.

Detector termination conduits shall also be Type 3.

Conduit from the standard to the adjacent pull box shall be 2- inch minimum, conduit to all detector loops under curbs shall be 1 '/ Z- inch minimum.

Conduit sizes shown on the plans and specified in the Standard Specifications and these special provisions are referenced to metallic type conduit. When rigid nonmetallic conduit is required or allowed, the normal equivalent industry size shall be used as shown in the following table:
97 Packet Pg. 237 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Size Designation Equivalent Size
far' for
Metallic Type Canduit Rigid Nonmetallic Conduit
21 20
27 25
41 40
53 50
63 65
78 75
103 100
When Type 3 conduit is placed in a trench ( not in pavement or under portland cement concrete sidewalk), after the bedding material is placed and the conduit is installed, the trench shall be backfilled with commercial quality concrete, containing not less than 610 Ibs of portland cement per cubic yard, to not less than 4 inches above the conduit before additional backfill material is placed.

Conduit runs shown on the plans to be located behind curbs may be installed in the street, within 3 feet of, and parallel with the face of the curb, by the " Trenching in Pavement Method" in conformance with the provisions in Section 87- 1. 03B( 3)( b)( iii), of the California Department of Transportation Standard Specifications. Pull boxes shall be located behind the curb or at the locations shown on the plans.

All conduit to inductive loops shall extend three feet beyond the lip of gutter, AC dike, or edge of asphalt.

After conductors have been installed, the ends of conduits terminating in pull boxes, service equipment enclosures, and controller cabinets shall be sealed with an approved type of sealing compound.

After the conduit is backfilled, it shall be mandrelled with a mandrel sized for the conduit. In addition to the minimum conduit size requirements of Section 87- 1. 03B( 1) of the California Department of Transportation Standard Specifications, the minimum diameter of all conduits shall be 2 inches.

All conduits, new and existing, shall be blown out with compressed air and then sealed for future use.

Conduits terminating in pole bases shall terminate 2 inches below handhole in pole base.

Pull Boxes
All pull boxes shall be No. 6 unless otherwise noted on the plans. All No. 6 pull boxes shall be poly boxes by Quazite Part No. PG1730BA12 or approved equal. 98 Packet Pg. 238 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Grout shall not be placed in the bottom of the pull boxes, for pull boxes installed in the City of Redding right- of-way. For pull boxes installed in the Caltrans right- of-way, grout pull boxes per Section 87- 1. 03C( 2)( a) of the California Department of Transportation Standard Specifications.

Pull boxes shall be bedded with a 12- inch minimum thickness of clean, crushed rock. The clean, crushed rock shall extend for a minimum of six inches beyond the outside edges of the pull box.

Pull box covers for traffic signals shall be imprinted with " City of Redding Traffic Signal," for pull boxes in the City of Redding right-of-way. Pull box covers for traffic signals shall be imprinted with Caltrans Traffic Signal" for pull boxes within the Caltrans right- of-way.

Conductors and Wiring
Conductors and conductor cables shall conform to Section 86- 1. 02F of the California Department of Transportation Standard Specifications, unless otherwise specified elsewhere.

For electrical work in the City of Redding right-of-way, Splices of conductors shall be insulated with heat-shrink tubing conforming to IAW 86-2. 09E of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating.

For electrical work in the Caltrans right- of-way, use Method B to insulate a splicer per Section 87-

1. 03H( 2) of the California Department of Transportation Standard Specifications.

Conductors and cables from the terminal compartment through the mast arm to each signal head shall comply with Section 87- 1. 03F of the California Department of Transportation Standard Specifications.

The minimum insulation thickness, at any point, for Type USE, RHH, or RHW wire shall be 39 mils for conductor sizes No. 14 to No. 10, inclusive, and 51 mils for No. 8 to No. 2, inclusive. The minimum insulation thickness, at any point, for Type THW and TW wires shall be 27 mils for conductor sizes No. 14 to No. 10, inclusive, 40 mils for No. 8, and 52 mils for No. 6 to No. 2, inclusive.

Signal Interconnect Cable
Signal Interconnect Cable ( SIC) shall be the 6- pair type. The pairs to be connected are as follows:

TBO- 1 Black
Pair
TBO- 2 White
TBO- 3 Green
Pair
TBO- 4 Red
99 Packet Pg. 239 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Service
Minimum conduit size shall be two inch.

The functional test for each system shall consist of not less than seven days. If unsatisfactory performance of the system develops, the conditions shall be corrected and the test shall be repeated until the seven days of continuous, satisfactory operation is obtained. The functional test for grounds shall be conducted with a 3- point ground tester.

Controller Cabinet and Assembly
Controller Cabinet and assembly shall conform to Section 86- 1. 02Q of the California Department of Transportation Standard Specifications. Caltrans Department furnishes the controller unit, controller cabinet, and all auxiliary equipment required to operate the system. Also, the Department shall furnish a fully wired and functioning battery backup system including the cabinet.

Contractor shall furnish 4 BBS batteries, C& D model UPS12- 300MR.

Signal Faces and Signal Heads
Signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to Section 86- 1. 02R, " Signal Heads" of the California Department of Transportation Standard Specifications.

LEDs for vehicular traffic signal units will be Contractor furnished Type MAS mounting shall utilize Pelco bracket assembly number AS- 0125 or approved equal, within the City of Redding right- of-way. Mast arm mountings will use tenons for Caltrans poles within the Caltrans right- of-way.

All Signal section housings, visors, backplates, and mounting assemblies shall be metal, painted black inside and out.

Only tunnel visors shall be used. Pipe fittings shall be ductile iron, galvanized steel, or bronze.

Aluminum fittings shall not be used.

Back plates shall be the louvered type and shall have a 2- inch yellow retroreflective strips on the face around the perimeter.

Drain holes, 1/ 4- inch in diameter, shall be drilled in the bottom of signal heads.

Light Emitting Diode Signal Modules
For traffic signal faces, all sections, including all 12- inch sections, all bicycle sections, all arrow sections, and all pedestrian " Walk" and " Don' t Walk" symbols shall utilize light emitting diode LED) signal modules, as contained on the most current Caltrans Authorized Material List and approved by the Caltrans materials testing laboratory.

Contractor shall install LED lights in all display indications per the Section 86- 1. 02R(4)( c) of the California Department of Transportation Standard Specifications and special provisions. 100
Packet Pg. 240 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Pedestrian Signals
Pedestrian signals shall conform to Section 86- 1. 02S " Pedestrian Signal heads" of Caltrans Standard Specifications. Pedestrian signal face shaii be Type A, and shall include the countdown mode.

Pedestrian signals shall have LED countdown pedestrian signal face modules conforming to current Caltrans Specifications. Message symbols for pedestrian signal faces shall be a white WA KING PERSON and Portland orange UPRAISED HAND conforming to the requirements in the Institute of Transportation Engineers Standards: " Pedestrian Traffic Control Signal Indications" and the " Manual on Uniform Traffic Control Devices." Luminaires
Ballasts shall be the lag or lead regulator type.

Photoelectric Controls
Contactors shall be the mechanical armature type.

Photoelectric controls shall be located in the control cabinet.

Detectors
Detectors shall conform to Section 87- 1. 03V" Detectors" of Caltrans Standard Specifications.

Detector cards will be furnished by Caltrans.

Type D detector loops which are adjacent to limit lines shall have five turns of loop wire and Type A detector loops shall have three turns of loop wire.

Bicycle detector loops shall be 3-foot by 6-foot Modified Type D shown on the plans.

Loop wire shall be Type 2 per Section 86- 1. 02F( 2)( c)( iii) of California Department of Transportation Standard Specifications.

Loop detector lead- in cable shall be Type B per Section 86- 1. 02F( d)( iii) of California Department of Transportation Standard Specifications.

Slots shall be filled with hot- melt rubberized asphalt sealant.

Slots cut in the pavement shall be washed clean, blown out, and thoroughly dried before installing conductors. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface.

Residue from slot cutting operations shall be disposed of outside the highway right- of-way in accordance with Greenbook Section 300- 1. 2 Removal and Disposal of Materials. 101
Packet Pg. 241 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Pedestrian Push Buttons
Pedestrian push buttons shall be Pelco Intellicross, 2291- PXX, or approved equal. Push button color shall be black. Install the APS cable between the APS and corresponding pedestrian signal.

Attach the accessible pedestrian signal to the standard with screws by drilling and tapping. Drill an 1- inch diameter hole on the standard.

Terminations for the APS cable must be as follows:
4 Conductor Systems
Red 12 VDC
Black Ground
Green Walk
White Don' t Walk
LED Safety Lights
LED safety lights shall be Lumec RFL- 105W100LED4K-G2- R2M- UNV-DMG- FAWS- RCD7-GY3, Leotek GCM2- 40H- mV- NW- 2R- GY- PCR7- W, or approved equal.

The photocell shall be installed with sensor facing north.

Grey finish ( GY3) standard.

Required Features:

LED Correlated Color Temperature of 4000K.

Typical Color Rendering Index (CRI) of 75.

Passive Thermal Management.

Ambient Operating Temperature Range of- 40 Degrees C to + 50 Degrees C.

Single Latch, Tool- Less Access to Electrical Compartment with Removable Door Secured) and Integral Bubble evel.

Vibration Meets ANSI 136. 31- 2018 ( 30, 100K Cycles).

Minimum Warranty of 10 Years.
1- 1/ 4 inches to 2 inches Slipfitter.

Maximum Effective Projected Area of .92 Square Feet.

Maximum Weight of 28 LBS.
7 Pin ANSI 136. 41 Photo Electric Receptacle.

Voltage Range of 120- 277.
0- 10V Dimmable LED Driver.

Field Adjustable Wattage Selector (FAWS) with 10 Discrete Steps.

Removing, Reinstalling, or Salvaging Electrical Equipment Salvaged electrical materials shall be hauled to the Caltrans Electrical Maintenance Yard located at 5065 Mountain Lakes Boulevard, phone number 530- 225- 3062. 102
Packet Pg. 242 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) The Contractor shall provide the equipment, as necessary, to safely unload and stockpile the material. A minimum of two working days' notice shall be given prior to delivery.

Equipment
All equipment shall be provided by a vendor from the Caltrans Qualified Product List. The following equipment, or approved equal, shall be furnished by the Contractor:

1. Other equipment as required to complete the signal in accordance with the plans and these special provisions.

Payment
The contract unit price paid for" Modify Traffic Signal" shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing and installing the system, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer, including but not limited to any necessary pull boxes, temporary systems, excavation ( including removal of existing foundation in conflict with new foundation) and backfill, concrete foundations, conduit of various sizes, cameras, detector loops, traffic signal heads, poles, mast arms, controllers, cabinets, etc., microwave vehicle detection system, restoring sidewalk or pavement and appurtenances damaged or destroyed during construction, salvaging existing materials, and making all required tests.

Full compensation for all additional materials and labor shown on the plans or specified, which are necessary to complete the installation of the various systems, shall be considered as included in the various traffic signal systems, shall be considered as included in the prices paid for the systems, or units thereof, and no additional compensation will be allowed therefor.

Full compensation for hauling and stockpiling electrical materials shall be considered as included in the contract price paid for the item requiring the material to be salvaged and no additional compensation will be allowed therefor.
103
Packet Pg. 243 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) C t T Y CA F
C{ QF RECIDI lfa
777 Cypress Avenue, Redding, CA 96001
w;:~`- BC?X 496071, Reddi ng, CA 9604- 607I
C , I F c ci yv redding. org

PUBLIC WORKS- ENGINEERING
530- 225- 4170
530- 245- 4170 FAX
AQDENDUM NO. 1
ta the
TRINITY STREET BIFCE AY PRt JECT
Jab No. 8687)
BIQ NO. 5400
TO ALL PROSPECTIVE BIDDERS:

Add nd am No. 1 provides far de(etians, corrections, clarifications, and additians to the cantract specifications and drawings for the Trinity Street Bikeway Praject, Bid Na. 5400.

The deletions, carrectians; clarifications, and additions shall apply to Confiract Bid No. 5400 in the same manner as if# heywere originally part af the printad specifications, drawings, and proposal. 1_ Add the fallowing Caltrans Encraachment Permit, Permit No. 02- 23- N- SN- 0345, dated August 30, 2023.

2. Special Pravisions, Part 1 — Sectian 2 S`cape of Wark, 2- 2 Permifis Mt dify the second paragraph, second sentence as follows:

The Contractor shall be responsible far submitting fic rm TR- 0429; Gantractor( s) AuthQrization Form per the attached permit requirements." Add fihe following at the end af second paragraph:

Contractar shail be respansible for tih installation af all Galtrans furnished materials.

The Gity of Redding shail be respansible for the cost outlined in Item 2 an page 1 of the attached permit."

3. Special Provisions, Miscellaneaus Requirements, Gantract Items— Marker Post:

Modify the first paragraph, first sentence, as follows:

Marker Posts shall b Type K7' 1 Flexible Past by US Reflector ar approved equal." Dat d: September 6, 2023
Chuck AukMand
City Engine r
Packet Pg. 244 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) Bidders SHALL acknowledge r ceipt uia email of all Addenda to the GITY QF REDDING PRIAR TD B1D OPENING. Failure to acknawledge receipt via email c f all addenda shall cause the bid to b non- responsive and may be rejected.

Piease Email c r structionb dstc" ci. redd nq. ca. us
Gapy and paste in the Subject line: r t f 0 1; l r r
ity r t
ik y
r
j
t, I ' 0 5 ; Type your name and business name in the email tex# box.

Packet Pg. 245 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) STATE OF GALIFORNIA• DEPARTMENT QF TRANSPORTATI( JN FM 91 4436

ENCROACHMENT PERMIT
permi No.
ooT T- a 2a( R v osi2o2) 02- 23- N- SN- 0345
DisUCo/ RtelPM
In compliance with your application of August 10, 2023 p2(SHA/ 273lPM 16. 91 Reference Documentss Permit Approval Date
August 30, 2Q23
Utility Notice No. o
Performance Bond Amount( 1) Payment Band Amount( 2)
Agreement No. of 0 0
R/ W Contract Na. f Band Company
Project code( ID): GFG#:

N! A
Band Number( 1) Band Number( 2)
Applicant' s Reference/ Utility Work C3rder Na. ' N/A N/ A Gity of Redding
TQ: , ttn: Kristen Re gan
777 Cypress Rvenue
Redding, GA 96001
530) 225- 4469

PERMITTEE
and subject to the# ollowing, PERMISSION IS HEREBY GRANTED to:

Reconstruct curb ramp, sidew lk, and traffic stripe; and modify signa( end intersection lighting, within the State right- of-way per# he attached plan on State Route 273, at pastmile 16.91, at the inters ctian of Market Street and Trinity Street, in Redding, Shasta County:

ATTAGHMENTS; Generaf Fravisians, D2 SN Speeial Provisions, Plan, T9, T19; 730, A87A, R88A; EP1, EP2, ContractorAutharization Form, CEM 3101, Stormwater Special Provisions
NOTIFICATION: At least tsn working days before starting any work within the State right- of-way; notify Permit lnspectar Kendra Bradley at 530- 604- Q387, who wiil arrange for a required pre-jab meeting, inspection, and approval of work covered by this permit. fc
THIS PERMIT IS NOT A PRCjPERTY RIGNT AND DOES NOT TRANSFER W(TH THE PROPER7Y TO A NEW OWNER.

The fallowing attachments are aiso included as part of this permit( check applicable):
n addition ta fee, the permittee wiil be billed actual
casts for:

YES NO General Pravisians YES NO Review
YES NQ Utility Maintenance Provisions YES NO Inspection YES NO Storm Water Specia( Provisions YES Field Work
YES NQ Speciaf Provisions ifany Cattrans effort expended} YES NQ A Cal- OSHA Permit, if required: Permit Na. As- built Plans are Required YES NO As- Built Plans Submittal Route Slip for Locally Advertised Projects YES NO 1° ES NO Storm Water Pnllutian Protection Plan
YES NQ The infarmation in the enuironmental documentation has been reviewed and considered prior to approval of this permit.

This permit is void uniess the work is campleted before Qecem er 31 2Q24 This permit is to be strictly onstrued and no other work other than specifically mentioned is hereby authorized.

No project work shall be commenGed until all other necessary permits and environmental cfearances have been obtained.

AI PROVED:
1: Kendra Bradley
2: KG Harris david Moore, District Direc# or
3:

BY
4/rr...
d. G
Ar thonyPase. n 3o, zazaoe: z coTj Anthony Pasc i, District Permit Engineer ADA Notice This document is available in alternative accessible farm ts. For more information, please cantact the Forms Management Unit at( 279) 234- 2284, T7Y 711, in writing at Forms Management Unit, 1120 N Street, MS- 89, Sacramenta, CA 95814, or by email a# Farms, Management. Unit@tlot: ca. gov. Packet Pg. 246 Attachment: Previous Staff Report 10-02-23 (4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400) D2 SN SPECIAL PROVISIONS
GENERAL SPECIFICATIONS:

START WORK AND PLAN CHANGES: No work in the State' s right of way shall begin until all items listed in PRIOR TO WORK have been completed to the satisfaction of the State' s Representative. All work shall be in accordance with signed, stamped, and approved plans and specifications. All plan changes shall either be approved in writing by the State' s Representative or approved by Permit Rider prior to commencement of any additional or revised work.

PRIC?R TO WORK: A Pre- Construction Meeting shall be scheduled and held prior to beginning of any work in the State' s right of way, including all project management and construction inspection personnel from the City of Redding, Caltrans, and the selected construction contractor. After work begins, weekly meetings shall be held with all inspection personnel to ensure all issues are addressed concerning progress of the project and with conformance with all applicable and appropriate State standards, policies, and guidelines. In addition, the following shall be completed or provided prior to any work in the State' s right of way:

1. Permittee shall submit a completed "Notice of Materials to be Used" ( Form No. CEM- 3101, attached) at the PreConstruction Meeting for all materials to be used on the project.

2. The cost of Departments Furnished Materials shall be paid in the amount of$ 11, 950. 00 to Caltrans.

3. If a contractor performs any work, notwithstanding General Provision No. 4, Permittee and Permittee' s construction contractor are required to submit attached form TR- 0429, Contractor( s) Authorization Form prior to starting work covered by this permit.

MITIGATION AND MONITORING: Permittee shall be responsible for ensuring that all mitigation and monitoring requirements, as proposed in the lead agency' s environmental document, are fulfilled and that all regulatory agency coordination and permit requirements are completed prior to beginning construction. The Permittee sl all abide to all of the measures outlined in Attachment A( Avoidance/ Minimization Measures).

PROTECTION OF SURVEY MONUMENTS: Your attention is directed to Section 5- 1. 36, " Property and Facility Preservation" of the Standard Specifications and to Section 8771, " Monuments," of the Business and Professions Code.

Permittee shall physically inspect the work site and locate survey monuments prior to beginning work. Monuments shall be referenced or reset in accordance with the Business and Professions Code.

TIME EXTENSION: Permittee is advised that any request for time extension shall require a full reevaluation of the original application. Such a reevaluation may conclude with further mitigation, at Permittee' s expense, to comply with upgrades in highway design policies.

WORK I30URS: No work shall be performed during inclement weather, on weekends, an designated holidays, after 3: 00 P.M. on the day preceding designated holidays, or on Fridays after 3: 00 p. m. unless specifically authorized or directed by State' s Representative. See " TRAFFIC CONTROL" section in this permit for additional time restrictions for work requiring lane closures.

EQUIPMENT ON ROADWAY: All equipment used on the paved surface of the State highway shall be rubber tired or rubber tracked, unless authorized by State' s Representative, and shall comply with the legal weight requirements for operation on a State highway.

PROSECUTION OF WORK: Once work authorized by this permit is begun, it shall be diligently prosecuted to completion. Should suspension of work be necessary for any reason, trenches and excavations shall be closed( backfilled and compacted), and the area graded, obstructions removed, and erosion control measures installed to the satisfaction of State' s Representative.

PROTECTION OF EXISTING FACILITIES/ LANDSCAPE: No trees or vegetation shall be removed or trimmed within State right of way without specific direction by State' s Representative. All irrigatian systems/ sprinklers shall be protected in place.