Agenda packet — Santa Ana City Council, January 21, 2025 (part 2 of 6)

City Council 17 – 74 1/21/2025

4. CONTRACTOR agrees to complete the WORK OF IMPROVEMENT within the time specified in the Time for Completion of Improvements section of the BID PROPOSAL (Exhibit "A") including commencing construction within the timeframe therein specified after issuance of a Notice to Proceed.

6. If applicable, the CONTRACTOR shall adhere to the CITY'S Community Workforce Agreement (CW A), a pre-hire collective bargaining agreement, which establishes the labor relations policies and procedures for CONTRACTOR to follow in the crafts persons employed to complete the WORK OF IMPROVEMENT as more fully described in the CW A. The CW A may be found on the City's website at: http:/ /www.santa-ana.org/pwa/documents/CW A.pdf

7. CONTRACTOR shall, after award of this Contract, furnish two bonds to be approved by the CITY, one in the amount of One Hundred Percent (100%) of the Contract price, to guarantee the faithful performance of the work (Performance Bond), and one in the amount of One Hundred Percent (100%) of the Contract price to guarantee payment of all claims for labor and materials furnished (Payment Bond). This Contract shall not become effective until such bonds are supplied to and approved by the CITY.

8. CONTRACTOR shall, prior to the release of the performance and payment bonds or the retention payment, furnish a warranty performance and payment bond (Warranty Bond). Said Warranty Bond shall also be required as a condition of project acceptance. For projects up to Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of Ten Thousand Dollars ($10,000) or Twenty Percent (20%) of the final contract price. For projects above Five Hundred Thousand Dollars ($500,000), the Warranty Bond amount shall be the greater of One Hundred Thousand Dollars ($100,000) or Ten Percent (10%) of the final contract price.

9. CONTRACTOR shall, after award of this Contract, furnish Certificates of Liability Insurance and Worker's Compensation Insurance as outlined in the General Provisions, to be approved by the CITY.

10. INDEMNIFICATION.

To the fullest extent allowed by law, CONTRACTOR and its Subcontractors hereby agree to defend, indemnify, and hold harmless CITY, its City Council, boards and commissions, officers, agents, employees, representatives and volunteers (hereinafter collectively referred to as "Indemnitees"), through legal counsel acceptable to CITY, from and against any liability, claims, actions, costs, damages or losses, including reasonable costs and attorney's fees, for injury, including death to any person or damage to any property, arising directly or indirectly from, or in any manner relating to, any of the following:
(i) Performance or nonperformance of the Work of Improvement by CONTRACTOR or its Subcontractors of any lower tier;
(ii) Performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier, of any of the obligations under the Contract Documents;

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City Council 17 – 75 1/21/2025
(iii) The construction activities of CONTRACTOR or its Subcontractors of any lower tier, either on the project site or on other properties;
(iv) The payment or nonpayment by CONTRACTOR of any of its Subcontractors of any lower tier, for Work of Improvement performed on or off the project site; and (v) Any personal injury, property damage or economic loss to third persons related to and arising from the performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier, of the Work of Improvement.
(vi) The indemnity obligations of Subcontractors provided by this Section shall be included in all subcontract documents issued by CONTRACTOR.

Nothing in the Contract Documents shall be construed to give rise to any implied right of indemnity in favor of CONTRACTOR against CITY or any other Indemnitee.

Subcontracts, if any, shall contain a provision making them subject to all of the provisions stipulated in this Construction Contract. With respect to any conflict between such federal requirements and the terms of this Construction Contract and/or the provisions of state law and except as otherwise required under federal law or regulation, the more stringent requirement shall control. [signature page to follow}

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City Council 17 – 76 1/21/2025
IN WITNESS WHEREOF, the parties hereto have executed this Construction Contract on the day and year first above written.

ATTEST:

JENNIFER L. HALL
City Clerk
APPROVED AS TO FORM:

SONIA R. CARY ALHO
City Attorney
By: />;,z:2{ L / / (1,/gµ/VL-,
K,YfE NELLESEN
A'ssistant City Attorney
RECOMMENDED FOR APPROVAL:

NABIL SABA, PE
Executive Director
Public Works Agency

CITY OF SANTA ANA

ALVARO NUNEZ
City Manager
CONTRACTOR:

Mike Bubalo Construction Co., Inc.
~~~ek TITLE: \><L~ lb~

Page 4 of 4 ends

Nabil Saba
Digitally signed by Nabil
Saba
Date: 2025.01.06 14:05:46
-08'00'
City Council 17 – 77 1/21/2025

BID PROPOSAL

CITY OF SANTA ANA

PROPOSAL
PROJECTNO.: 23-6627

ROUSSELLE STREET FLOOD PROTECTION PROJECT
TO: CITY COUNCIL OF THE CITY OF SANTA ANA
FROM: MIKE BUBALO CONSTRUCTION CO., INC.

REQUIREMENT:

EXHIBIT A
The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents in its entirety and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule:

Item Description Qty Unit Unit Price Amount
1 Shoting of Open Excavations 1 LS $200,000.00 $200,000.00 2 Dewatering J LS $ 30,000.00 $30,000.00
3 As-Built Plans 1 LS $5,000 $5,000
4 Clearing and Grubbing l LS $55,000.00 $55,000.00
5 Unclassified Excavation 526 CY $400.00 $210,400.00
6 Asphalt Concrete (ARHM) 488 TON $215.00 $104,920.00
7 Asphalt Concrete (HMA) 406 TON $250.00 $ 101,500.00
8 CMB or Class II Base 300 CY $150.00 $45,000.00
9 Cold Milling (2" Max) 23,270 SF $3_00 $69,810.00
10 Curb and Gutter per C.S.A. Std. 1101 , 690 LF A-2-6 $100.00 $69,000.00 - 11 Curb, Type A-2-6 (Modified) per Sheet 60 LF DA-02 $100 .00 $6,000.00 12 61 Wide Bike Lane (Modified Type A-2· 310 SF 8 Curb) Per Sheet DA-02 $100.00 $31,000.00 13 Curb and Gutter per SPPWC Std. J 20-3, 1,080 LF A3-6 $50.00 $54,000.00 14 PCC Sidewalk per C.S.A. Std. 1104 690 SF $25.00 $ 17,250.00 Fire Access Path, 811 PCC Over
15 Compactec Subgrade, Transition 307 SF $ $
Adjacent Curbs to 3" High 30.00 9,210.00
16 Curb Ramp per Caltrans Std. A88A, 64t SF Case A $50.00 $32,000.00 .P-1 of P-20
City Council 17 – 78 1/21/2025
Item
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 23-6627

ROUSSELLE STREET FLOOD PROTECTION PROJECT
Description Qty Unit Unit Price Amount
Modified Curb Ramp per SPPWC Std. 140 SF 111-5, Case A Type 6 $100.00 $14,000.00 Curb Ramp per Caltrans Std. A88A, 140 SF Case F $100.00 $14,000.00 Adj ust Water Valve Frame ond Cover to 9 EA Grade per C.S.A. Std. 1410 $2,000.00 $ 18,000.00 Adjust Manhole Frame and Cover to 5 EA Grade per C.S.A. Std. 1201 $2,000.00 $10,000.00 Interpretive Signage Per Detail G on 1 EA Sheet QD-0 1 $5,000.00 $5,000.00 Drought-Tolerant Landscape-Buffer 1 LS $20,000 .00 $20 ,000.00 Construction Information Sign 1 EA $1 0,000.00 $ 10,000.00 Project Acknowledgement Sign (Prop l EA 68 Grant) $10,000.00 $10,000.00 8' W x 7' H RCB per Caltrans Std.

D83A and D83 B with Earthwork per 1,295 LF $ $
Caltrans Std. A62G 1,700.00 2,201 ,500.00
l 0' W x 6' H RCB per Caltrans Std.

D83A and D83B with Earthwork per 50 LF $ $
Caltrans Std. A62G 2,600.00 130,000.00
5' Transition Strncture Single RCB to 2 EA Single RCB per SPPWC Std. 343-2 $10,000.00 $20,000.00 5' Transition Structure Single RCB to 1 EA Single RCP per SPPWC Std. 342-2 $60,000.00 $60,000.00 Weir, 2' high, per Detail I on Sheet QD· I LS 02 $10,000.00 $ 10,000.00 Manhole per SPPWC Std. 323-2 5 EA Without Red ucer $20,000.00 $100,000.00 Junction Structure per SPPWC Std. 334- 3 EA 2, Case 2 $12,000.00 $36,000.00 18" RCP and Bedding per C.S.A. Std. 5 LF 1150 $500.00 $2,500.00 24" RCP and Bedding per C.S.A. Std. 80 LF 1150 $600.00 $48,000.00 Local Depression per C.S.A. Std. 305 2 EA $1,000.00 $2,000.00 Catch Basin per SPPWC Std. 300-4 2 EA $ with CPS Unit and Stenciling 20,000.00 $40,000.00 Monolithic Catch Basin Connection per l EA SPPWC Std. 308-3 $20,000.00 $20,000.00

6.5' x 4' Contech Filterra or Approved 2 EA Equal $10,000.00 $20,000.00 16' x 8' Contech Filterra or Approved 1 EA Equal $50,000.00 $50,000.00 6" PVC Pipe, Appurtenances, and 65 LF Bedding per C.S.A. Std. 1150 $200.00 $13,000.00 P-2 of P-20
City Council 17 – 79 1/21/2025
Item
-io
41 -+2
-I]
-1-+
45 46
47 CITY OF SANTA ANA

PROPOSAL
PROJECT NO.: 23 -662 7
ROUSSELLE STRl:[T FLOOD PROTECTION PROJECT
Description Qty Unit Unit Price Amount
8" Class 350 Ductile Iron Water Main
Vertical Offset Per C.S . ...\. Std. 14 IJA 80 LF s s
with Adapters pe r C.S.A. Std. I-+-+> 600.00 48,000.00
Signing and Striping (Includes Removal
ofbisting Striping/Pavement I LS s s
Markin!!s) 20,000.00 20,000.00
Additional Potholing (As-Needed)* 5 EA S 5,000.00 s 25,000.00 Tree Removal and Replacement (As- 7 E.--\ 55,000.00 s Needed)* 35,000.00 Root Shaving (As-Needed)'1 15 EA 5100.00 $ 10,500.00
90-Day Landscape Establishment I LS s 8,000.00 s 8,000.00 Construction Permit I LS S 17.669 S 17.669
Bid Alternates
Add-Alt La ndscaping I LS s 55,000.00 $ 55,000.00
TOTAL BASE BID s 4,058,259.00
TOTAL ADD AL TERNA TE BID s 4,113,259.00
The lowest responsible bidder shall be se lected based on the total base bid. The City reserves the right to m-varcl the Base Bid. and any. all. or none of the add -alternate bid items (if any). * The quantity for this bid item is shown for bid compari son only. This bid item shall not be subject to the ··25%" limit as stated in Sec tion 7-3.5 of the Standard Spec ifications. The ac tual amount for th is item w ill be dictated by the actual quan ti ty used. and the Agency reserve the right to increase or decrease the quantity of this item accordingly. ·:· This bid item is cons idered a Spec ialty Item per Section 3-2 of the Standard Specifications.

The undersigned bidder hereby proposes to comp lete the Work for the total base bid amount shO\-vn above.,, ithin 200 working davs after the com mencement elate stated in the otice to Proceed . Upon issuance of the I otice to Proceed. Contractor shall immediately place order for long-lead time items (i.e. Reinforced Concrete Bo:-; stor111 drain. Fi lterra Units. etc.) in accordance \\ ith grant funding requirements. Work shal l be completed by December 3 1. 2025.

Refer to the Grant Agreement included in Appendix K.

The liquidated damages a111ount. in lieu of th e amount spec ified in Subsection 6-9 of the Standard Specifications. shall be S3 .750 per calendar day.

P-3 of P-20
City Council 17 – 80 1/21/2025

CITY OF SANTAANA

PROPOSAL
PROJECTNO.: 23-6627

ROUSSELLE STREET FLOOD PROTECTION PROJECT
Name of Firm MIKE BU BALO CONSTRUCTION CO., INC.
~.4'". -- £ ·- - ·
SignatureofBIDDER ~ ~
Title President
(If an individual, so state. If a firm or co-partnership, state the firm name and·give the names of all ind ividual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) Dave Sorem, President, Manager
Jason Bubalo, Secretary, Treasurer
City Council 17 – 81 1/21/2025
Construction Contract $ 4,113,259
Contract Administration, Inspection and Testing $ 615,000 Contingencies $ 411,000
TOTAL ESTIMATED CONSTRUCTION COSTS $ 5,139,259.00
CONSTRUCTION OF PROJECT NO. 23-6627: Rousselle Street Flood Protection Project

COST ANALYSIS
City Council 17 – 82 1/21/2025
City Council 17 – 83 1/21/2025
City Council 17 – 84 1/21/2025
City Council 17 – 85 1/21/2025
FY 24/25 FY 27/28 FY 28/29 FY 29/30
831,000 - - -
831,000 - - -
FY 24/25 FY 27/28 FY 28/29 FY 29/30
831,000 - - -
831,000 - - -

FED CLEAN WATER - - -
AGENCY: DIVISION: CONTACT: DATE:

Public Works Construction Engineering Craig Foster, NPDES Manager 21-Jan-2025

TOTAL - - -
SOURCE OF FUNDS FY 25/26 FY 26/27 FY 30/31

TOTAL - - -
PROJECT COSTS FY 25/26 FY 26/27 FY 30/31
Construction - - -
CITY OF SANTA ANA FY 24/25CIP

CAPITAL IMPROVEMENT PROJECT WORKSHEET
PROJECT DESCRIPTION:

Design and construction of the Rousselle Street Flood Protection Project.

This project features the upgrade of existing City stormdrain on Rousselle Street, from Warner Avenue to St Gertrude Place, and was identified in the City’s 2018 Storm Drain Master Plan as one of the top 10 recommended capital projects.

PROJECT NEED:

The City experiences significant flooding during intense rain events, which has negative impacts on vehicles and pedestrian travel, business operations, and causes property damage. The project will increase the capacity of the City’s stormdrain system to reduce flooding and also includes stormwater treatment devices.

PROJECT TITLE:

Rousselle Street Flood Protection
Project
PROJECT CATEGORY:

Utility/Drainage/Lighting Improvements
Storm Drain/Water Quality

LOCATION MAP
EXHIBIT 7
City Council 17 – 86 1/21/2025
Public Works Agency
www.santa-ana.org/pw
Item # 18
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
January 21, 2025
TOPIC: Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue

AGENDA TITLE
Appropriation Adjustment, Construction Contract to Select Electric, Inc., and Agreement with Santa Ana Unified School District for the Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue Project (Project No. 25-6030) (General Fund)

RECOMMENDED ACTION

1. Approve an appropriation adjustment recognizing $1,242,686 in the Select Street Construction, Expense Reimbursement revenue account (No. 05917002-57000) and appropriate the same amount into the Select Street Construction, Improvements Other Than Buildings expenditure account (No. 05917660-66220) (Requires five affirmative votes).

2. Authorize the City Manager to execute a Cooperative Agreement with Santa Ana Unified School District, in an amount not to exceed $1,242,686, for the construction and construction engineering of the Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue, effective upon full approval of the agreement for a two-year term, with an option for extension (Agreement No. A2025-XXX).

3. Approve an amendment to the Fiscal Year 2024-25 Capital Improvement Program to include an additional $1,242,686 in construction funds from the Select Street Construction account for the Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue Project (No. 25-6030).

4. Approve the Project Cost Analysis for a total estimated construction delivery cost of $1,242,686, which includes $994,149 for the construction contract, $149,122 for contract administration, inspection, and testing, and a $99,415 project contingency for unanticipated or unforeseen work due to the complexity and extensive scope of this project.

5. Award a construction contract to Select Electric, Inc., the second lowest responsible bidder, in accordance with the base bid in the amount of $994,149, subject to change orders, for construction of the Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue Project (No. 25-6030), for a term City Council 18 – 1 1/21/2025
Traffic Signal Installation at Segerstrom Avenue and Spruce Street January 21, 2025

Page 2 ends

beginning January 21, 2025 and ending upon project completion, and authorize the City Manager to execute the contract.

6. Determine that, pursuant to the California Environmental Quality Act, the recommended actions are exempt from further review. Categorical Exemption Environmental Review No. ER-2024-107 was filled for Project No. 25-6030.

GOVERNMENT CODE §84308 APPLIES: No

DISCUSSION
The Public Works Agency Engineering Division is responsible for the administration and oversight of all Capital Improvement Projects in the City. In 2021, a traffic impact analysis conducted by the Santa Ana Unified School District (SAUSD) for a new Sports Stadium at Saddleback High School indicated that a traffic signal was warranted at the intersection of Segerstrom Avenue and Rosewood Avenue (Exhibit 1). The warrant study examined average daily traffic volumes, peak hour volumes, pedestrian volumes, and collision history; thus concluding the need for a traffic signal based on high traffic delay experienced by motorists entering the intersection. The study determined that a new traffic signal would also help improve traffic flow, safety, and accessibility for motorists, pedestrians, and bicyclists that traverse this intersection.

To help mitigate the impacts, SAUSD agreed to fund the design and construction of a new traffic signal at Segerstrom Avenue and Rosewood Avenue. To help streamline the construction, SAUSD requested the City to manage the construction of the project and in exchange SAUSD would provide 100% of the necessary funding for construction delivery. The scope of work includes installation of traffic signal poles, conduit, wiring, video detection system, emergency vehicle preemption system, wheel chair ramps, and high visibility crosswalks.

Staff recommends the approval of the proposed Cooperative Agreement with SAUSD in order to identify the roles and responsibilities of each agency. Under the proposed cooperative agreement, the City agrees to construct the new traffic signal and provide construction engineering and management, while SAUSD agrees to reimburse the City for 100% of all costs associated with the construction including contract bid amount, construction administration, inspections, material testing, and contingency amounts (Exhibit 2). The agreement was approved by the SAUSD Board on December 19, 2024.

A copy of construction plans, contracts, specifications, and all related reference materials (such as The Greenbook) are available for public review at the City’s Public Works Agency, Central Files office located in City Hall.

City Council 18 – 2 1/21/2025
Traffic Signal Installation at Segerstrom Avenue and Spruce Street January 21, 2025

Page 3 ends

Public Outreach and Contractor Participation
To provide an opportunity for local vendors to submit bids, the City notified a total of 274 regional vendors via PlanetBids, many of which are Santa Ana based. A total of five bids were received. No bids were received from any Santa Ana contractors.

As legally required, a Notice Inviting Bids was advertised in the Orange County Register newspaper on October 30, 2024 and November 6, 2024. The project was also advertised in PlanetBids on October 29, 2024. Bids were received electronically via PlanetBids and opened on November 20, 2024. Bids are valid until February 16, 2025.

No bid protest was submitted by any of the bidders during the bid protest period.

Bid Results Summary
RANK BIDDER’S NAME LOCATION BASE BID
1 Baker Electric, Inc. Escondido, CA $906,610
2 Select Electric, Inc Anaheim, CA $994,149
3 Elecnor Belco Electric, Inc. Chino, CA $1,045,322
4 International Line Builders
Inc. Corona, CA $1,068,966
5 Crosstown Electrical &
Data, Inc. Irwindale, CA $1,411,147
A total of five bids were received and four were deemed responsive. The apparent lowest bidder, Baker Electric, Inc., was identified to have a non-responsive bid.

Select Electric, Inc. submitted the lowest responsive bid in the amount of $994,149 (Exhibit 3). As specified in the bid documents, the lowest bid shall be determined on the basis of the base bid. Based on the bid analysis and a contractor’s reference check, staff recommends awarding the construction contract to Select Electric, Inc. in the amount of the base bid totaling $994,149. (Exhibit 4).

Select Electric, Inc. has not performed work as a prime contractor in the City of Santa Ana within the last five years. A reference check was made with three other public agencies and good reviews were received regarding the quality of work performed by the contractor on previous projects.

Project Delivery
To deliver a complete project, in addition to the construction contract, the estimated total project delivery cost includes a budget allocation for construction administration, inspection, and testing. Construction administration and inspection may be performed by either staff or consultants and includes construction management, inspection of the Contractor’s work to ensure contract compliance, workmanship and quality, materials testing, and implementation of the labor requirements.

City Council 18 – 3 1/21/2025
Traffic Signal Installation at Segerstrom Avenue and Spruce Street January 21, 2025

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Any of the allocated construction administration funds not spent are considered project savings and are returned to the respective fund balance upon close out of the project.

As indicated in the Cost Analysis (Exhibit 5) and as summarized in the table below, the estimated total construction delivery cost of the project is $1,242,686.

Project Item Total
Construction Contract Bid Amount $994,149
Construction Administration $79,532
Inspection $49,707
Testing $19,883
Project Contingencies $99,415
TOTAL ESTIMATED CONSTRUCTION DELIVERY COST $1,242,686

ENVIRONMENTAL IMPACT
Pursuant to the California Environmental Quality Act (CEQA), the recommended actions are exempt from further review pursuant to Section 15301(b) of the CEQA Guidelines for projects consisting of repair/maintenance of existing public facilities. The proposed project continues to meet these parameters of the CEQA Guidelines, and Categorical Exemption Environmental Review No. ER-2024-107 was filed for Project 25-6030 (Exhibit 6).

FISCAL IMPACT
As indicated in the Cost Analysis, the estimated total construction delivery cost of the project is $1,242,686. All funds are available for expenditure in Fiscal Year 2024-2025.

Any remaining balances not expended at the end of the fiscal year will be carried forward into Fiscal Year 2025-2026.

The proposed contract authorizes staff a maximum of 10% in contingencies for construction contract change orders. Staff will coordinate with SAUSD staff and return to City Council for acceptance of additional revenue and authorization and appropriation of additional contingency if necessary.

With approval of the requested appropriation adjustment, the funds will be budgeted and available for this item in the accounts below.

Fiscal
Year
Accounting
Unit - Account
No.
(Project No.)
Fund
Description
Accounting Unit,
Account No.

Description
Amount
Appropriation Adjustment
2024-25 05917660-
66220
Select Street
Construction, $1,242,686
City Council 18 – 4 1/21/2025
Traffic Signal Installation at Segerstrom Avenue and Spruce Street January 21, 2025

Page 5 ends

Fiscal
Year
Accounting
Unit - Account
No.
(Project No.)
Fund
Description
Accounting Unit,
Account No.

Description
Amount
(25-6030) Select Street
Construction
Improvements Other
Than Buildings
Total $1,242,686

EXHIBIT(S)

1. Location Map

2. Cooperative Agreement with SAUSD

3. Bid Proposal

4. Construction Contract

5. Cost Analysis

6. Environmental Determination

7. CIP Project Sheet
Submitted By: Nabil Saba, P.E., Executive Director – Public Works Agency Approved By: Alvaro Nuñez, City Manager
City Council 18 – 5 1/21/2025
PWA

SANTA ANA
PUBLIC WORKS AGENCY Project No. 25-6030:

Traffic Signal Installation at Segerstrom Avenue
and Rosewood Avenue
EXHIBIT 1
City Council 18 – 6 1/21/2025
EXHIBIT 2

COOPERATIVE AGREEMENT BY AND BETWEEN THE CITY OF SANTA ANA

AND THE SANTA ANA UNIFIED SCHOOL DISTRICT FOR TRAFFIC SIGNAL

INSTALLATION AT SEGERSTROM AVENUE & ROSEWOOD AVENUE
This Cooperative Agreement (“Agreement”) is made and entered into this 21st day of January 2025, by and between the CITY OF SANTA ANA, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California (“City”), and the SANTA ANA UNIFIED SCHOOL DISTRICT (“District”). City and District may individually be known as “Party” or collectively as “Parties”.

RECITALS:

A. District constructed a new sports stadium at Saddleback High School. A Traffic Signal Warrant Analysis, conducted on February 23, 2021, determined the need for a new traffic signal at the intersection of Segerstrom Avenue and Rosewood Avenue (the “Project”).

B. District cooperated with City’s Public Works Agency to design the traffic signal and received approval from the City to proceed with construction of the traffic signal.

C. District has requested that City construct and complete the Project. In exchange, District has agreed to provide 100% of all necessary funding for the Project.

D. To expedite completion of the Project, City has agreed to construct the Project and will be responsible for bidding the Project, awarding the Project to a qualifying contractor, and constructing the traffic signal, including engineering, inspection & material testing, and construction management.

E. City agrees to serve as the lead agency to oversee the construction and implementation of the Project.

F. The Parties desire to enter into this Cooperative Agreement to demonstrate their commitment to implementing the Project.

G. This Agreement defines the specific terms, conditions and funding responsibilities between City and District for the implementation of the project.

NOW, THEREFORE, it is mutually understood and agreed by and between the CITY OF SANTA ANA and the SANTA ANA UNIFIED SCHOOL DISTRICT, the following:

I. SCOPE OF WORK:

This Agreement specifies the roles and responsibilities of the Parties, as they pertain to the subjects and Project addressed herein. The Project is specifically detailed in the Plans and Specifications attached hereto as Exhibit A and incorporated herein by this reference. The Parties agree that each will cooperate and coordinate with the other in all activities covered by this Agreement and any other supplemental agreements that may be required to facilitate purposes thereof. 1 City Council 18 – 7 1/21/2025
As further described in Exhibit A, the scope of work includes installation of a new traffic signal at the intersection of Segerstrom Avenue & Rosewood Avenue, including traffic signal poles, conduit, wiring, fiber optic cable, video detection system, signage and striping, and necessary roadway and sidewalk improvements. In addition, high visibility crosswalks and audible pedestrian signals will be installed to enhance visibility of crossing pedestrians and bicyclist at the intersection. These Project improvements will provide a signalized controlled intersection which will enhance the safety of pedestrians and motorists when traversing this intersection.

II. MUTUAL RESPONSIBILITIES:

The Parties mutually agree to:
a. Designate lead staff to act as the liaisons for the Project. The liaisons and any other Project personnel, if necessary, will attend and participate in all related Project meetings. b. Participate, cooperate and coordinate with contractors, consultants, vendors and staff in good faith using reasonable efforts to resolve any unforeseen issues and disputes arising out of the Project to the extent practicable with respect to the performance of the Project. c. Provide on-site support for signal control systems, timing plans, detection systems and related equipment during construction, installation and integration, and be available to change or adjust timing plans when necessitated by the Project.
d. Coordinate the inclusion of other reasonably necessary improvements and in-kind services that the District requires for the implementation of the Project but are not included in the Project plans and specifications. District shall be responsible for the inclusion of such elements at its own cost.

III. RESPONSIBILITIES OF CITY:

City agrees to the following responsibilities:
a. Preparation of Notice Inviting Bids to elicit competitive bids from qualified contractors for Project construction.
b. Bid analysis of proposals from qualified contractors and selection of a contractor based on same. c. Awarding of construction contract to selected contractor. d. Invoicing for Project to District.
e. Construction contract administration and management. f. Periodic inspections of contractor progress, as well as labor law compliance. g. Processing of contractor progress payments.
2 City Council 18 – 8 1/21/2025
h. Coordinate community outreach with District regarding the Project and secondary effects of the Project.
i. Project closeout and return of any unused contingency monies to District. j. Upon completion of the Project, the Parties agree that City shall become the owner of the Project and be responsible for general maintenance and upkeep of the Project site.

IV. RESPONSIBILITIES OF DISTRICT:

District agrees to the following responsibilities:
a. District shall be responsible for 100% of all costs associated with the construction of the Project and shall provide all necessary funding within thirty (30) days of receipt of an invoice. The amount of the total Project costs shall not exceed $1,242,686.25 which is inclusive of construction contract bid amount, construction administration, inspections, material testing and Project contingency amounts.
b. Provide technical representative to assist City in providing responses to contractor requests for information (“RFIs”), including interpretations of the meaning and intent of the drawings and specifications, and assist in achieving the resolution of any problems which may arise. c. Authorize the City to manage, procure materials for, and implement the Project. d. Participate and support Project implementation during construction timeframe.

V. REPRESENTATIONS, WARRANTIES AND COVENANTS:
a. Each Party represents, warrants and covenants that it has full authority to enter into this Agreement and to perform its obligations under this Agreement. The actions required to be taken by the City in the implementation of this Agreement are delegated to its City Manager or equivalent designee.
b. City represents, warrants and covenants that:

1. City is the owner of the Project site, as identified and detailed in Exhibit A, and that nothing contained in this Agreement shall be deemed to create or shall be construed as creating in District any property interest in or to the Project site.

2. City shall comply with all requirements of all governmental authorities, in force either now or in the future, affecting the Project site, and shall ensure that all Project work shall be performed by the City and/or its representatives in a safe, good, and workmanlike manner.

3. City shall furnish all tools, equipment, apparatus, facilities, transportation, labor, and material necessary to perform the Project work as described in Exhibit A of the Agreement.
3 City Council 18 – 9 1/21/2025

4. City shall bind every contractor by the terms of this Agreement as far as such terms are applicable to the contractor’s work, including, without limitation, all indemnification, insurance and bond requirements. City shall be fully responsible to District for acts and omissions of its contractor(s) and of persons either directly or indirectly employed by City or its subcontractors. Nothing contained in this Agreement, however, shall create any contractual relations between any City contractor or subcontractor and District.

VI. COMPLETE AGREEMENT:
a. This Agreement, including any attachments incorporated herein and made applicable by reference, constitutes the complete and exclusive statement of the terms and conditions of this Agreement between the Parties, which supersedes all prior representations, understandings and communications between the parties. The invalidity in whole or in part of any term or condition of this Agreement shall not affect the validity of other term(s) or conditions(s) of this Agreement. The above referenced Recitals are true and correct and are incorporated by reference herein.
b. Any modification of this Agreement shall only be by amendment upon written mutual consent of all Parties. All modifications, amendments, changes and revisions of this Agreement in whole or in part, and from time to time, shall be binding upon the Parties so long as the same shall be in writing and executed by each Party.
c. A Party’s failure to insist on any instance(s) of any other Party’s performance of any term(s) or condition(s) of this Agreement shall not be construed as a waiver of the non-enforcing Party’s right to such performance or to future performance of such term(s) or condition(s), and the nonperforming Party’s obligation in respect thereto shall continue in full force and effect.

Changes to any portion of this Agreement shall not be binding upon either Party except when specifically confirmed in writing by way of a written amendment or addendum to this Agreement between the Parties and issued in accordance with the provisions of this Agreement.

VII. INSURANCE AND INDEMNIFICATION:
a. Each Party shall jointly and severally indemnify, defend and hold harmless the other Party, and it’s officers, directors, employees and agents, from and against any and all claims for any loss or damages, bodily injuries, damage to or loss of property caused by negligent acts, omissions or willful misconduct by that Party and its officers, directors, employees or agents in connection with or arising out of the performance of this Agreement. b. Each Party shall maintain adequate levels of insurance or self-insurance to assure full indemnification of the other Party.

VIII. ADDITIONAL PROVISIONS:
a. Term of Agreement: This Agreement shall commence on the date first written above for a two (2) year term, with the option for the City to grant a one (1) year extension, exercisable in writing by the City Manager and the City Attorney.
4 City Council 18 – 10 1/21/2025
b. City and District hereto affirm that they are authorized to execute this Agreement on behalf of said Parties and that, by so executing this agreement, the Parties hereto are formally bound to the provisions of this Agreement.
c. Cost Overruns: In the event Project costs exceed the estimates submitted in the Project Application as prepared, all Parties agree to meet and determine project revisions to meet the budget or generate and approve a revised funding proposal between the Parties that shall be documented and submitted in writing as an addendum to the Agreement. d. Severability: If any term, provision, covenant or condition of this Agreement is held to be invalid, void or otherwise unenforceable, to any extent, by any court of competent jurisdiction, the remainder of this Agreement shall not be affected thereby, and each term, provision, covenant or condition of this Agreement shall be valid and enforceable to the fullest extent permitted by law.
e. Counterparts of Agreement: This Agreement may be executed and delivered in any number of counterparts, each of which, when executed and delivered, shall be deemed an original, and all of which together shall constitute the same agreement. Facsimile and electronic signatures will be permitted.
f. The Parties shall comply with all applicable federal, state and local laws, statutes, ordinances, and regulations of any governmental agency having jurisdiction over the Project. g. Force Majeure: Any Party shall be excused from performing its obligations under this Agreement during the time and to the extent that it is prevented from performing by an unforeseeable cause beyond its control, including, but not limited to: any incidence of fire, flood; acts of God; commandeering of material, products, plants or facilities by the federal, state or local government; national fuel shortage; or, a material act or omission by the other party; when satisfactory evidence of such cause is presented to the other Party, and provided further that such nonperformance is unforeseeable, beyond the control and is not due to the fault or negligence of the party not performing.
h. Assignment: Neither this Agreement, nor any of the Parties’ rights, obligations, or duties hereunder may be assigned in whole or in part by any Party without the prior written consent of the other Party in their sole and absolute discretion. Any such attempt for assignment shall be deemed void and of no force and effect. Consent to one assignment shall not be deemed consent to any subsequent assignment, nor the waiver of any right to consent to such subsequent assignment.
i. Obligations to Comply with Law: Nothing herein shall be deemed nor construed to authorize or require any Party to issue bonds, notes or other evidences of indebtedness under the terms, in amounts, or for purposes other than as authorized by local, state or federal law. j. Governing Law: The laws of the State of California and applicable local and federal laws, regulations and guidelines shall govern this Agreement. 5 City Council 18 – 11 1/21/2025
k. Litigation fees: Should litigation arise out of this Agreement for the performance thereof, the court shall award costs and expenses, including attorney’s fees, to the prevailing Party. l. Notices: Any notices, requests, or demands made between the Parties pursuant to this Agreement are to be directed as follows:

City of Santa Ana
Public Works Agency
20 Civic Center Plaza, M-43
Santa Ana, CA 92701
Cesar Rodriguez
Sr. Civil Engineer
(714) 647-5626
Santa Ana Unified School District
1601 E. Chestnut Avenue
Santa Ana, CA 92701
Julie Molloy
Senior Facilities Planner
(714) 480-5367
IX. DELAGATED AUTHORITY:

The actions required to be taken by the Parties in the implementation of this Agreement, including any amendments thereto, are delegated to their City Manager, Superintendent, or equivalent designees.
[SIGNATURES APPEAR ON SUBSEQUENT PAGES]
6 City Council 18 – 12 1/21/2025
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement the date and year first above written:

CITY OF SANTA ANA:

ALVARO NUNEZ
City Manager
ATTEST:

JENNIFER L. HALL
City Clerk
APPROVED AS TO FORM:

SONIA R. CARVALHO
City Attorney
Assistant City Attorney
RECOMMENDED FOR APPROVAL:

Digitally signed by Nabil
Saba
Date: 2025.01.09 09:06:28
-08'00'
Nabil Saba

NABIL SABA
Executive Director
Public Works Agency
7 City Council 18 – 13 1/21/2025
City Council 18 – 14 1/21/2025

EXHIBIT A

PLANS AND SPECIFICATIONS
City Council 18 – 15 1/21/2025
City Council 18 – 16 1/21/2025

DEMOLITION

EX NOTES R/W

EX R/W
-SEE DEMOLITION NOTES, SHEET C0.01.

DEMOLITION

LABE LEGEND
L
A

DESCRIP
TION 61 62 62
REMOVE (E) CONCRETE PAVEMENT/SIDEWALK.

REMOVE (E) AC PAVEMENT.

EX CURB & GUTTER EX CURB & GUTTER
B
C
55 51
60 REMOVE (E) LANDSCAPING. SEE

LANDSCAPE AND IRRIGATION
PLANS FOR IMPROVEMENTS.

TYPE N-5 (CA) 06 57
56 02 B EX CURB
06 S5- 3
BEGIN 02
02 END
54 52 BEGIN 02
02 END 53 52 EXISTING
10" VCP
SEWER MAIN(E) TREE TO REMAIN AND BE PROTECTED. C C
SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION NOTE 6
AND 10 SHEET C0.01.
04 54
BEGIN 52
01 01 END BEGIN 01 B 01 END EX CURB & GUTTER
APPROXIMATE LIMIT 03 OF WORK.
01 01 DEMOLITION KEYNOTES
60 KEY
NOT E

DESCRIP
TION
QTY.
68 LF
67 LF
1 EA
51 51
01 02
REMOVE (E) CURB AND GUTTER.

REMOVE (E) CURB. REMOVE (E) SIGN POLE AND PLACARD. SALVAGE (E) PLACARD (SIDEWALK CLOSED) AND STORE FOR

INSTALLATION ON NEW
POLE PER SIGNAGE AND STRIPING PLAN SHEET 13 .
03 04
05 06
REMOVE (E) LIGHT POLE AND FOUNDATION.
1 EA
1 EA
W. SEGERSTROM AVE.

ST CL BEGIN 02
REMOVE (E) SIGN POLE AND PLACARD. SALVAGE (E) PLACARD
(R30F & NEIGHBORHOOD WATCH) AND STORE FOR INSTALLATION ON NEW POLE PER SIGNAGE AND STRIPING PLAN SHEET 4 .

EX CURB N64° 45' 15.32"E 06 R3-4 B C REMOVE (E) SIGN, POST AND FOUNDATION COMPLETE. 1 EA
A
52 ST CL PROTECTION KEYNOTES
SAWC UT 02 END EX CURB BEGIN REMOVAL TO ALIGN WITH NEAREST JOINT IN

PATTERNED CONCRETE
KEY
NOT E

DESCRIP
TION
50 51
52 53
54 55
56 57
58 59
60 61
62 PROTECT (E) CONCRETE PAVEMENT/SIDEWALK.

PROTECT (E) AC PAVEMENT.

PROTECT (E) CURB AND GUTTER.

PROTECT (E) UTILITY BOX.

SNS PER CITY OF
SANTA ANA 06
PLAN NUMBER 1503
52 PROTECT (E) 10" VCP SEWER MAIN AND MANHOLES. RAISE MANHOLE LID TO GRADE AS REQUIRED TO PROVIDE FLUSH SURFACE.. 01 END

PROTECT (E)
52 GAS PIPE.
62 PROTECT (E) WATER PIPE.

PROTECT (E) ELECTRICAL FACILITIES.

PROTECT (E) STREET
LIGHT.

EX R/W EX SAWC R/W UT
NOT USED.

PROTECT (E) MISCELLANEOUS UTILITY.

PROTECT (E) SIGN.

A A
01 BEGIN PROTECT (E) CURB RAMP. 0 5 10 20 05 R1-1 06
0 1

DEMOLITIO
N PLAN
1" = 10'
Underground Service Alert of Southern California R
949-261-1001 Office
949-260-1190
Fax LPADesignStud
ios.com
5301 California
Avenue Suite 100
Know what's
Irvine, California 92617

ARCHITEC
TURE

ENGINEER
ING

INTERIO

LANDSCAPE RS

ARCHITECTURE

PLANNI NG
STREET

IMPROVEMENT PLAN

DEMOLITION PLAN
REVISI
ONS
REFERE
NCES
REVIEWED FOR CONSTRUCTA BILITY: PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 PUBLIC WORKS AGENCY
RECOMMEND ED FOR CONSTRUC TION: 6621
9 City Council 18 – 17 1/21/2025
(36.11±) FS
(36.09) TC
(35.48)
(36.08) FL TC
(35.43) FL
(36.10±) FS
(36.24±) FS
(36.25) TC
(35.62) FL
END
(E) R/W

36.34F S

36.38F S

36.27F
(E) S R/W (35.83±) TC
0" CURB
BEGI N
(35.94±) TC
0" CURB
BEGI N
(36.34±) FS
(E) CURB & GUTTER

36.42F S SEE DETAIL 2

HEREON SIGNAL POLE

FOUNDAT ION
(36.42±) FS
(E) R/W
(E)GA S
PIPE

SIGNAL POLE

FOUNDAT ION

36.47F S

36.46F S

36.53F S

SIGNAL POLE
FOUNDAT ION 03 02 04 30 03 04 02
32 01
(E) CURB 35.90F S

36.57F S
EXISTING SEWER MANHOLE #P08-014
05 30 16.0' 20.0'
31 (36.57±) FS 32
07 (36.60)FS
(36.61) FS
(E) CURB & GUTTER TRAFFIC SIGNAL POLE 06 01 30 03 (E) SEWER MANHOLE #P08-013 (E) SEWER FOUNDATION PER SHEET 11

36.67±FS

33.7 TOF (-3.0' MAX)

32.2 BOF (-4.5' MAX)

36.60F S
05 05 MANHOLE 01 30 #P08-012 (E) 10" VCP

TRAFFIC SIGNAL POLE
FOUNDATION PER SHEET 11

36.75±FS

33.8 TOF (-3.0' MAX)

32.3 BOF (-4.5' MAX)

SEW E TRAFFIC SIGNAL POLE
FOUNDATION PER SHEET 11

36.81±FS

36.63T C

36.05F
L

36.63F
(36.72±) S
FS 33.8 TOF (-3.0' MAX)

32.3 BOF (- 4.5' MAX)

36.65F S
(36.53±) TC
(36.09±) FL
END (36.81±) FS
(36.57) FS0 2.5 5
10 W. SEGERSTROM AVE.

CENTERLINE WEST SEGERSTROM AVE. 0
4 31 (E) CURB GRADING ENLARGEMENT

JOIN (E)
(37.15±) TC
(36.88±) FS
1" = 5' N64° 45' 15.32"E

CENTERLINE
SOUTH ROSEWOOD AVE.
09 30 JOIN (E) (E) CURB
(35.93)FS
(36.26) FS
(35.97)FS
(36.81±) TC
(36.55±) FS (35.97) FS
(35.98) FS
(36.19) FS

NEW SIGNAL POLE

FOUNDATION PER TRAFFIC SIGNAL
INSTALLATION PLAN SHEET 11

NEW SIGNAL POLE

FOUNDATION PER

TRAFFIC SIGNAL

INSTALLATIO N PLAN
SHEET 11
(36.60)
(36.20) FS
FS 11
(36.64)
(36.54) FS
FS
(36.66) FS
(36.73)FS
04 32 (E) R/W 0 2.5 5
08 10
SEE DETAIL 3 HEREON 0
3 GRADING ENLARGEMENT
1" = 5'
SEE DETAIL 4 HEREON 32

37.20T C

36.70F S
END

37.24T C

36.74F S
BEGI N
JOIN
(E)
(37.25±) TC
(36.81±) FS
END

37.27T C

36.77F S

NEW SIGNAL POLE
PER SHEET 11, TRAFFIC

SIGNAL PLAN
JOIN
(E)
JOIN
(E)
(37.10±
TC)
(36.60±
FS)
(37.08±
TC)
(36.57±

FS)BEGI N
0 5 10 20

36.69F S36.73F S37.29T C

35.87F S
17" CURB

7.9% 0
1 GRADING AND PAVING PLAN
1" = 10'

16.44 '

5.00' 11.00
'

5.00'

37.17T C

36.67F S

37.16T C

36.66F S

36.30T C

35.80F S

36.47T C

35.79F S

CONSTRUCTIO N NOTES LEGE
KEY ND
NOT E
SYMB OL DESCRIP TION DESCRIP TION QTY.
33 LF
42 LF
44 LF
3 EA

36.43T C

35.76F
L

36.44T C

35.77F
L

36.45T C

35.78F
L
END

36.45T CJOIN

JOIN (E)
(E)
(36.38) TC
(35.73±) FL
BEGI N

35.78FL
(36.46±)TC
BEGIN
(35.79±)FLEND
SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION PLAN CONSTRUCT 8" CONCRETE CURB AND GUTTER PER A-2-8 ON CITY OF SANTA ANA STANDARD PLAN 1101. CURB HEIGHT MAY VARY WHERE JOIN (E).

35.96LI P35.99LI P
01 02
03 04
05 06
07 08
09 35.99LI P
(35.97±)
LIP
JOIN
(E)
CONSTRUCT 6" CONCRETE CURB AND GUTTER PER B-1 ON CITY OF SANTA ANA STANDARD PLAN 1101. CURB HEIGHT MAY VARY WHERE JOIN (E).

AC PAVEMENT - S. ROSEWOOD AVE. AND S. BAKER ST.
8" AC OVER 4" AB PER GEOTECHNICAL ENGINEER'S RECOMMENDATION (35.88)L
IP 30
31 32
CONSTRUCT CONCRETE RETAINING CURB PER DETAIL 02 SHEET 9.

TRUNCATED DOME PAVER PER LANDSCAPE PLANS DETAIL 01 SHEET 9.

INSTALL POLYURETHANE SPRAY COAT TO MANHOLE.

PEDESTRIAN CONCRETE PAVEMENT
4" CONCRETE PAVEMENT OVER 2" BEDDING PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. 0 2.5 5 10 CONCRETE PAVING - STAMPED
STAMPED CONCRETE PAVEMENT. TYPE, COLOR AND FINISH PER
01/SHEET 8.
3 EA
0 2
Underground Service Alert

GRADING ENLARGEMENT
1" = 5' INSTALL A LINER IN 10" VCP SEWER MAIN BETWEEN MANHOLE #P08-012 & #P08-013.
71 LF
156 LF
1 EA
of Southern California R
949-261-1001 Office
949-260-1190
Fax LPADesignStud
ios.com
5301 California
Avenue Suite 100
INSTALL A LINER IN 10" VCP SEWER MAIN BETWEEN MANHOLE #P08-013 & #P08-014.

Know what's

INSTALL ACCESSIBLE CURB RAMP PER CITY OF SANTA ANA STANDARD PLAN 1122.

CONSTRUCT GUARD RAIL PER CALTRANS STD PLAN ES-7Q, TYPE I DETAIL 'C'.35 FT Irvine, California 92617 CONSTRUCT MEDIAN NOSE PER CITY OF STANDARD PLAN 1118. CURB HEIGHT MAY VARY WHERE JOIN (E). JOIN TO ALIGN WITH NEAREST JOINT IN PATTERNED CONCRETE.
1200 SQFT

ARCHITEC
TURE

ENGINEER
ING

INTERIO
RS 1 EA 11 CONSTRUCT PCC
CROSS GUTTER. LANDSCAPE ARCHITECTURE

PLANNI NG
STREET

IMPROVEMENT PLAN GRADING AND PAVING PLAN
REVISI
ONS
REFERE
NCES
REVIEWED FOR CONSTRUCTA BILITY: PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 6621
9 PUBLIC WORKS
AGENCY
RECOMMEND ED FOR CONSTRUC TION:

City Council 18 – 18 1/21/2025
SHEET

INDEX ABBREVIA TIONS LAYOUT AND MATERIALS NOTES GENERAL NOTES KEYNO

KEY TES DET
/SHT

NOTE DESCRIPTION

COLOR / FINISH

NATURAL GRAY/

MEDIUM BROOM
GA. GAUG E
& AND
ANGLE
AT

CENTERLINE DIAMETER OR ROUND

POUND OR NUMBER

1. THE CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF CURBS, DRIVEWAY, PLANTERS, WALKS, SLOPES AND RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.

1. BASE INFORMATION INCLUDING THE LOCATION OF PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS AND CURBS HAVE BEEN TAKEN FROM THE CIVIL ENGINEER'S DRAWINGS. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION.

GAL V.

GND. GR.

GALVANI ZED

GROUND GRADE
01/ 8 L0.01 NOTES & SCHEDULES
L1.01 MATERIALS PLAN
L2.01 LAYOUT PLAN
01 CONCRETE PAVING @ - PEDESTRIAN C 01/ 8
L.M. SCOFIELD COLOR# A-26/

BRICK RED STAMPED BRICK PATTERN
PER CITY STD. PLAN
1118A
02 CONCRETE PAVING -
0 INTEGRAL COLOR
# HDG
HDR
HOR Z.

HT.

HOT DIP GALVANIZED
HEADER

HORIZONTAL HEIGHT

2. VERIFY LOCATIONS OF ALL PERTINENT EXISTING AND PROPOSED SITE IMPROVEMENTS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO

SITE CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK.

2. REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR PROPOSED UTILITY INFORMATION INCLUDING STORM DRAIN, WATER, AND ELECTRICAL. 03 NOT - -
ADJ. USED
AGG R.

AL.

ADJACEN T

AGGREG ATE

ALUMINU M
L4.01 ELEVATIONS & SECTIONS
WAUSAU TILE ADA2 PAVER
COLOR: FEDERAL YELLOW

NATURAL GRAY/ MEDIUM BROOM

NATURAL GRAY/ MEDIUM BROOM
01/ 04 TRUNCATED DOMES
05 CONCRETE FLUSH CURB
06 CONCRETE FLUSH CURB W/ GUTTER
9 3. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE.

L5.01 CONSTRUCTION DETAILS
L5.02 CONSTRUCTION DETAILS
04/ 9
06/ 9
LT. LIGH T
APPROX. APPROXIMATE
ARCH. AC.

3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. ARCHITECT URAL ASPHALT ACCESSIBL E

4. VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES AND STRUCTURES, AND OTHER

INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE DRAWINGS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON

THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED.

MAX
.MET
.MFR
.MIN.

MTD
.MTL.

MAXIMUM
METAL

MANUFACT URER MINIMUM

MOUNTED MATERIAL

NATURAL GRAY/ FORM FINISH

SIDES, SMOOTH TOP NATURAL GRAY/ FORM FINISH

SIDES, SMOOTH TOP

4. THIS DRAWING INCLUDES THE LOCATION OF AREA DRAINS FOR REFERENCE.

REFER TO RELATED CIVIL ENGINEER'S DRAWINGS FOR CONSTRUCTION DETAILS AND UTILITY CONNECTIONS.
02/ ACC
.
07 CONCRETE RETAINING CURB
9 05/ 9
08 CONCRETE RETAINING DOUBLE CURB B.C. R. BEGINNING OF CURVE RADIUS

BACK OF CURB

BOTTOM OF WALL

BOTTOM OF SLOPE

BUILDING

5. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR LIGHT FIXTURE SCHEDULE AND CIRCUITRY AS NECESSARY.

B.O.C
.B.O. W.

B.O.S
.BLDG
.BLK.

REFERENCE
N.I.C KEYNOTES .N.T. S.NOT IN CONTRACT

NOT TO SCALE
KEY DET REF 6. REFER TO SOIL ENGINEER'S GEOTECHNICAL REPORT FOR SUB-BASE MATERIALS AND COMPACTION.

5. EXCAVATION IN THE VICINITY OF UTILITIES AND EXISTING MATERIALS SHALL BE UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK. ANY DAMAGE CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR TOOL RELATED TO THE EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER.

NOTE DESCRIPTION
COMME BLOC NTS K O.C.

O.D.

ON CENTER
OUTSIDE DIAMETER (DIM.)
A
B
C
D
E
F
(E) AC PAVINGPROTECT IN PLACE

PROTECT IN PLACE

7. WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTERLINES.

C.E. CIVIL ENGINEER

CAST IN PLACE CAULKING

CONCRETE MASONRY UNIT
(E) CONCRETE C.I.P. PAVING
CLK G.

CMU.
(E) EXISTING CURB AND GUTTER
(E) MANHOLE

PA PLANTING AREA

PRECAST POURED IN PLACE

POINT OF TANGENCY

POST TENSION SLAB

8. ALL MEASUREMENTS ARE TO FACE OF WALL, CURB OR OTHER FIXED SITE IMPROVEMENT, UNLESS OTHERWISE NOTED. DIMENSIONS TO CENTERLINES AS INDICATED.

PRCS T.

P.I.P.

P.O.T.

P.T.S.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC., SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS.
(E) CURB CON RAMP C. CONCR ETE ASPHALT PAVING

PER CIVIL

PER CIVIL
CONSTR. CONSTRUCTION
CONT. CTR.

9. INSTALL ALL INTERSECTING ELEMENTS AT 90 DEGREES TO EACH OTHER UNLESS OTHERWISE NOTED.

CONTINU OUS CENTER

PAVEMENT STRIPING
G
H
J
QTY QUANTI TY 7. CONTRACTOR SHALL BE RESPONSIBLE TO CONSULT WITH SITE

SUPERINTENDENT, APPROPRIATE AGENCIES AND PLANS, FOR THE LOCATIONS OF ALL UNDER-GROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES.

CUR
B
REFER TO CITY STD. PLAN 1101
REFER TO CITY STD. PLAN 1101

PER FEHR PEERS

10. ALL PROPOSED GRATES AND EXISTING GRADES AT PROPERTY LINES AND LIMITS OF WORK SHALL CONFORM. CONTRACTOR IS RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE ONSITE.

R. RISER

RADIUS REINFOR CED

REQUIRE D
D.A.

DET.

DIA.

DIM.

DN.

DWG S.

DISABLED ACCESS
DETAIL

DIAMETER

DIMENSION
DOWN

CURB AND GUTTER

TRAFFIC SIGNAL LIGHT

PULL BOX
RAD.

REIN F.

REQ.

L PER FEHR PEERS

8. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS

DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED
REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY

FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.

M
N
4'X4'X18" SPREAD FOOTING
6'X6'X18" SPREAD FOOTING

PER STRUCTURA
L
SCHE D.

SHT. SPEC. S.S. STD.

STRL.

SCHEDULE

SHEET SPECIFICATI ON

STAINLESS STEEL STANDARD

DRAWIN GS PER STRUCTURA
L LANDSCAPE GRADING AND DRAINAGE E.J.

EL.

ELE C. EQ. EXP.

EXT.

EXPANSION JOINT

ELEVATION

ELECTRICAL EQUAL EXPANSION

EXTERIOR

SITE SYMBOLS
STRUCTU LEGEND RAL 1. REFER TO CIVIL ENGINEER'S GRADING PLANS FOR SITE GRADING, DRAINAGE, AND UTILITY LOCATIONS. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS

SHOWN ON THE LANDSCAPE ARCHITECT'S DRAWINGS, THE CONTRACTOR

SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED.

SYM
.

DES C.SYM
.

DES C.

DET
.
02/
9 02/
T.

T.C.

TREA D

PROPOSED FIRE HYDRANT

EXISTING TREE

PROTECT IN PLACE

SAWCUT TOP OF JOINT CURB

TOP OF BASE

TOP OF SLOPE

TOP OF WALL

TYPICAL

9. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION.

EXPANSION
JOINT T.O.B
.

T.O.S
.

T.O. W.

TYP.

TBD.

F.G.

F.S.

F.O.B
.

F.O.C
.

F.O. W.

FINISH GRADE
9 FINISH SURFACE

FACE OF BUILDING

FACE OF CURB

FACE OF WALL

EXISTING MANHOLE
LIMIT OF 2. CONTRACTOR SHALL SCHEDULE THE WORK GRADING AND DRAINAGE

PRE-CONSTRUCTION MEETING AND ISSUE MEETING MINUTES PRIOR TO PERFORMING WORK.

EXISTING ELECTRICAL

UTILITY

10. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEM, FORMS WITH STEEL IN

PLACE AND COMPACTED SUBGRADE COMPLETE, SHALL BE OBSERVED AND REVIEWED BY THE LANDSCAPE ARCHITECT.
(E)P
A
W

EXISTING TO BE PLANTING AREA DETERMINED EXISTING SIGN WATER UTILITY

GAS UTILITY
U.N. O.

VERT
.

UNLESS NOTED OTHERWISE

VERTICAL

EXISTING PALM TREE

PROTECT IN PLACE

EXISTING WATER

UTILITY

EXISTING STREET

LIGHT EXISTING STORM

3. REFER TO CIVIL ENGINEER'S DRAWINGS FOR SUBDRAINAGE POINT OF CONNECTION TO STORM DRAIN.

G
S

11. ALL WALLS AND WALKS SHOULD HAVE SMOOTH, CONTINUOUS CURVES AS INDICATED ON PLANS. W SEWER

4. THE CONTRACTOR SHALL REQUEST UTILITY
OBSERVATION AS REQUIRED 48 HOURS
ADVANCE OF PERFORMING WORK.

W/
W/O
WITH

WITHO UT

12. ALL PROPERTY LINES, LOT LINES, AND TOP OF SLOPE LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK.

E ELECTRICAL UTILITY
I DRAIN UTILITY 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA 800/227-2600) 48 HOURS PRIOR TO ANY EXCAVATION.

13. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE IN PLANTING AREAS AND LOCATION REVIEWED BY THE LANDSCAPE ARCHITECT. STAKE LOCATION PRIOR TO INSTALLATION.

NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS. FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY
LANDSCAPE ARCHITECT.

6. ALL GRADING OPERATIONS SHALL CONFORM TO APPENDIX J OF THE CALIFORNIA BUILDING CODE. 14. SEE CIVIL ENGINEER'S DRAWINGS FOR CURBS AND A/C PAVING. VICINITY 7. FIELD VERIFY EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL MAP

BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION.

15. REFER TO CIVIL ENGINEER'S DRAWINGS FOR ELEVATIONS AND LOCATION OF DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF WALKS, FOOTINGS AND OTHER STRUCTURES.

PROJECT SITE:
2802 S. FLOWER ST. SANTA ANA, CA 92707

16. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IF NOTES ON THE PLANS DIFFER FROM THE GEOTECHNICAL REPORT, PROVIDE THE MOST STRINGENT REQUIREMENT.

8. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED

DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS

AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ONTO THE SITE.

17. RAISE ALL VAULTS/UTILITIES BOXES TO GRADE WITHIN LIMITS OF WORK.

FIELD VERIFY PRIOR TO BID. 9. ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT AND EXISTING SIDEWALK. PRECISE ELEVATIONS INDICATED ON PLANS TO BE VERIFIED IN FIELD TO AS-BUILT CONDITION. 10. THE DEBRIS CREATED BY LANDSCAPE GRADING OPERATIONS SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE TO AN APPROPRIATE FACILITY BASED ON TESTING INFORMATION PAID FOR AND ACQUIRED BY THE CONTRACTOR. SPOILS SHALL BE NO EXPENSE TO THE OWNER.

11. FINAL LANDSCAPE GRADING SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION OF PLANTING.

SCALE: NTS
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S BAKE R ST. KEYNO

TES (E) PA (E) PA KEY DET
/SHT

LIMIT OF WORK

NOTE DESCRIPTION

COLOR / FINISH

NATURAL GRAY/

MEDIUM BROOM
L.M. SCOFIELD COLOR# A-26/ BRICK RED STAMPED BRICK PATTERN PER CITY STD. PLAN
1118A
01/ 8
01/ 8
A 01 CONCRETE PAVING
(E) - PEDESTRIAN PA 02 CONCRETE PAVING -

B INTEGRAL COLOR
03 NOT - -

E USED (E) PA
01/ WAUSAU TILE ADA2 PAVER
COLOR: FEDERAL YELLOW

NATURAL GRAY/ MEDIUM BROOM

NATURAL GRAY/ MEDIUM BROOM
04 TRUNCATED DOMES
9 04/ 9
06/ 9
05 CONCRETE FLUSH CURB
06 CONCRETE FLUSH CURB W/ GUTTER NATURAL GRAY/ FORM FINISH

SIDES, SMOOTH TOP NATURAL GRAY/ FORM FINISH

SIDES, SMOOTH TOP
02/ 07 CONCRETE RETAINING CURB
9 05/ 9
08 CONCRETE
L H K M D 02 C L M K F H 07 04 A RETAINING DOUBLE CURB
05 G 07 01 07 K H F D C SAN LORENZO AVE.
05 8 REFERENCE KEYNOTES

CONCRETE TIE IN

KEY DET NOTE REF DESCRIPTION
COMME NTS 01
(E) AC PAVINGPROTECT IN PLACE

PROTECT IN PLACE

PROTECT IN PLACE
7 A
B
C
D
E
F
(E) CONCRETE PAVING (E) EXISTING CURB AND GUTTER
(E) MANHOLE D C J 08 01 J 06 04 N J L 02 C
(E) CURB RAMP 02 ASPHALT PAVING

PER CIVIL

PER CIVIL
J 03 04 F F
7 7 7 G
H
J

PAVEMENT STRIPING
CUR
B
REFER TO CITY STD. PLAN 1101
REFER TO CITY STD. PLAN 1101

PER TRAFFIC SIGNAL SHEET

PER STRUCTURAL

CURB AND GUTTER

TRAFFIC SIGNAL LIGHT

PULL BOX
W SEGERSTROM AVE.W SEGERSTROM AVE.

K
L
M
N
4'X4'X18" SPREAD FOOTING
6'X6'X18" SPREAD FOOTING
05 8 CONCRETE TIE IN PER STRUCTURA
L
F C
C

SITE SYMBOLS
(E) LEGEND
PA
SYM
.

DES C.SYM
.

DES C.

DET
.
02/
A

PROPOSED FIRE HYDRANT

EXISTING TREE

PROTECT IN PLACE

EXISTING MANHOLE
SAWCUT
JOINT
9 02/ EXPANSION 9
02 J B JOINT

LIMIT OF WORK A EXISTING ELECTRICAL

UTILITY
G (E)P
A
W

EXISTING

A PLANTING AREA

EXISTING SIGN WATER UTILITY

GAS UTILITY

EXISTING PALM TREE

PROTECT IN PLACE
D G
S

EXISTING WATER

UTILITY

EXISTING STREET

LIGHT EXISTING STORM

DRAIN UTILITY

W SEWER UTILITY D
E ELECTRICAL UTILITY 05 C CONCRETE TIE IN K 8 I C L K J 01 E 04 NOTE: UTILITIES SHOWN ARE FOR REFERENCE ONLY. SEE CIVIL DWGS. FOR DETAILS AND EXACT LOCATIONS. FINAL LOCATIONS TO BE REVIEWED BY
LANDSCAPE ARCHITECT. B B
G E
05 8 CONCRETE TIE IN
L
01 (E) PA J
L
05 8 CONCRETE TIE IN A (E) PA
01 05
8 CONCRETE TIE IN (E) PA
B
B
LIMIT OF S WORK ROSEWOOD AVE. 0
1 MATERIALS PLAN
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S BAKE R ST.
(E) PA LIMIT OF WORK
(E) PA
(E) PA
10'- 0" SAN LORENZO AVE.
5'-0"
POINT OF 19'- 9" 10'- 0" 34'- 4"
10'- 0" BEGINNI NG
ALIG N
ALIG N 7'-9"
14'- 11" 6'-5"
W SEGERSTROM AVE.

W SEGERSTROM AVE. 19'- 8"
(E) PA
9'-6" CL 5'- 11" 6'-7" 3'-0"
(E) PA
(E) PA (E) PA

LIMIT OF S WORK
ROSEWOOD AVE. 0
1 LAYOUT PLAN
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02 9
05 9

CONCRETE RETAINING DOUBLE CURB

EXTEND CITY STANDARD CURB
AN ADDITIONAL 24"
02 9

CONCRE TE RETAINING CURB
5'-
6" 5'- 0" 6" BELOW FINISH SURFACE
SEE SIM.CONCRET E
- 2'-
6"
3'-
0" 3'- 0'' 2'- 0"

CONCRETE CURB AND
GUTTER, TYPE A-2-8 CURB, PER STD. PLAN NO.1101.

RETAINING CURB

UTILITY POLE PER ASPHALT PAVING

PER CIVIL
12 ASPHALT PAVING

PER CIVIL
CONCRE
TE

PAVIN G- PEDESTR
AIN
01 8

CONCRETE CURB AND GUTTER,
TYPE A-2-8 CURB, PER STD. PLAN NO.1101.

ASPHALT PAVING PER CIVIL

ASPHALT PAVING

PER CIVIL
06 CONCRETE FLUSH

CURB WITH GULTER
9 CONCRE 04

FLUSH TE
CURB 9
01 9

TRUNCA TEDDOME S
01 9

TRUNCATED DOME
PAVE R
01 8

CONCRETE PAVING - PEDESTR IAN
- SEWER PLAN

AND PROFILE
10 - SEWER PLAN

AND PROFILE

PER STRUCTUR
AL
10 PER STRUCTUR AL 3/4" =1'-0"
3/4" =1'-0"
- 0
4 0
2 ELEVAT IONELEVAT
ION -
- 5'- 0'' 11'- 0''
5'-
0"
6'' UTILITY POLE 12 - UTILITY POLE PER EXTEND CITY STANDARD CURB AN ADDITIONAL 24"
12 CONCRETE CURB,
TYPE B-1 CURB, PER
STD. PLAN NO.1101.

CONCRE TE

PAVING - STAMPED
TYPE 1
01 8
02 9
01 02
9 CONCRE TE

RETAINING CURB

TRUNCATED DOME
PAVE R

BELOW FINISH SURFACE
SEE SIM.CONCRET E
9 CURB

JOINT RETAINING CURB
CONCRETE CURB, TYPE B-1 CURB, PER STD. PLAN NO.1101. CURB BEYON D

CURB BEYOND CURB BEYOND

CURB BEYOND CONCRETE RAMP

PER CIVIL
TRUNCATED 01
DOME
PAVE R
9 01
8 CONCRETE
PAVING - STAMPED TYPE 1
02 9

CONCRETE RETAINING CURB
- SEWER PLAN AND PROFILE
- SEWER PLAN AND

PROFILE
10 10

PER STRUCTUR AL PER STRUCTUR
AL
3/4"=1'- 0" 0
1 ELEVAT
ION
-
- ADJUST EXISTING UTILITIES TO FINISH GRADE TYP. UTILITY POLE 12 01 9

CONCRETE PAVING - PEDESTRIAN
EXISTING CONCRETE CURB, TYPE B-1, PER STD. PLAN NO. 1101. CONCRETE CURB AND GUTTER, EXISTING ASPHALT TO REMAIN TYPE A-2-8 CURB, PER STD. PLAN NO.1101.

EXISTING ASPHALT TO REMAIN
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- 0
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6 1 4 3 7 2
3 2 1 5 6 7 8
7 3 1 4 01
-
CONCRETE PAVING;
FIN. GRADE; PER DETAIL
TYP
.
4 5 6 1 TYP
.
1 2
1/4"
1/4" EXPANSION MATERIAL; HOLD 1/2" BELOW FINISH GRADE; REFER TO SPEC

FOR PRODUCT
INFO.
03 - 3
4 DOWEL; PER DETAIL
1/8" TOOLED RADIUS

JOINT SEALANT WITH
3" 5 CLR.

TYP.

SEEDED SILICA SAND; SAND

IS TO BE CASCADED OVER

JOINT, EXCESS TO BE
2" 4" 4 6" 8"
BRUSHED AWAY; COLOR TO MATCH CONCRETE 01
-
3 2
01 -
1 2
CONCRETE PAVING; REFER TO DTL. 1
2 3
CONCRETE PAVING; REFER TO DTL.

X/X" DOWEL @ XX O.C.
6 CLOSED CELL
ADJACENT SURFACE/ FINISH GRADE; REFER BACKER ROD

TO PER MATERIALS PLAN
# X REINFORCING; CONTINUOUS 3
4 CONCRETE PAVING STEEL REINFORCEMENT; REFER TO DTL.
01 - A. SAWCUT EXTEND REINFORCEMENT FROM PAVING INTO CONTROL JOINT THICKENED EDGE & WRAP ENDS 4 BASE MATERIAL & COMPACTED SUBGRADE; REFER TO DTL. 01 -
THICKENED EDGE; x x " DEPTH FOR PEDESTRIAN PAVING;
x x " DEPTH FOR VEHICULAR PAVING
5 NOTE SA. NATIVE OR FILL SOIL : SUPPORTING EXTERIOR NON- STRUCTURAL

FLATWORK AND UNPAVED LANDSCAPING AREAS ARE EXEMPT FROM SPECIAL INSPECTION AND TESTING.
1/8" RADIUS
01 5
6 7
8 6
7 BASE MATERIAL & COMPACTED SUBGRADE; REFER TO DTL. 03
-
- 7 2 6 5 1 4 EXPANSION JOINT; REFER TO DTL.

CONCRETE CURB; REFER TO CITY STD.

DRILLED 5/8" DIA. SLIP SLEEVE AT
EASE ALL EDGES;
1/4"R, TYP. NOTE NOTE S: S:
02 -
POUR "A"POUR
"B"

FOR ADDITIONAL

INFORMATION

REFER TO DETAIL
01 - A. ADD EXPANSION JOINTS AT ALL THICKENED EDGE CONDITIONS ADJACENT TO OTHER PAVING TYPES PER DETAIL B. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED.

CONCRETE CURB; DOWEL TO HAVE FREE MOVEMENT THIS SIDE
08 B. JOINT ADJACENT TO - CURB PER DETAIL
3"=1'- 0" 1-1/2" = 1'-0"
-
N.T. 0 S.
8 0
6 0
2 PAVING JOINT AT CURB CONC. PAVING THICKENED EDGEEXPANSION JOINT ENLARGEMENT - 1 2 3
4 2 5 7 3 1
5 CONCRETE PAVING AND REINFORCEMENT PER DETAIL
01 -
1 2
3 6
2 1/4" 1 EXPANSION JOINT FILLER; MATCH FULL DEPTH OF CONC. PAVING; REFER TO SPECS

FOR MATERIAL
B. EXPANSION JOINT
4 5
JOINT SEALANT; COLOR TO MATCH CONCRETE COLOR W/SEEDED SILICA SAND 3 4
01 - 1
2 CONCRETE PAVING; REFER TO DETAIL
01 -
12" 3" CLR.

SPEED DOWEL; BY SIKA CORPORATION CONCRETE ACCESSORIES; PRODUCT # PSD12/ # 4TX

BASE MATERIAL AND
6 SUBGRADE; REFER TO DTL.

CONCRETE PAVING; REFER TO

MASONRY SAND SETTING BED

COMPACTED TO
95% RC
1 4
5 MATERIALS PLAN KEYNOTE LEGEND FOR
FINISH & COLOR.
3 4
SAWCUT CONTROL JOINT; 1/8-INCH WIDE; CUT TO 1/4 DEPTH OF SLAB; PROVIDE TIGHT 1/8-INCH RADIUS ON EDGE OF PAVING BEFORE SAWCUTTING.
5 6

FACE OF VERTICAL SURFACE
1/8" RADIUS
NOTE S:
2"
CLR. 1 NEW CONCRETE PAVING AND REINFORCEMENT; REFER TO DTL. 01 SUBGRADE COMPACTION AND OVER

EXCAVATION PER GEOTECHNICAL REPORT
A. PROVIDE AT ALL LOCATIONS WHERE NEW CONCRETE JOINS EXISTING CONCRETE. 4 - 2
3 # 4 HORIZONTAL BAR EACH WAY 18" OC.

TYP.
01 CONCRETE PAVING REINFORCEMENT; REFER TO DETAIL 2 -
3 EXISTING CONCRETE PAVING PEDESTRIAN CONCRETE 4" MIN. PER COSA STD., SEE CIVIL AND GEOTECHNICAL FOR OTHER PCC PAVING B. PROVIDE CLEAN SAWCUT AT EXISTING
PAVING. EXTEND PROPOSED PAVING AS REQUIRED TO CLOSEST ADJACENT JOINT.
03 -
1/2" X 24" SMOOTH STEEL DOWEL AT 18" O.C.
5 6
JOINT ENLARGEMENT; REFER TO DETAIL
PEDESTRIAN: 5/8" SMOOTH STEEL DOWEL X ? ? " @ ? ? " O.C. VEHICULAR: 5/8" SMOOTH STEEL DOWEL X ? ? " @ ? ? " O.C.

NOTE S:
5/8" SLIP SLEEVE DRILLED INTO
EXISTING CONCRETE PAVING; DOWEL TO HAVE FREE MOVEMENT ON THIS SIDE NOTE
S: A. SA
4 D. DO NOT ALLOW CONCRETE OVER-POUR
INTO ADJACENT PLANTING AREA.

A. PROVIDE EXPANSION JOINT AT ALL VERTICAL SURFACES.
03 -

WCUT & EXPANSION
JOINTS;
C. SEE CIVIL PLANS FOR LIMIT OF DEMOLITION.
08 01
-
REFER TO 7 BASE MATERIAL & COMPACTED SUBGRADE DETAIL. ; REFER TO PAVING DETAIL B. EXPANSION JOINT AT CURB PER DETAIL E. NATIVE OR FILL SOIL SUPPORTING

EXTERIOR NON- STRUCTURAL FLATWORK

AND UNPAVED

LANDSCAPING AREAS

ARE EXEMPT FROM SPECIAL INSPECTION
AND TESTING.
- B. PROVIDE DOWELS WHERE NEW

CONCRETE TIES

INTO EXISTING
PER DETAIL.

D. NATIVE OR FILL SOIL SUPPORTING

EXTERIOR NON- STRUCTURAL
03 -
C. NATIVE OR FILL SOIL SUPPORTING EXTERIOR NON-STRUCTURAL FLATWORK AND UNPAVED LANDSCAPING AREAS ARE EXEMPT FROM SPECIAL INSPECTION AND TESTING.

JOINT SEALANT WITH BACKER ROD 5
6 NOTE FLATWORK AND UNPAVED S: LANDSCAPING
AREAS ARE EXEMPT FROM SPECIAL INSPECTION AND TESTING.
01 A. NATIVE OR FILL SOIL SUPPORTING EXTERIOR NON-STRUCTURAL FLATWORK AND UNPAVED LANDSCAPING AREAS ARE EXEMPT FROM SPECIAL INSPECTION AND TESTING.

BASE MATERIAL & COMPACTED SUBGRADE; REFER TO DTL.

C. PROVIDE THICKENED EDGE AT COLUMNS, SITE AND BLDG.
- 06
-
D. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED.

F. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED.

WALLS, AND WHERE PAVING IS
ADJACENT TO PLANTING AREAS.
1/8" RADIUS; AT NEW CONCRETE
PAVING
7 E. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED.

B. CONCRETE BATCH PLANT INSPECTION IS NOT REQUIRED.
3"= 1'- 0" 3"=1'- 0"
3" = 1'- 0"
-
3" = 1'- 0 0"
7 0
5 0
3 0
1 EXPANSION JOINT AT VERTICAL SURFACE CONCRETE PAVING TIE-IN CONCRETE PAVING JOINTS

CONCRETE PAVING - - -
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6"
8"
1 1
8" 2'-0" 5
2 2 3
FLUS H
1 3 2 5 FLUS H
5 FLUS H
7 6 5 2
4 4
8 6 6 7
7 CONCRETE PAVING PER
CIVIL
1 FINISH GRADE PER CIVIL
3 4
2 3

CONCRETE FLUSH CURB
5 6
7 JOINT SEALANT TO MATCH

CONCRETE COLOR W/ SEEDED
SILICA SAND.
1 2
1 2
CONCRETE FLUSH CURB 5
6 JOINT SEALANT TO MATCH CONCRETE COLOR W/ SEEDED
SILICA SAND.
# 3 VERTICAL REBAR @ 12"
OC MIN.

PRECAST PAVER- TRUNCATED
DOME TILES PER MATERIALS PLAN.

PRECAST PAVER- TRUNCATED DOME TILES PER MATERIALS PLAN

BASE MATERIAL & COMPACTED

SUBGRADE PER DETAIL
# 4 HORIZONTAL REBAR @
12" OC MIN.

BASE MATERIAL & COMPACTED SUBGRADE PER DETAIL
3 4
4 ASPHALT PAVING 3
4 ASPHALT PAVING
01 9
01 9
7 JOINT SEALANT TO MATCH
CONCRETE COLOR W/ SEEDED SILICA SAND.

EXPANSION JOINT FILLER; MATCH
FULL DEPTH OF CONC. PAVING;
5 6
DITCH REBAR EXPANSION JOINT FILLER; MATCH FULL DEPTH OF CONC. PAVING; (2X) # 4 HORIZONTAL REBAR
CONTINUOUS, # 3 VERTICAL REBAR
12 O.C.
7 (2X) # 4 HORIZONTAL REBAR
CONTINUOUS, # 3 VERTICAL

EXPANSION
JOINT FILLER; MATCH FULL DEPTH OF CONC. PAVING;

BASE MATERIAL & COMPACTED SUBGRADE PER
DETAIL
REBA R12 O.C.
8 01
9 LPA LPA
1" = 1'- 0"1" = 1'- 0"
-
1" = 1'- 0 0"
6 0
4 0
2 FLUSH CURB WITH GUTTERFLUSH CURBCONCRETE RETAINING CURB - - 1 PRE-CAST TRUNCATED DOME TILES. COLOR TO BE FEDERAL YELLOW (33538) OF SAE AMSSTD-595A. SHALL COMPLY WITH CBC 11B- 247, 11B-250, 11B-705

2.3"-

2.4"

2.3"-

2.4"
3 1
6"
2 3
MORTAR SETTING BED PER MANUF.
01 2 8
6 5 CONCRETE PAVING PER 9
01 9
P.O.T 4 BASE MATERIAL AND DIRECTION

COMPACTED SUBGRADE PER
9 3 02 5
6 7
8 EXPANSION JOINT PER

NOT USED
9 FINISH SURFACE

ADJACENT PAVING
PLA
7 N 9 5/8" SMOOTH STEEL DOWEL X 12" AT XX" O.C. FOR VEHICULAR USE "SPEED DOWEL". SEE SPECS. 3'-0"
10 CONCRETE CURB PER CIVIL DWGS.
11 # 4 REBAR AT XX" O.C. EACH WAY
7 11 5 2 1 3 5 9 10 8
4 EXPANSION JOINT FILLER; MATCH FULL DEPTH OF CONC. PAVING; 5 1
2 CONCRETE CURB JOINT SEALANT TO MATCH CONCRETE COLOR W/ SEEDED SILICA SAND. 6 7
CONCRETE PAVING PER MATERIALS PLAN.

NOTE
:A. TOTAL LENGTH OF TRUNCATED DOME TILES PER
PLAN. 3
4 # 3 VERTICAL REBAR
@ 12" OC MIN. BASE MATERIAL & COMPACTED SUBGRADE PER DETAIL 01 9
B. TRUNCATED DOME TILES ARE TO CONFORM TO STATE ACCESSIBILTY STANDARDS. CONTRACTOR TO VERIFY STANDARDS PRIOR TO INSTALLATION.
# 4 HORIZONTAL REBAR @ 12" OC MIN. 8 9"
9 DITCH REBAR 3"
MIN.

MIN. 4 C. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACE. EITHER LIGHT ON DARK OR DARK ON LIGHT.

CONCRETE CURB AND GUTTER,
TYPE A-2-8 CURB, PER STD. PLAN NO.1101

SECTI ON
1" = 1'- 0"1-1/2" = 1'-0"
SAME
0 5
0 1

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CONSTRUCTION DETAILS

SIGNATU RE

RENEWAL DATE
DATE
REVIEWED FOR CONSTRUCTA BILITY: PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 PUBLIC WORKS AGENCY
RECOMMEND ED FOR CONSTRUC TION: 6621
9 City Council 18 – 24 1/21/2025
SEWER CONSTRUCTION NOTES:

INSTALL SEWER LINER ALONG (E) 10" VCP SEWER
40 PIPE BETWEEN MANHOLES
P08-012
AND
P08-014. PREPARE AND SUBMIT FOR REVIEW CONSTRUCTION A SEWER BYPASS PLAN PER NOTES HEREON. CONTRACTOR SHALL PERFORM CLOSED CIRCUIT TELEVISION (CCTV) INSPECTIONS OF THE (E) 10" SEWER PIPE BOTH BEFORE AND AFTER CONSTRUCTION PER CITY OF SANTA ANA SPECIAL PROVISIONS FOR WATER AND SEWER UTILITIES SECTION 6.21. SEWER BYPASS PLAN PER CONSTRUCTION NOTES HEREON. 41 CONSTRUCTIO
N NOTES:
1) CONTRACTOR SHALL PERFORM CLOSED CIRCUIT TELEVISION (CCTV) INSPECTIONS OF THE (E) 10" SEWER PIPE BOTH BEFORE AND AFTER CONSTRUCTION PER CITY OF SANTA ANA SPECIAL PROVISIONS FOR WATER AND SEWER UTILITIES SECTION 6.21. SEWER BYPASS PLAN PER CONSTRUCTION NOTES HEREON MIGHT BE REQUIRED TO PERFORM CCTV INSPECTIONS.

TRAFFIC SIGNAL POLE
FOUNDATION PER SHEET 11

36.81 FS

33.8 TOF (-3.0' MAX)

32.3 BOF (-4.5' MAX)
(E) GAS
(E) PIPE

SEWER MANHO LE
2) CONTRACTOR SHALL SUBMIT A SEWER BYPASS PLAN PER CITY OF SANTA ANA SPECIAL PROVISIONS FOR WATER AND SEWER UTILITIES SECTION

6.21 TO TEMPORARILY CONVEY
SEWAGE IN THE (E) 10" SEWER PIPE DURING CONSTRUCTION ACTIVITIES BETWEEN MANHOLES P08-
0+00 014 1+00 2+00 2+44 P08-012 AND
P08-014. ANTICIPATED FLOW IN THE (E) DRY WEATHER (AVERAGE DAY). BYPASS SYSTEM SHALL 10" SEWER PIPE IS 260 GPM DURING

BE DESIGNED TO ACCOMMODATE A
PEAK WET WEATHER FLOW OF 1050 GPM WITH A MINIMUM PIPE SIZE OF 12" IN DIAMETER. TRAFFIC SIGNAL POLE FOUNDATION PER SHEET 11

36.67 FS

33.7 TOF (-3.0' MAX)

32.2 BOF (-4.5' MAX)
(E) SEWER
(E) SEWER 3) (E) UTILITIES ARE COMPILED BASED ON PREVIOUS BASE FILES, FIELD SURVEY AND FIELD VERIFICATION. CONTRACTOR SHALL FIELD VERIFY
(HORIZONTAL AND VERTICAL LOCATION) UTILITY CROSSINGS, PARALLEL UTILITIES, AND ANY AND ALL UTILITIES KNOWN OR UNKNOWN WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION.

MANHO LE P08- 013
MANHO
LE
P08-
012
(E) 10" VCP

SEWER MAIN

TRAFFIC SIGNAL POLE
FOUNDATION PER SHEET 11

36.75 FS

33.8 TOF (-3.0' MAX)

32.3 BOF (-

4.5' MAX)
4) CONTRACTOR TO ADJUST TO FINISHED GRADE ALL (E) UTILITY BOXES, SEWER CLEANOUT COVERS, PULL BOXES AND VALVE COVERS NOT SPECIFICALLY SHOWN WITHIN THE LIMITS OF WORK.

L INTERSECTION
1+00 W SEGERSTROM AVE
0+00 S ROSEWOOD AVE
CENTERLINE WEST SEGERSTROM AVE.

CENTERL INE
SOUTH ROSEWOOD AVE. 0 5 10 20
0 2

UTILITY PLAN
1" = 10'

PROF ILE
40 35
30 25
20 40
35 30
25 20 (E) 10" SEWER PIPE
0+0 00+5 01+0 01+5 02+0 02+4
5 0
1 UTILITY PROFILE
1" = 10': H
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RECOMMEND ED FOR CONSTRUCTI ON:
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9 City Council 18 – 25 1/21/2025
F. CAST-IN-PLACE CONCRETE D. EARTHWORK and FOUNDATIONS
A. GENERAL

1. Applicable Code: 2022 California Building Code (CBC). References to industry standards herein shall be latest edition as adopted by Applicable Code.

1. Concrete mixing shall comply with ASTM C94. 1. Minimum presumptive load bearing values used per CBC 1806A.2. 2. Portland Cement: ASTM C150, type II/V. Submit mill test with certification of compliance to Architect (Structural Engineer) 2. Allowable Foundation Design Values. A. Bearing Capacity: 1500psf.

2. Loading and Design

3. Parameters:

Aggregates
:

B. Passive Lateral Bearing Pressure: 100 psf/ft. Live Load Design A. Normal Weight Concrete Aggregate: ASTM C33 for aggregates of natural sand and rock. Maximum aggregate size is 1". a. Where smaller aggregate is required for workablity or areas of congestion, contractor shall submit request to structural engineer prior to submitting mix design. Pea gravel is not permitted. a. Floor / Roof Live Load: See legends as provided on plan sheets. Live loading in accordance with CBC 1607.

3. During construction a competent Special Inspector shall be hired by the Owner and shall observe the undisturbed soil at bottom of footings to confirm materials are adequate to achieve the design bearing capacity and submit a field report with recommendations.

B. Light Weight Aggregate for Structural Concrete: ASTM C330, expanded shale light weight aggregate. Wind Design a. Speed: b. Exposure
:

4. Maximum compaction of backfill to be 90% of the maximum dry density of existing soil condition. 95 MPH C

4. Minimum 28-Day Concrete Compressive Strengths and Types:

Eleme nt Compressive Strength and Type of ConcreteMax. W/C Ratio
E. REINFORCING STEEL
Project Seismic Design Parameters:
a. Site Class: b. Mapped Spectral Acceleration (S , S ):

1. Reinforcing Steel: All bars shall be deformed. D A. All bars unless indicated otherwise: ASTM A615, Grade 60 B. Bars to be welded: ASTM A706, Grade 60 C. Additional Requirements for Bars, Excluding Ties, for vertical bars in Shear Walls: No additional requirements if ASTM A706, Grade 60 bars used. ASTM A615, Grade 60 bars are permitted provided actual yield strength based on mill tests does not exceed specified yield strength by more than 18,000 psi (retests shall not exceed this value by more than an additional 3,000 psi) and ratio of actual ultimate tensile stress to actual yield stress is not less than 1.25.

Footin
gs
4000 psi normal weight (145 pcf) 0.5 1.285 g, 0.460 g
(respectively) 0.875 g, 0.564 g
(respectively) 1.0, 1.84
(respectively) 1.0
II
s 1 c. Site Specific Spectral Response Coefficient (S , S ):

DS D1 d. Site Coefficient
(F , F ):
a v 5. Slump: Per ACI 301, CH. 4 and CBC section 1705.3. e. Seismic
Importance Factor Ie:
f. Risk Category: g. Seismic Design Catagory:

6. All concrete above grade, including, slab on grade, deck fill, wall, topping slab, stair landing and tread shall have 1.5 pounds of 3/4" long fibrous reinforcing per cubic yard of concrete.

2. Wire and Spiral Reinforcing: A. Smooth welded wire fabric (W.W.F.): ASTM A1064, Fy =65 ksi, flat sheets only - do not use rolled mesh. Lap 1-1/2 wire spaces (1 foot minimum). Offset laps in adjacent sheets to avoid continuous laps. B. Deformed wire stirrups (D4 and larger only): ASTM A1064, Fy =65 ksi C. Spiral reinforcing: ASTM A1064, Fy =65 ksi

3. Design Intent: Contract Documents indicate design intent for structure in its completed state. They do not indicate method of construction. Promptly notify Architect (Structural Engineer), prior to proceeding with Work, if design intent requires further clarification.

7. Lean Concrete: Where specifically indicated, containing 2 sacks of cement per cubic yard of concrete. Use only where specifically called for.

8. Non-shrink Grout: ASTM C1107, cementitious, non-metallic attaining a compressive strength of 8000 psi. 4. Deviations, Modifications and Substitutions to Approved Structural Drawings: Must be accepted in writing by Architect (Structural Engineer) and approved by Governing Code Authority. No deviation, modification or substitution will be accepted via shop drawing review.

3. Reinforcing shall be placed in accordance with the American Concrete Institute Standard 318 (ACI318) and Concrete Reinforcing Steel Institute's (CRSI) "Manual of standard practice". Reinforcing shall be kept clean and free of rust.

9. Concrete Mix Design Submittal: Prior to ordering concrete, submit for each compressive strength and type of concrete required designed, signed, and sealed by a registered Civil or Structural Engineer in State of California to Architect (Structural Engineer), Special Inspector and to Governing Code Authority complying with California Building Code, Chapter 19.

4. Provide all accessories needed to support reinforcing in the positions shown in the drawings. Chairs and spacers for reinforcing shall be non-ferrous of plastic coated when resting on exposed concrete surfaces.

5. Procedures of Construction: Contractor is responsible for procedures of construction complying with national, state and local safety ordinances. Site visits (including Structural Observation) by Architect (Structural Engineer) do not constitute supervision of methods of construction.

10. Construction Joint: Roughen surface to 1/4-inch amplitude. Clean, remove laitance, thoroughly wet and remove standing water before placing new concrete. Submit to Architect (Structural Engineer) at least 14 days prior to placing concrete indicating locations of construction joints and extent of pours. Place joints at locations to minimize effects of shrinkage as well as being placed at points which least impair strength of structure. Provide dowels as directed.

5. Shop Drawings: ACI 318-19. Show reinforcing steel placement including sizes, quantities, spacing, clearances, splice locations, lap lengths, and concrete coverage's and submit to Architect (Structural Engineer). Promptly notify Architect (Structural Engineer) prior to developing shop drawings if insufficient clear distances between reinforcing steel and other congestion is encountered. Notify Special Inspector of adjustments made from approved Contract Documents which are indicated on accepted shop drawings that facilitate field placement of reinforcing steel and concrete. All bars shall be marked so that they can easily be identified by the project inspector after installation.

A. Protection of Utilities: Locate existing utilities, including those not shown on Contract Documents, and protect them from damage. Contractor bears expense of repair or replacement of utilities in conjunction with
execution of Work.

B. Excavations: Protect structure, adjacent structures, adjacent properties, streets, and utilities during excavation utilizing lagging, shoring, underpinning and related procedures as may be required. Provide necessary supports for soil at sides of excavations. Contractor and affected trades shall refer to Geotechnical Report for more information.

11. Embedments and Penetrations in Concrete: No penetration through structural concrete is permitted unless shown in these drawings or specifically accepted in writing by Architect (Structural Engineer). Do not cut any reinforcing. A. Pipes, Sleeves, Conduits, and Ducts: Not permitted embedded or penetrating concrete spread footings, columns, walls or concrete cast over metal decking, except as shown in these drawings. B. Conduits Embedded in Structural Concrete Slabs: Not permitted unless limited to two layers of 1 inch, and 1/6 slab thickness. outside diameter conduits and smaller spaced at least 3 inches center to center and within middle third of slab thickness. No conduit embedded in concrete cast over metal decking is permitted. No aluminum conduit is permitted.

6. Lap Splices: At concrete, Provide Class B splices per 04/S6.01 UNO. At masonry provide, 72db lap splice length UNO. Splice bars only at locations indicated. If additional splice locations are proposed, promptly notify Architect (Structural Engineer) prior to developing shop drawings.

C. Protection of Structure: Provide necessary measures to protect structure and adjacent buildings during D. Contractor Proposed Revisions: Where a revision of structural execution of Work. design or connection is proposed by Contractor to accommodate construction tolerances, construction sequence and/or dimension modifications, Contractor shall retain a structural engineer licensed in State of California to perform design. Submit stamped and signed design drawings and calculations to the Architect (Structural Engineer) for review and the Governing Code Authority for approval.

A. Splices in Walls: Locate splices in horizontal bars at well-staggered locations. Do not splice vertical bars except at horizontal supports such as floor and roof diaphragms. 12. Chamfered Corners: Provide 3/4-inch chamfer at exposed corners of columns, beams and walls except where structural walls are laid flush with column or beam faces, unless detailed otherwise. 7. Mechanical and Welded Splice: Mechanical Splice and Welded Splice are to be used only at locations indicated. Notify Architect (Structural Engineer) of all instances prior to developing shop drawings.

E. Erection Plans: Determine phases of Work requiring erection plans according to applicable safety regulations. Maintain certified copies of erection plans at site during construction.

13. Curing: Maintain concrete above 50 degrees Fahrenheit and in a moist condition for a minimum of 7 days after placement unless otherwise accepted by Architect (Structural Engineer).

A. Mechanical Splice: Mechanical couplers shall have current Evaluation Report and satisfy ACI requirements for type 2 coupler for the applicable bar size / grade designation. B. Welded Splice: Welded splice shall develop at least 125 percent of the yield strength of the spliced bar for the applicable bar size and grade designation
F. Shoring, Bracing, and Other Temporary Supports: Design and erect shoring, bracing, and other temporary supports where structure has not attained design strength and as required for safe erection. Ensure floor,
roof, and wall members are securely shored and braced during construction. Provide shoring at elevated beams and slabs supporting concrete or masonry walls during and after wall pour until wall attains design strength.

14. Non-Structural Topping slab shall be normal weight concrete reinforced with 6x6- W3.5x3.5 W.W.F. at center line of slab. See plans & details for information on concrete fill over metal deck. 8. Minimum Clearances Between Parallel Reinforcing Steel Including Distance Between Sets of Spliced Bars: 1 inch, 1 bar diameter, or 4/3 times the maximum aggregate size whichever is greater. 1-1/2 inches, 1- 1/2 bar diameters, or 4/3 times the maximum aggregate size whichever is greater, at columns, piers, and pilasters only. For bundled bars, minimum clear distances between units of bundled bars shall be same as single bars except bar diameter is derived from equivalent total area of bundle.

15. No more than one class of concrete shall be on site at one time. G. Temporary Loading: Ensure construction loads do not exceed indicated design live load values. Notify affected sub-contractor trades of these design load limits. 16. The maximum size for a single elevated concrete slab pour shall be 25,000 sq. ft. and shall have a maximum length to depth ratio of 2:1.

17. The maximum water-soluble chloride ION (CI) content in concrete by percentage of weight cement is 0.30.

H. Fabrication, Shipment, and Erection of Structural Steel: Ensure stresses occurring during fabrication, shipment, and erection of structural steel are temporary and are less than design and allowable stress
capacities of individual members. Do not impair full design and load carrying capacity of members due to
fabrication, shipment, or erection. Contractor is responsible for controlling erection sequence, erection procedure, temperature differentials and weld shrinkage to minimize residue stresses. Provide additional materials for the erection of structural steel such as temporary bracing and guy cables as may be necessary at no additional cost. Remove these materials unless approved in writing by Owner. Do not tighten bolts in typical beam to column connections for erection purposes.

9. Minimum Concrete Coverage: Place bars as near to concrete surface as the following minimum coverages permit, unless noted otherwise: 18. Where "Styrofoam" indicated on plans provide Polystyrene product conforming to ASTM D6817. Foam shall have a minimum density of 0.70 lb/ft3 when tested in accordance with ASTM D1622. Foam shall have a minimum compressive strength of 2.2psi at 1 percent deformation when tested in accordance with ASTM D1621.

A. Formed Concrete Exposed to Earth or Weather - 1-1/2 inches (#5 and smaller); 2 inches (#6 and larger) U.N.O.

10. Dowels between footings and vertical wall & column bars shall match the size, grade and spacing of the column up wall vertical reinforcing and be lapped with a class B lap splice, UNO. I. Securing Reinforcing Steel, Dowels, Anchor Bolts and Embeds: Firmly support and accurately place complying with ACI standards prior to casting concrete or grout in masonry walls. Use ties and support bars in addition to reinforcing steel shown where necessary. No welding of reinforcing steel, including tack welding, is permitted unless otherwise accepted in writing by Architect (Structural Engineer). Provide plastic or plastic
coated chairs and spacers when resting on exposed surfaces.

DIAMET ER 11. Bars Terminating at Walls, Columns, Beams, and Foundations: Extend bars to within 2 inches (3 inches at concrete poured against earth) of far face of wall, column, beam, or foundation and provide standard hook unless detailed otherwise.

PER SCHEDULE (8) #5 VERTICAL 12. Bars Interrupted by Structural Steel: Extend bars to within 2 inches of steel face and provide standard hook unless detailed otherwise.

J. Coordination Responsibility: Contractor is responsible for coordination of Work including that of sub- P E D E S T A L F O O T I N G contractor trades. S C H E D U L E 13. Bending: Bend cold unless otherwise accepted by Architect (Structural Engineer). Do not field-bend reinforcing steel bars embedded in concrete unless otherwise accepted in writing by Architect (Structural Engineer).

K. Core drilling shall of hardened concrete shall only be done after specific review by Architect (Structural Engineer) Core drilling shall not cut any reinforcing. Concrete coverage for reinforcement as described in these notes shall be maintained at locations of cores.

MAX POLE HEIGH TVERTIC AL
BARS

DIAMET ER TIES LENGT H WIDT H
THICKN ESS REINFOR CING #3 TIES @ 12" O/C 14. Reinforcing Steel Allowance: In addition to reinforcing steel indicated in Contract Documents, allow for an additional 2 tons of reinforcing steel to be constructed under direction of Architect (Structural Engineer) during construction. Direction will be given during multiple occasions. Reinforcing steel under this allowance will be of any size, shape and grade. Quantity of pieces and location in Project will vary. Include in this allowance fabrication and erection and necessary construction services such as shop drawing preparation, and access for inspection. Submit expenditures in writing for any part of this allowance to Architect (Structural Engineer) prior to fabrication and erection. The unused portion of this allowance shall be credited to the owner at the completion of the project.

6. Submittals: Submit to Architect (Structural Engineer) as indicated on structural drawings and specifications. General Contractor shall review submittal for completeness and compliance with Contract Documents prior to submission.
(4) #6 TOP AND

BOTTM EA WAY
10'- 0"
30'- 0"
24"
30"
(8)# 6
(8)# 6
#4 @ 9"O/C
#4 @ 9"O/C
4'-0"
6'-0"
4'-0"
6'-0"
18"
18"

SECTION A-A
A. Request for Information (RFI) Submittals: Accompany RFI's with partial structural foundation or framing plans showing location in question and affected structural members. Copy partial plan from structural drawings and indicate grid line locations and floor level. Also provide properly drawn engineering sketches illustrating issues and Contractor's proposed solutions. Photographs are not acceptable substitutes to engineering sketches. (6) #6 TOP AND

BOTTM EA WAY

7. Contract Documents Use: Review Contract Documents in their entirety before performing structural related Work and before developing shop drawings. Bring discrepancies to immediate attention of Architect (Structural Engineer) before starting Work.

NOTE: SEE LIGHT POLE MFR FOR

LIGHT POLE, BASE PLATE, &

ANCHORAGE INFO
A. Scaling of Drawings: Not permitted. B. Additional Structural Requirements: See specifications. C. Building Geometry: See architectural drawings for building geometry including, but not limited to, top of floor and roof elevations; depressions; slopes; curbs; drains; trenches; slab and deck edge locations; wall overall dimensions; and size and locations of openings in floors, roof, and walls.

FIXTURE PER ELEC DWG
D. Non-structural Items Requiring Special Provisions: See architectural, mechanical, plumbing, and electrical drawings for non-structural items requiring special provisions during construction. They include, but are not limited to, non-structural walls; size and locations of openings and sleeves penetrating structure; size and location of concrete curbs and pads; and size and location of piping, ductwork, and equipment anchorages mounted or suspended from structure. Verify exact size and location of equipment with equipment manufacturer.

ANCHOR BOLTS PER

POST MANUFACTURE R

TOP OF CAISSON

WHERE OCCURS PER
3/4" CHAMFER LANDSCAPE
UNLESS

INDICATED OTHERWISE ON ARCH
3/4" MIN. NON- SHRINK GROUT
E. Work shown is new unless noted as existing, (E). A A 8. Materials: Furnish and install in compliance with legally constituted public authorities having jurisdiction including county and local ordinances and safety orders of State Industrial Accident Commission, OHSA. The Architect (Structural Engineer) and Owner accept no responsibility for the contractors failure to comply with these requirements.
(3) #4 TIES WITHIN TOP 5" OF FTG - 1st TIE 1 1/2" FROM TOP OF CONC

FINISH GRADE OR
PAVING SURFACE 9. Penetrations, Embedments, and Openings in Structural Members: No penetration, embedment, opening, sleeve, pipe, or conduit shall occur in structural members including footings, slabs, walls, columns, and beams unless specifically shown or indicated on structural drawings.

PVC CONDUIT

10. Typical Details: Details on sheets indicated as typical are applicable throughout Project wherever the described
condition occurs and may or may not be specifically referenced on structural drawings. Contractor is responsible for identifying these details and understanding extent of their application prior to performing Work. Details not shown or noted shall be similar to those shown for similar construction. Contractor shall submit RFI's for details such as this to Architect (Strucutral Engineer) prior to proceeding with work.

VERT BARS W/ #4 TIES PER
SCHEDULE 3" CLR TYP

PREPARE COMPACTED FILL OR

UNDISTURBED SOIL
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CONTRACTOR TRAFFIC SIGNAL / LIGHT POLE FOUNDATION DET AIL 3/8" = 1'-0" PURSUANT TO ASSEMBLY BILL 4216 NO EXCAVATION PERMIT 0 1 PROJECT ADDRESS:
2802 S. FLOWER ST.

IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS A DIG ALERT TICKET NUMBER. CALL 811 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION.

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STRUCTURAL NOTES AND DETAILS
CH0
1 05/20
NUMBER 24
DATE INITIA LS DESCRIP TION APPROVED INSTALLED BENCHMARK NO.: OCS 1E-104-75 ELEV.: 126.92' NAVD88 SEGERSTROM AVENUE AT ROSEWOOD AVENUE

LANDSCAPE ARCHITECT
DESIGNED: RS DRAWN: HL

CHECKED
: DW
BASIS OF BEARINGS: THE BASIS OF BEARING FOR THIS SURVEY IS BASED ON THE CALIFORNIA SYSTEM (CCS83), ZONE 6, NAD83, OCS (2007.00) EPOCH ADJUSTMENT, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) "SACY' AND "OEOC" BEING N80°43'39"E AS DERIVED FROM THE COORDINATES PUBLISHED AND ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR.

DANIEL WANG 100' W/O ROSEWOOD AVENUE TO 100' E/O ROSEWOOD AVENUE REVIEWED FOR CREOVNI ESWT REDUCFOT ARBILITY:
112//311//2128 CONSTRUCTABI LITY AND RECOMMENDE DRECOMMEND ED FOR HORIZONTAL DATUM: COORDINATES SHOWN ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE VI, NAD83 2007.00 EPOCH ADJUSTMENT. ALL DISTANCES SHOWN ARE GRID, UNLESS OTHERWISE NOTED. MULTIPLY GRID DISTANCES BY 1.00001963 TO OBTAIN A GROUND DISTANCE. ALL DISTANCES ARE BASED ON THE U.S. SURVEY FOOT.

PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 PUBLIC WORKS
AGENCY
FOR CONSTRUCTIO N:

CONSTRUC TION: CITY OF SANTA ANA CONSTRUCTION COMPLETED: JASON GABRIEL

PRINCIPAL CIVIL ENGINEER
RCE NO.:
6269662819
SHEET 11 OF 13
City Council 18 – 26 1/21/2025
▲
19 19
19 ▲
US E

CROSSWAL K
U US E
NO

TURN CROSSWAL K
·
·
·
·
·
·
·
4 20 CONSTRUCT MODIFIED

FOUNDATION FOR TRAFFIC SIGNAL
POLE PER SHEETS 10 AND 11.
19 20 CONSTRUCT A 20'x4'
CONCRETE PAD.

Underground Service Alert of Southern California R
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XA0 REVISI 1 ONS
REFERE
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REVIEWED FOR CONSTRUCTA BILITY: PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 PUBLIC WORKS AGENCY

RECOMMEND ED FOR
08/20
24 CONSTRUC TION: 6621
9 City Council 18 – 27 1/21/2025

3. PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER.

DEMOLITION

KEY NOTES
NOT E

DESCRIP
TION
QTY.
650
LF
6 EA

STRIPING &

SYMB SIGNAGE LEGEND
OL

DESCRIP
TION
07 08
REMOVE (E) STRIPING.

REMOVE (E) PAVEMENT MARKING. APPLY PAVEMENT MARKING TYPE IV ARROW PER CA MUTCD FIGURE 3B-21 (CA). MARKING SHALL BE WHITE PAINT. PLACE
PAVEMENT MARKINGS PER PLAN. CONSTRUCTIO

KEY N NOTES
NOT E

DESCRIP
TION
QTY.
115
LF
1 EA
490
LF
200
LF
3 EA
1 EA
1 EA
102
LF
1 EA
1 EA
1 EA
1 EA
2 EA
2 EA
1 EA
1 EA
1 EA
1 EA
1 EA
1 EA
1 EA
108
LF
SIGN PER ARCHITECTURAL SIGNAGE PLAN, UNLESS NOTED OTHERWISE.

PAINT 12" WIDE WHITE LIMIT LINE PER CITY OF SANTA ANA STD. PLAN 1505, AND LATEST CA MUTCD. 10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31

EX RED
CUR B
27 PAINT LEFT TURN SYMBOL PER LEGEND HERON, CITY OF SANTA ANA STD. PLAN 1505, AND LATEST CA MUTCD. 15 EX RED
CUR B
APPLY YIELD LIMIT LINE PER CALTRANS STANDARD PLAN A24G.

PAINT CURB RED.

EX R/W

EX SIGN

EX R/W

PAINT WHITE LANE LINE PER CITY OF SANTA ANA STANDARD PLAN NUMBER 1125B-1, CASE 1. LANE LINE TO ALIGN WITH EXISTING LANE LINE.

FA
100.0 0' PAINT WHITE TURN LANE LINE PER CITY OF SANTA ANA STANDARD PLAN NUMBER 1125B-1, CASE 2. TURN LANE LINE TO ALIGN WITH EXISTING TURN LANE LINE.

R30( A) 10 20 21 17 28' STRIPE WHITE THERMOPLASTIC PAINT "STOP" PER MUTCD 3B-23 (CA) (HAWKINS STENCIL OR EQUIVALENT) AND 12" WHITE THERMOPLASTIC PAINT STOP LIMIT LINE STRIPE.
"STOP" MINIMUM 8' FROM LIMIT LINE. PLACE PAVEMENT
MARKINGS PER PLAN.

FA NEW SIGNAL POLE

FOUNDATIO N PER

SIGNAL PLAN

20.00'
22 EX CURB & GUTTER
23 EX CURB & GUTTER NEW SIGNAL POLE
PER SHEET 11, TRAFFIC
23' 17 23 23 PAINT YELLOW CONTINENTAL STYLE 12.00 23 CROSSWALK 24" X 12' WIDE. '
TYP.
14 23 23

NEW SIGNAL POLE
PER SHEET 11, TRAFFIC

SIGNAL PLAN
22 SIGNAL PLAN
STOP SIGN PER CA MUTCD R1-1. PLACE SIGN PER PLAN. SIGN SHALL FACE NORTH.

EX SIGN
TYPE N-5 (CA)

EX CURB EXISTING SIGNAGE LEGEND
INSTALL SIGN POLE AND ATTACH W1-7
(DOUBLE-SIDED) AND N-4 OBJECT MARKER (DOUBLE-SIDED) PLACARDS. 26 SYMB OL

DESCRIP
25 18 16 EX CURB & TION GUTTER
12 100.0 0' R30A
(CA)
NO PARKING SIGN (12" X 18")
TYPE 4 OBJECT MARKERS (18" X 18")
DEADEND SIGN (30" X
30")

EX STRIPING
PAINT CURB RED PER LEGEND. 08 END 07
END 07
08 TYPE N-5
(CA)
W14-1
100.0 0'
INSTALL SIGN POLE AND ATTACH E) PLACARD R9-9 (SIDEWALK CLOSED) SALVAGED PER DEMOLITION PLAN SHEET 2. PLACARD SHALL FACE NORTH. 07 BEGIN 12 07
07 08 10
29 08 12.00 08 13
'
TYP.

W. SEGERSTROM AVE.
2+00 100.00'
INSTALL SIGN POLE AND ATTACH R4-7. SIGN SHALL FACE WEST.

INSTALL SIGN POLE AND ATTACH SW24-2. SIGN SHALL FACE EAST.

INSTALL SIGN POLE AND ATTACH SW24-
3(CA). SIGN SHALL FACE EAST.

ST CL 11 R30 F

NO STOPPING SIGN
(12" X 18") 0+00 1+00 3+00 N64° 45' 15.32"E EX CURB 28 BEGIN 07 30 NO NAME R9-9

NEIGHBORHOOD WATCH SIGN L INTERSECTION
1+00 W SEGERSTROM AVE
0+00 S ROSEWOOD AVE
ST CL 28
31 EX CURB SIDEWALK CLOSED
END SIGN (24" X 12")
07 07 12 PROPOSED SIGNAGE LEGEND 07 14
END 100.0 0' 07 BEGIN 12 10 BEGIN 07
PAINT YIELD LINE SYMBOL 24" PER LEGEND.

TYP. 2'
TYP.
14 PAINT SLOW SCHOOL XING SYMBOL PER CALTRANS STANDARD PLAN A24E. 07 INSTALL SQUARE POST AND ATTACH SALVAGED R30F AND NEIGHBORHOOD WATCH SIGN. SIGN SHALL FACE NORTH.

EX R/W EX R/W
W1-7
(36" X 18")
N-4
(18" X 18")
R4-7
(24" X 36")
SW24-
2 (36" X 48")
OM2-
1H
(12" X 6") NEW SIGNAL POLE
PER SHEET 11, TRAFFIC

SIGNAL PLAN
INSTALL SIGN POLE AND ATTACH SW24-2. SIGN SHALL FACE WEST. ATTACH S5-3 & R26(S) (CA) ON BACKSIDE OF POST. SIGH SHALL FACE EAST.

NEW SIGNAL POLE
PER SHEET 11, TRAFFIC

SIGNAL PLAN
BEGIN 07
17 19'
24 INSTALL SIGN POLE AND ATTACH SW24-
3(CA). SIGN SHALL FACE WEST. ATTACH R26S ON BACKSIDE OF POST. SIGN SHALL FACE EAST.

AHEA D
17 34' NEW SIGNAL POLE
PER SHEET 11, TRAFFIC

SIGNAL PLAN
PAINT WORDS "STOP" PER LEGEND HERON, CITY OF SANTA ANA STD. PLAN 1505 DETAIL B, AND LATEST CA MUTCD.

SW24-3
(CA)
(36" X
48")
S5-3
(24" X 36")
R26(S)
(CA)
(12" X
18")
R1-1
(30" X 30")
10 08 EX RED
CUR B
INSTALL RAISED MEDIAN ISLAND TREATMENT PER DETAIL 02.

INSTALL OBJECT MARKER PER DETAIL
'C' PER DETAIL 03.

INSTALL OBJECT MARKER PER DETAIL
'O' PER DETAIL 04.

GENERAL

1. NOTES

2. ALL STRIPING SHALL CONFORM TO THE CITY OF SANTA ANA STANDARD PLAN NO.1125 (A THROUGH E). ALL ITEMS OR DETAILS NOT COVERED IN THE CITY STANDARD PLANS SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS DATED 2014. 17 14'
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC. ALL CURB MARKINGS AND MEDIAN NOSE MARKINGS SHALL BE PAINT UNLESS NOTED OTHERWISE.

PAINT DOUBLE 6" WIDE YELLOW LINE PER CALTRANS STANDARD PLAN A 20A DETAIL 21. STRIPING NOTES

3. 4.

ALL CROSSWALK, LIMIT LINES, AND LEGENDS SHALL BE WHITE UNLESS NOTED OTHERWISE.

1. 2.

ALL EXISTING STRIPING AND MARKINGS TO REMAIN UNLESS OTHERWISE NOTED. CONFLICTS BETWEEN EXISTING AND PROPOSED SHALL BE RESOLVED BY THE ENGINEER.

EX SIGN W14-1
ALL NEW SIGNS MUST BE INSTALLED ON NEW 2" X
2" PERFORATED AND
GALVANIZED METAL POSTS UNLESS NOTED OTHERWISE. ALL SALVAGED SIGNS SHALL BE DELIVERED TO THE CITY CORPORATE YARD. CONTACT CITY MAINTENANCE AT (714) 647-3339 PRIOR TO DELIVERY.

REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKINGS SHALL BE

ACCOMPLISHED BY WET SANDBLASTING OR OTHER APPROVED GRINDING METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. 07 END
31 5.

6. UNLESS NOTED OTHERWISE, ALL LIMIT LINES SHALL BE PLACED AS CLOSE AS

POSSIBLE TO THE BACK OF ADJACENT BACK OF WALK BUT SHALL NOT ENCROACH

INTO THE LANDING AREA OF THE WHEEL CHAIR RAMP
0 10 20 40 ALL CONFLICT STRIPING, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED EVEN IF NOT SHOWN ON THE PLAN. REMOVAL OF STRIPING AND PAVEMENT MARKINGS SHALL BE DONE BY WET SAND BLASTING AND/OR GRINDING. ALL DAMAGED PAVEMENT DUE TO REMOVAL SHALL BE REPAIRED WITH SLURRY AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE. 0 1

STRIPING PLAN
1" = 20'

7. 8.

9. ALL FIRE HYDRANT LOCATIONS SHALL BE MARKED WITH BLUE REFLECTIVE RPM PER SANTA ANA ST. PLAN NO. 1125A.

ALL NEW SCHOOL SIGNS SHALL BE OF THE TYPE WITH FLUORESCENT YELLOW-GREEN BACKGROUND AND BLACK LETTERING AND BORDERS. ALL NEW SIGNS SHALL HAVE TAMPER-PROOF SCREWS.

Underground Service Alert of Southern California R
949-261-1001 Office
949-260-1190
Fax LPADesignStud
ios.com
5301 California
Avenue Suite 100
Know what's
Irvine, California 92617

NTS NTS NTS ARCHITEC
TURE

ENGINEER
ING
INTERIO 0 RS
4 0
3 0
2 OBJECT MARKET DETAIL 'O' OBJECT MARKER DETAIL 'C' RAISED MEDIAN ISLAND TREATMENT

LANDSCAPE ARCHITECTUREPLANNI NG
STREET

IMPROVEMENT PLAN

SIGNAGE AND STRIPING PLAN
REVISI
ONS
REFERE
NCES
REVIEWED FOR CONSTRUCTA BILITY: PRINCIPAL CIVIL ENGINEER RCE NO.: 80470 PUBLIC WORKS AGENCY

RECOMMEND ED FOR
08/20
24 66219
CONSTRUC TION:

City Council 18 – 28 1/21/2025
City Council 18 – 29 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

SECTION /
ITEM
PAG
E
ADVERTISE MENT Notice Inviting Bids........................................................................................ ............................vi Map of City Hall
............................................................................................... ..........................ix

INSTRUCTIONS TO BIDDERS
Instructions to Bidders for Proposal Submission.........................................................................x Special Instructions to Bidders for Federally Funded Projects.................................................xvi PROPO SAL Bid Proposal................................................................................. ............................................ P-1 Bidder’s Statement............................................................................... .................................... P-4 Contractor’s Licensing and Registration Statement................................................................. P-5 Prevailing Wage Compliance and Monitoring Statement........................................................ P-6 Ownership Affidavit................................................................................. ................................ P-7
Bid Bond
............................................................................................... ................................... P-8 List of Sub- Contractors............................................................................. ............................... P-9 References.............................................................................. ................................................ P-10 Additional References.............................................................................. .............................. P-11 Non-Collusion Affidavit
............................................................................................... ......... P-12 Non-Discrimination Certificate.............................................................................. ................ P-13 Statement Regarding Apprenticeship Requirements ............................................................. P-15 Statement Regarding “Anti-Kickback” Requirements........................................................... P-16 FLEET COMPLIANCE CERTIFICATION ......................................................................... P-17 Public Contract Code Section 10162 Questionnaire.............................................................. P-18 Statement Regarding Community Workforce Agreement (CWA) Requirements................. P-19 rev. 06/09/2023 i
City Council 18 – 30 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
SPECIFICA TIONS Part 1 - General Provisions Section 1 - General................................................................................... ....................................1 Section 2 - Scope of the Work
............................................................................................... ......4 Section 3 - Control of the Work..................................................................................... ..............7
Section 4 - Control of Materials................................................................................ .................12 Section 5 - Legal Relations and Responsibilities.................................................................... ...12 Section 6 - Prosecutionand Progress of the Work......................................................................17 Section 7 - Measurement and
Payment................................................................................ ......18 Section 8 - Facilities for City Personnel .........................................................................Not Used Section 9 - Claims Resolution Procedures............................................................................ .....20 Part 4 - Existing Improvements
Section 402 - Utilities
............................................................................................... .................25 Part 6 - Temporary Traffic Control Section 600 - Access.................................................................................. ................................25 Section 601 - Temporary Traffic Control for Construction and Maintenance Work Zones......27

1.00 Special Provisions - Construction 1.01 Rock Products ............................................................................................... .................28

1.02 Relative Compaction Tests ............................................................................................2 8

1.03 Clearing and Grubbing............................................................................... ....................28

1.04 Unclassified Excavation............................................................................. ....................28

1.05 Subgrade Preparation
............................................................................................... ......29

1.06 Cold Milling................................................................................... ................................29

1.07 Slurry Seal Surfacing
............................................................................................... ......29

1.08 Asphalt Concrete................................................................................. ...........................31

1.09 Pavement Fabric..................................................................................... ........................33

1.10 Asphalt Rubber Hot Mix (ARHM) ................................................................................34

1.11 Crack Repair and Patching................................................................................. ............34

1.12 Portland Cement Concrete (PCC)..................................................................................3 4

1.13 Concrete Curbs, Gutters, Walks, Ramps, Driveway Approaches, Alley Aprons, and Cross Gutters............................................................................ ......................................35

1.14 Portland Cement Concrete (PCC) Grinding...................................................................36

1.15 Portland Cement Concrete (PCC) Pavement Construction............................................36

1.16 Landscaping and Irrigation Repair.................................................................................3 8

1.17 Root Shaving.................................................................................. ................................38

1.18 Adjustment of Surface Utilities to Grade.......................................................................38

1.19 Pulverize & Cement-Treat Existing Asphalt Concrete, Base, and Subgrade ....Not Used

1.20 Remove Excess Pulverized Material ..................................................................Not Used

1.21 Cold In-Place Recycling (CIR) / Cold Central Plant Recycling (CCPR) ..........Not Used

1.22 Cold In-Place Recycling Expanded Asphalt Mix (CIREAM) ...........................Not Used

1.23 Asphalt-Rubber Cape Seal....................................................................................... ......40 ii
City Council 18 – 31 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

2.00 Special Provisions - Traffic Signing & Striping 2.01 Scope of Work...................................................................................... ..........................42

2.02 Striping (Traffic Stripes and Pavement Markings) ........................................................42

2.03 Signs (Roadside Signs) and Markers .............................................................................45

3.00 Special Provisions - Traffic Control 3.01 General................................................................................... ........................................49

3.02 Project Phasing and Lane Requirements.............................................................Not Used

3.03 Advanced Warning Signs...................................................................................... .........50

3.04 Traffic Control Plan Preparation and Submittal.............................................................51

3.05 Payment................................................................................. .........................................51

4.00 Special Provisions - Traffic Signal Systems

4.01 Description........................................................................... ..........................................52

4.02 NEC Certificate Requirement Notice ............................................................................52

4.03 Furnishing and Installing
............................................................................................... 52

4.04 Scheduling of Work
............................................................................................... ........52

4.05 Submittal of Equipment List and Drawings...................................................................53

4.06 Maintaining Existing and Temporary Electrical Systems..............................................54

4.07 Turn-On and Functional Testing.................................................................................. ..55

4.08 Service................................................................................... .........................................56

4.09 Advanced Traffic Controller Cabinet (ATCC)
..............................................................57

4.10 Type 334 Hub/Communication Cabinet Assembly .......................................................61

4.11 Traffic Signal Controller............................................................................. ...................61

4.12 Excavating and Backfilling............................................................................ ................62

4.13 Foundations............................................................................ ........................................62

4.14 Standards, Steel Pedestals and Posts..............................................................................63

4.15 Conduit.................................................................................. .........................................64

4.16 Pull Boxes
............................................................................................... .......................66

4.17 Conductors and Cables.................................................................................... ...............67

4.18 Wiring
............................................................................................... .............................67

4.19 Bonding and Grounding............................................................................. ....................68

4.20 Vehicle Signals.................................................................................... ...........................68

4.21 Countdown Pedestrian Signals.................................................................................... ...68

4.22 Light Emitting Diode (LED) Modules...........................................................................68

4.23 Vehicle
Detectors.............................................................................. .............................69

4.24 Pedestrian Push Button Assemblies........................................................................... ....69

4.25 VIDEO Detection System.................................................................................. ............70

4.26 Emergency Vehicle Preemption (EVP) System.............................................................70

4.27 Light Emitting Diode (LED) Luminaires.......................................................................70

4.28 Conductor Labeling................................................................................. .......................71

4.29 Photoelectric Controls.................................................................................. ..................72

4.30 Overhead Reflective Street Name Signs........................................................................72

4.31 Removing, Reinstalling, or Salvaging Electrical Equipment.........................................75

4.32 Communication Cables................................................................................... ...............76 iii
City Council 18 – 32 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

SECTION /
ITEM
PAG
E

4.33 Closed Circuit Television (CCTV) System ...................................................................82

4.34 IP Communication System.................................................................................... .........83

4.35 Payment................................................................................. .........................................83

5.00 Special Provisions - Irrigation, Landscaping, & Maintenance Period .......... Not Used 6.00 Special Provisions - Sanitary Sewer Improvements 6.01 Open Trench Operations, Excavation, Bedding, and Backfill.......................................85

6.02 Import Backfill Material
............................................................................................... .87

6.03 Existing Utilities and Adjustments in Grade..................................................................87

6.04 Landscaping and Irrigation Repair.................................................................................8 7 6.05 Portland Cement Concrete (PCC) Cross Gutter.............................................................88

6.06 Temporary Paving (When Trenching in PCC Streets)...................................................88

6.07 Permanent Asphalt Concrete Trench Pavement Replacement.......................................88

6.08 Permanent Portland Cement Concrete (PCC) Trench Pavement and Bus Pad Replacement................................................................... ................................................89

6.09 Vitrified Clay Pipe (VCP) Sewer Main .........................................................................92

6.10 Polyvinyl Chloride (PVC) Sewer Pipe...........................................................................94

6.11 New Manhole Structures............................................................................... .................97

6.12 Remove Existing Manhole Structures............................................................................9 9

6.13 Abandon Existing Sewer Main ......................................................................................99

6.14 Abandon Existing Manhole Structures ..........................................................................99

6.15 Construct 4” or 6” High Density Polyethylene (HDPE) Sewer Laterals and Cleanouts (Pipe Burst)
........................................................................................ ..........................100

6.16 Construct 4” or 6” Polyvinyl Chloride (PVC) Sewer Laterals and Cleanouts (Open Trench).......................................................................... ...............................................103

6.17 Connect Sewer Laterals.................................................................................. ..............105

6.18 Closed Circuit Television (CCTV) Inspection of Sewer Main and Laterals ...............105

6.19 Sewer Flow Level Monitoring & Alarming Device ....................................................107

6.20 Repair Couplings............................................................................... ...........................107

6.21 Sewer Flow Bypassing............................................................................... ..................107

6.22 Submittals.............................................................................. .......................................110

7.00 Special Provisions - Water Main Improvements.............................................. Not Used

8.00 Special Provisions - Storm Drain Construction .............................................. Not Used

9.00 Special Provisions - Electrical System ............................................................ Not Used

10.00 Special Provisions - Bridge Construction ........................................................ Not Used

11.00 Special Provisions - Miscellaneous Construction

11.01 CIPP Liner Pipe
............................................................................................... ............111 iv
City Council 18 – 33 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

SECTION /
ITEM
PAG
E
APPEN
DIX A Definition of Bid
Items
B Construction Contract Agreement
C Bonds
D Certificate of
Insurance
E Construction Signage and Notices
F Standard Plans
G Bid Protest Fee Payment Form
H COMMUNITY WORKFORCE AGREEMENT (CWA) I SCE Plans
v
City Council 18 – 34 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City of Santa Ana will receive Bids electronically via PlanetBids on or before 2:00 pm, November 20, 2024. No late bids will be accepted. No other method of bid submittal will be accepted for: PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE All Plans and Specifications are available on PlanetBids.

For further information on how to register as a vendor refer to:
https://www.santa-ana.org/vendor- registration/
Do not call Purchasing Division regarding Public Works Agency projects. Scope of Work: Includes installation of traffic signal poles, conduit, wiring, fiber optic cable, video detection system, emergency vehicle preemption system, meter pedestal, signing & striping, asphalt concrete pavement, Portland cement concrete, and Sewer Pipe Liner.

Pre-Bid Job Meeting: No Pre-Bid Meeting Contractor’s License Requirements: From the time of City Council contract award until work completion, the Contractor shall possess a valid California Class “C-10” Contractor’s license. All sub-contractors shall be properly licensed for their respective trades.

Public Works Construction Permit: The Contractor will be required to obtain a Public Works Construction Permit (refer to Section 2-2a, Construction Permit, of these Special Provisions). The required deposit for this permit shall be as described in the Bid Proposal.

Bid Proposal Guaranty:
o A scanned copy of the Bid Proposal Guaranty shall be uploaded to PlanetBids along with project bid. Bid Proposal Guaranty shall be in the form of a cashier’s or certified check payable to the City of Santa Ana, or Bid Bond issued by a corporate surety, in an amount not less than ten percent (10%) of the bid aggregate, as a guarantee that the Bidder will enter into the proposed contract if the same is awarded. The signature of the bidder on the bid bond must be notarized.
o In addition to electronic Bid submittals, Bidders shall deliver an original hard copy of the Bid Proposal Guaranty. For further instructions regarding original Bid Proposal Guaranty submittal, refer to PlanetBids. Hard copies of bid/proposal documents must now be submitted in the PWA drop-box located on the 1st
floor, no one will be allowed to
enter 3rd or 4th floors to submit documents. vi
City Council 18 – 35 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Failure to provide required documents with Bid may cause the bid to be deemed nonresponsive. COMMUNITY WORKFORCE AGREEMENT For projects with bids greater than $750,000 for prime multi-trade construction contracts (including all subcontractors) or over $100,000 for specialty contracts (contracts either limited to a single trade or craft or limited to a singular scope of work), the CONTRACTOR shall adhere to the CITY’S Community Workforce Agreement (CWA). This project is considered a prime multitrade construction contract. The CWA is a pre-hire collective bargaining agreement, which establishes the labor relations policies and procedures for CONTRACTOR to follow in the crafts persons employed to complete the WORK OF IMPROVEMENT as more fully described in the CWA. The CWA is incorporated by reference in the Construction Contract. A copy of the CWA may be found in Appendix H.

CALIFORNIA LABOR CODE This project is subject to compliance monitoring and enforcement by the State of California Department of Industrial Relations, per Section 1771.4.a.1. BIDDERS are required to inform themselves fully of the conditions relating to construction and labor under which the work will be performed. Any contract entered into pursuant to this notice will incorporate the provisions of the California State Labor Code.

In accordance with the California State Labor Code, prevailing wage rates apply. Copies of the prevailing rate of per diem wages are on file with the Public Works Agency and shall be made available to any interested party on request. A Contractor and any subcontractor must be registered with the Department of Industrial Relations prior to submitting a bid or otherwise have the ability to be registered prior to contract award per Section 10164 or 20103.5 of the California Business and Professions Code. “A contractor and any subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the California Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the California Business and Professions Code or by Section 10164 or 20103.5 of the California Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. Information about registration can be found on the Department of Industrial Relations website at
http://www.dir.ca.gov/public- works/publicworks.html A bid will not be considered nor any contract or subcontract entered into without proof of the contractor and subcontractor’s current registration to perform public work as defined in the Section of the California Public Contract Code stated above.
vii
City Council 18 – 36 1/21/2025
City Council 18 – 37 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

MAP OF CITY HALL
The bid document drop box is located opposite the Public Works Development Services Counter in the Ross Annex.
ix
City Council 18 – 38 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

INSTRUCTIONS TO BIDDERS FOR PROPOSAL SUBMISSION INTENT OF PROPOSAL The purpose of this Proposal is to identify a Prime Contractor to enter into a contract with the City of Santa Ana, referred to as AGENCY, to complete the Work shown on the Contract Documents. PROPO SAL The Proposal shall be submitted in accordance with the Notice Inviting Bids and shall be accompanied by the following documents: 1. Bid Proposal

2. Bidder’s Statement

3. Contractor’s Licensing and Registration Statement

4. Prevailing Wage Compliance and Monitoring Statement

5. Ownership Affidavit

6. Bid Bond

7. List of Sub-Contractors

8. References

9. Additional References

10. Non-Collusion Affidavit

11. Non-Discrimination Certificate

12. Statement Regarding Apprenticeship Requirements

13. Statement Regarding “Anti- Kickback” Requirements

14. Fleet Compliance Certification

FLEET COMPLIANCE CERTIFICATION
Bidder hereby acknowledges that they have reviewed the California Air Resources Board’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:

The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids). x City Council 18 – 39 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4).

The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto.

Name of Bidder:
____________________________
___
Signature:
____________________________
________
Name:
____________________________
___________
Title:
____________________________
____________
Date:
____________________________
____________
Public Contract Code Section 10162 Questionnaire 15. Statement Regarding Community Workforce Agreement (CWA) Requirements The Proposal may be considered non-responsive if any of these documents or forms is not included. The bid package shall be submitted as instructed in the Notice Inviting Bids. It is the BIDDER’S responsibility to ensure submittal of their Proposal on PlanetBids.

CALIFORNIA STATE LABOR CODE As outlined in the Notice Inviting Bids, this project is subject to compliance monitoring and enforcement by the State of California Department of Industrial Relations, per Section 1771.4.a.1.

BIDDERS are required to inform themselves fully of the conditions relating to construction and labor under which the work will be performed. Any contract entered into pursuant to this notice will incorporate the provisions of the California State Labor Code. Per Section 1771.4.a.2, Contractors are required to post job site notices, as prescribed by regulation.

EXAMINATION OF CONTRACT DOCUMENTS AND PROJECT SITE BIDDERS shall satisfy themselves by personal examination of the work site, Contract Documents including the Plans and Specifications (and by any other means as they believe necessary) as to the actual physical conditions, requirements, and difficulties under which work must be performed.

DISCREPANCIES AND MISUNDERSTANDINGS No BIDDER shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Contract Documents including the Plans and Specifications shall be called to the attention xi City Council 18 – 40 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
of the AGENCY as a Request for Clarification and addressed prior to the submission of bid proposals. REQUESTS FOR INTERPRETATION OF CONTRACT DOCUMENTS Requests for interpretation must be submitted online through PlanetBids. Any interpretation or correction of the documents will be made only by an Addendum.

ADDEN DAAll addenda issued during the open bid advertisement period will be posted on PlanetBids and shall become part of the Contract Documents. Before submitting a Proposal, each BIDDER is responsible to acknowledge the issuance of addenda via PlanetBids.

WITHDRAWAL OF PROPOSAL A Proposal may be withdrawn by submitting a written request signed by the BIDDER. Such requests must be delivered to the AGENCY’S Public Works Agency Executive Director prior to the bid-opening hour stipulated in the Notice Inviting Bids. BID PROTEST Bid protests must be submitted in writing to the Executive Director of the Public Works Agency, City of Santa Ana, 20 Civic Center Plaza M-21, Santa Ana, CA 92701 before 4:00 p.m. of the 5th business day following bid opening (“Bid Protest Deadline”). A business day means a day on which the City is open for normal business and excludes weekends and holidays. Bid protests sent via U.S. mail or overnight carrier must be received by the AGENCY by the date and time limits described above in order to be deemed timely. Hand delivered protests must be provided during regular business hours to the receptionist in the City Hall Annex/Public Works Counter on the first floor of the City Hall Annex. Subsequent responses from the protesting and protested bidder can be submitted by email. Bid protests must comply with the following:
a. Bid Protest Fee. Any potential protest shall be required to submit the Bid Protest Fee Payment Form (Appendix G) and include the payment of a nonrefundable fee by the protesting bidder at the time of submittal. The fee will cover the administrative costs of processing the bid protest consistent with the Santa Ana Municipal Code relating to administrative appeals (SAMC Section 3-3.) This fee shall be in the amount of $1,860. b. General. Only a bidder who has submitted a bid proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest.
c. Contents of Protest. The bid protest must contain a complete statement of the basis for the protest and all supporting documentation. Material submitted by the protesting bidder after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion of the Contract Documents upon which the protest is based. The protest must include the name, address, e-mail address, and telephone number of the person representing the protesting bidder if different from the protesting bidder. d. Copy to Protested Bidder. By or before the Bid Protest Deadline, the party submitting the bid protest shall concurrently transmit a copy of the bid protest document to the protested xii
City Council 18 – 41 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
bidder and any other bidder who has a reasonable prospect of receiving an award depending on the outcome of the protest. e. Response to Protest. The protested bidder may submit a written Response to the Bid Protest within two business days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is sooner (“Response Deadline”). The Response to the Bid Protest must include all supporting documentation. Material submitted after the Response Deadline will not be considered. The Response to the Bid Protest must contain the name, address, e-mail address, and telephone number of the persons representing the protested bidder if different from the protested bidder.
f. Copy to Protesting Bidder. A copy of the Response to the Bid Protest and all supporting documents must be concurrently transmitted by the protested bidder to the protesting bidder and any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest.
g. No Hearing on Bid Protests based on Non- Responsiveness. for bid protests based on lack No hearing shall be required of responsiveness. h. Exclusive Remedy. The procedures and time limits set forth above are mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest. Protesting and protested bidder’s failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including without limitation filing a claim under the California Government Code or the initiation of legal proceedings. i. Right to Award. The City Council reserves the right to award the Contract to the bidder it has determined to be the responsible bidder submitting the lowest responsive bid, and to issue a notice to proceed with the project notwithstanding any pending or continuing challenge to its determination.
j. Decision on Protest. The Executive Director of Public Works or designee will issue a written decision to the City Council on the protest, which shall also be promptly provided to all BID interested parties. PROPOSA
L
The definitions for Bid Items that are identified in the Bid Proposal form are provided in Appendix A. The AGENCY will check each bid item unit price and amount for all the bids submitted. In case of a discrepancy between the correct product of the quantity multiplied by the unit price and the subtotal amount entered by the BIDDER, the correct unit price shall prevail and the product will be correctly accordingly.

In case of a discrepancy between the correct sum of the individual subtotal amounts and the total bid amount entered by the BIDDER, the correct sum shall prevail. If a unit price is not legible or is missing, the amount for that contract bid item shall be divided by the quantity to arrive at the unit price. The bid total shall be corrected and the results shall be considered as representing the bidder’s intention. Proposals in which the prices are obviously unbalanced may be rejected. xiii
City Council 18 – 42 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
If a Bid contains discrepancies that make it difficult or impossible to determine the bidder’s intention, then such Bid may be considered unresponsive, in which case the bid may be rejected. TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The time for completion of this project, and the liquidated damages amount when/if the time for completion is exceeded, is included in the Bid Proposal Section of these Contract Documents.

BIDDERS STATEMENT In accordance with Section 7028.15(e) of the Business and Professions Code, a licensed contractor shall not submit a bid to the public agency unless his or her contractor’s license number appears clearly on the bid, the license expiration date is stated, and the bid contains a statement that representations made therein are made under penalty of perjury. Any bid not containing this information or a bid containing information, which is subsequently false, shall be considered nonresponsive and shall be rejected by the public agency. Format for these statements are included in the Bid Proposal section of these Contract Documents.

In accordance with the Section 3300 of the California Public Contract Code, the Agency has determined that the BIDDER shall possess a license in the classification specified in the Notice Inviting Bids. OWNERSHIP AFFIDAVIT
An Ownership Affidavit is required to be completed and submitted with the Bid Proposal. A form is provided in the Bid Proposal section of these Contract Documents. PROPOSAL GUARANTY Each bid shall be accompanied by a Proposal Guaranty as instructed in the Notice Inviting Bids AND PlanetBids. A sample Bid Bond is included in the Bid Proposal Section of these Contract Documents. LIST OF SUB- CONTRACTORS The State of California Public Contract Code requires listing of all subcontractors who intend to perform work which is ½ % of the bid or $10,000 (streets, highways and bridge projects), whichever is greater, or ½ % of the bid (buildings, parks, or other projects). A form for this information is provided in the Bid Proposal section of these Contract Documents.

REFERENCES/ADDITIONA L REFERENCES BIDDER shall include a list of three public agencies for which BIDDER has performed similar work within past three (3) years, and three public agencies for which BIDDER and/or his Subcontractor has performed similar work within the past five (5) years. A form for this information is provided in the Bid Proposal section of these Contract Documents.

NON-COLLUSION AFFIDAVIT In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106, the AGENCY shall require all bidders to execute and submit a non-collusion affidavit with the Bid Proposal. A copy of the Non-Collusion Affidavit is provided in the Bid Proposal section of these Contract Documents. xiv
City Council 18 – 43 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

NON-DISCRIMINATION CERTIFICATE
Attention is directed to Section 1735 of the California Labor Code, as added by Chapter 643, Statutes of 1939, which reads as follows: “No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons except as provided in Section 1420, and every contractor for Public Works violating this Section is subject to all penalties imposed for a violation of the Chapter.” A copy of the Certification of Nondiscrimination by Contractors is provided in the Bid Proposal section of these Contract Documents. STATEMENT REGARDING APPRENTICESHIP REQUIREMENTS Bidders shall be familiar with the requirements of Section 1777.5 of the California State Labor Code regarding employment of apprentices and shall submit a Statement Regarding Apprenticeship Requirements with the Bid Proposal. A copy of the Statement is provided in the Bid Proposal section of these Contract Documents.

STATEMENT REGARDING “ANTI-KICK- BACK” REQUIREMENTS Bidders shall be familiar with, and shall agree to comply with, the Copeland “Anti-Kickback” Act (18 USC 74) as supplemented in the Department of Labor regulations (29 CFR, Part 3), and shall submit a Statement Regarding “Anti-Kickback” Requirements with the Bid Proposal. A copy of the Statement is provided in the Bid Proposal section of these Contract Documents.

FLEET COMPLIANCE CERTIFICATION The City is a Public Works Awarding Body, as defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, valid Certificates of Reported Compliance (CRC) for the Bidder’s fleet and for the fleet(s) of its listed subcontractors (including any applicable leased equipment or vehicles). Bidder must additionally complete and submit the Fleet Compliance Certification, included in the Bid Documents. Failure to provide a CRC for the Bidder, and for all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non- responsive.

CONSTRUCTION CONTRACT AGREEMENT, BONDS & INSURANCE
The Construction Contract Agreement, Sample Bonds and Insurance Requirements are all included as appendices in the project Contract Documents. Following authorization by City Council to award a Construction Contract, written notification will be given by the AGENCY to the successful BIDDER who will, within ten (10) business days, submit to the Agency the completed and signed Construction Contract Agreement, a Performance Bond, a Payment Bond, and evidence of Worker’s Compensation Insurance.

Failure to execute a contract and submission of acceptable bonds and insurance as provided herein within the time limit above may be just cause for the annulment of contract award and the forfeiture of the bid proposal guarantee.
xv
City Council 18 – 44 1/21/2025

CITY OF SANTA ANA

TABLE OF CONTENTS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
No contract shall be binding upon the AGENCY until it has been completely executed by the Contractor, approved by the City Attorney, and executed by the AGENCY. After the AGENCY executes the Contract and approves the bonds and certificates of liability insurance, the AGENCY will send the successful BIDDER a copy of the fully executed Construction Contract Agreement. RETURN OF PROPOSAL GUARANTIES Within ten (10) days after the award of the contract, the AGENCY will return the proposal guaranties, other than Bid Bonds, except any guaranties that have been forfeited. xvi
City Council 18 – 45 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

BID PROPOSA
LTO: CITY COUNCIL OF THE CITY OF SANTA ANA
FROM:

REQUIRE
MENT:

The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents in its entirety and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule:

BASE
BID
Ite
m
Descript ion Qty Uni
t
Unit Price Amou
nt
1 2
3 4
5 6
7 8
9 Traffic Signal Installation at Segerstrom
Avenue and Rosewood Avenue
1 LS $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Install 2" PVC Conduit
*Install 3" PVC Conduit
*Install 4" PVC Conduit
Install SCE Pull
Box
50 LF
300
LF
550
LF1
6 1
1 EA
EA
EA
LS
Install No. 6 Pull Box
Install No. 6E Pull
Box
IP Communication System
Install 12 Strand SMFO Cable
350
LF
24 EA
10 Fusion Splice Strands of SMFO
11 Fiber Optic Splice Enclosure
12 Signing and Striping
1 1
6 EA
LS
13 *Pothole Pole Locations for Utility
Conflicts
EA
P-1 of P-19
City Council 18 – 46 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Ite
m
Descript ion Qty Uni
t
Unit Price Amou
nt
14 *Pothole Utilities not shown on plans
15 *Unclassified Excavation
16 *AC Pavement
10 EA $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1,100 CY
145
TN
800 SF
410 SF
110
LF
100
LF
1,200 SF
80 LF
17 PCC Sidewalk (T=4")
18 PCC Median 4” Stamped Concrete
19 PCC Curb (Type B- 1) 20 PCC Curb and Gutter (Type A-2-8) 21 PCC Cross-Gutter (Local Street)
22 PCC Modified Retaining Curb
23 PCC Modified Retaining Curb (Double)
24 PCC Curb Ramp
20 LF
500 SF
170
LF
25 Install Liner along existing 10" VCP
Sewer Pipe 26 CCTV Inspection of Existing Sewer Main
and Laterals (Pre and Post Construction)
1 1
LS
27 (By-Pass) Temporary LS Above Ground
Sewer Line with Backup Pumps and
Tractor Truck
$ $
28 Pedestrian Barricade
29 Project Advertising Sign(s)
30 Construction Permit
50 LF
$
$
$
$
$
2 1
EA
LS $5,50 0
P-2 of P-19
City Council 18 – 47 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
TOTAL BID – ITEMS 1-30
$
The lowest responsible bidder shall be selected based on the total base bid. The City reserves the right to award the Base Bid, and any, all, or none of the add- alternate bid items (if any). * The quantity for this bid item is shown for bid comparison only. This bid item shall not be subject to the “25%” limit as stated in Section 7-3.5 of the Standard Specifications. The actual amount for this item will be dictated by the actual quantity used, and the Agency reserves the right to increase or decrease the quantity of this item accordingly. † This bid item is considered a Specialty Item per Section 3-2 of the Standard Specifications. TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The undersigned bidder hereby proposes to complete the Work for the total base bid amount shown above, within SIXTY (60) working days after the commencement date stated in the Notice to Proceed. Upon issuance of the Notice to Proceed, Contractor shall immediately place order for long-lead time items (i.e. Traffic Signal Poles and Service Meters).

The liquidated damages amount, in lieu of the amount specified in Subsection 6-9 of the Standard Specifications, shall be $3,600 per calendar day. Name of Firm Signature of
BIDDER
Titl
e(If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) P-3 of P-19
City Council 18 – 48 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
BIDDER’S STATEMENT BIDDER understands and agrees that this Bid Proposal, Contract Documents and subsequent Construction Contract Agreement shall constitute the entire agreement between BIDDER and the AGENCY only after it has been accepted by the City Council, endorsed by the Clerk of the Council with her signature and official seal noting hereon the action of approval of the Council, signed by the Public Works Agency Executive Director or his/her duly authorized agent, and signed by the City Attorney, denoting his approval of the form of this document, and its execution, and when it or an exact copy of it has been either delivered to BIDDER or deposited with the United States Postal Service properly addressed to the BIDDER with the correct postage affixed thereto.

BIDDER further agrees that upon delivery (as defined above) of the accepted agreement he/she will furnish AGENCY all required bonds and certificate of liability insurance within ten (10) business days or the funds, check, draft, or BIDDERS bond substituted in lieu thereof accompanying this proposal shall become the property of the AGENCY and shall be considered as payment of damages due to the delay and other causes suffered by AGENCY because of the failure to furnish the necessary bonds and because it is distinctly agreed that the proof of damages actually suffered is difficult to ascertain; otherwise said funds, check, drafts, or BIDDER’S bond substituted in lieu thereof shall be returned to the undersigned.

BIDDER understands that a bid is required for the entire work, the estimated quantities set forth in the bid schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. The BIDDER also certifies that the bid is a balanced bid.

In accordance with Section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct. Name of Firm Signature of
BIDDER
Titl
e(If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, and names of President, Secretary, Treasurer and Manager, thereof.) P-4 of P-19
City Council 18 – 49 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
CONTRACTOR’S LICENSING AND REGISTRATION STATEMENT The undersigned contractor, or corporate officer, declares under penalty of perjury that he/she and all his/her subcontractors are registered with the State of California Department of Industrial Relations (DIR), and that the following is true and correct. Contractor’s Name: Business Address: Business E-Mail Address:

Telephone: State Contractor’s License No. and Class:

License Expiration Date: State Dept. of Industrial Relations (DIR) Registration No.: State Dept. of Industrial Relations (DIR) Registration Expiration
Date: Signe d:

Title:

P-5 of P-19
City Council 18 – 50 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
PREVAILING WAGE COMPLIANCE AND MONITORING STATEMENT Contractor is aware of the requirements of California Labor Code Section 1720, et seq., as well as California Code of Regulations, Title 8, Section 16,000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Since the services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws.

City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the services available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the project site.

Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. The undersigned certifies that the foregoing is true and correct.

Name of Firm
Signature of
BIDDER
Titl
e(if an individual, so state)
P-6 of P-19
City Council 18 – 51 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

OWNERSHIP AFFIDAVIT STATE OF

CALIFORNIA

COUNTY OF
ORANGE

CITY OF SANTA
ANA
)
) SS:
)
, being duly sworn, deposes and says: INDIVIDU
AL
That he/she is the party making the foregoing proposal: PARTNERS HIP
That he/she is a member of the co- partnership firm designated as:
and who has been and is duly vested with the authority to make and execute instruments for the co-partnership by:
who constitute the other members of the co-partnership.

That he is of: CORPORATI
ON
 JOINT

VENTURE
a corporation which is making the foregoing proposal:

That he is of:
one of the parties making the foregoing proposal as a joint venture, and the he/she has been and is duly vested with the authority to execute instruments for an on behalf of the parties making said bid who are:
that such a bid is genuine and not collusive or sham, and has not in any manner sought by collusion to secure any advantage against the City of Santa Ana or any person interested in the proposed contract, for himself or any other person. Signature of Bidder Subscribed and sworn to before me this day of 20 Signature of officer Administering Oath (Notary Public) P-7 of P-19
City Council 18 – 52 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
BID BOND KNOW ALL PRESENT that, , as
BIDDER, and
, as SURETY,
are held and firmly bound unto the CITY OF SANTA ANA, as AGENCY, in the penal sum of Dollars ($ ), which is ten of the total amount bid by BIDDER to AGENCY for the percent (10%) above-stated project, for the payment of
which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above-stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seal this _ day of , 20 .

BIDDE R*
SURET Y*
Subscribed and sworn to before me this day
, 20 . of
Signature:

Notary Public in and for the County of , State of * Provide BIDDER/ SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative.

P-8 of P-19
City Council 18 – 53 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
LIST OF SUB- CONTRACTORS Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors with the bid for all subcontract work exceeding the following amount:
o
o
Streets, highways including bridge projects: ½% of the bid or $10,000, whichever is greater Buildings, parks, or other projects: ½% of the bid
Section 1725.5 of the Public Contract Code requires all Subcontractors be registered with the State Department of Industrial Relations (DIR).

BIDDER proposes to subcontract certain portions of the work to the firms listed below:

Nam
e
Nam
License e
#/Exp.

DIR Reg. #/Exp.

Location
License #/Exp.

DIR Reg. #/Exp.

Location Phon
e
Phon
Type Of e
Work
Amount $
Type Of Work
Amount $
Nam
e
Nam
License e
#/Exp.

DIR Reg. #/Exp.

License #
Location
License #/Exp.

DIR Reg. #/Exp.

License # Locati
Phon on
e
Phon
Type Of e
Work
Amount $
Type Of Work
Amount $
Nam
e
Nam
License e
#/Exp.

DIR Reg. #/Exp.

License #
Location
License #/Exp.

DIR Reg. #/Exp.

License # Locati
Phon on
e
Phon
Type Of e
Work
Amount $
Type Of Work
Amount $
Signature of Bidder
P-9 of P-19
City Council 18 – 54 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
REFEREN CES The following are the names, addresses, and telephone numbers for THREE public agencies for which the BIDDER has performed similar work within the past three years. 1.

Name and Address of Owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed
Date Completed

2. 3.

Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work
Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work
Date Completed
The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds.

P-10 of P-19
City Council 18 – 55 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
ADDITIONAL REFERENCES The following are the names, addresses, and telephone numbers for THREE public agencies for which the BIDDER or Subcontractor has performed similar work in the past five years. 1.

Name and Address of Owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work Date Completed
Date Completed

2. 3.

Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work
Name and Address of owner.

Name and Telephone Number of person familiar with project.

Contract Amount Type of Work
Date Completed
The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds.

P-11 of P-19
City Council 18 – 56 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
NON-COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Note: The above Non-collusion Affidavit is part of the Proposal. BIDDERS are cautioned that making a false certification may subject the Signe certifier to criminal prosecution. d State of California
County of
__________ Subscribed and sworn to (or affirmed) before me on this _____ day of _______, 20__, by _______________________, proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me
Notary Public Signature Notary Public Seal
P-12 of P-19
City Council 18 – 57 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
NON-DISCRIMINATION CERTIFICATE The undersigned contractor or corporate officer, during the performance of this contract, certifies as follows: 1. The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, 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 places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.

2. The Contractor shall, in all 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, or national origin.

3. The Contractor shall send to each labor union or representative of workers with which he/she has a collective bargaining agreement or other contract or understanding, a notice to be provided 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 shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of 5. The Contractor shall furnish all information and reports the Secretary of Labor. required by Executive Order 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/her 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 non-compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. P-13 of P-19
City Council 18 – 58 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

7. The Contractor shall 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 Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as 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 administering agency, the Contractor may request that the United States enter into such litigation to protect the interests of the United States.

8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, no discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, except as provided in Section 1420, and any contractor of public works violating this Section is subject to all the penalties imposed for a violation of the Chapter.

Signe d:

Title:

Firm
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P-14 of P-19
City Council 18 – 59 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
STATEMENT REGARDING APPRENTICESHIP REQUIREMENTS The undersigned BIDDER is familiar with the requirements of Section 1777.5 of the State Labor Code regarding employment of apprentices, and understands that contractors on contracts exceeding $30,000 or 20 working days shall: 1. Apply to the joint apprenticeship committee administering the apprenticeship standards of the craft or trade in the area of the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected.

2. Employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the apprenticeship standards. 3. Contribute to the fund or funds in each craft or trade in which he/she employs journeymen or apprentices on the public work, in the same amount or upon the same basis and in the same manner as the other contractors, except contractors not signatory to the trust agreement shall pay a like amount to the California Apprenticeship Council.

Signe d:

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P-15 of P-19
City Council 18 – 60 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
STATEMENT REGARDING “ANTI- KICKBACK” REQUIREMENTS The undersigned is submitting this proposal for performing by contract the work required by these bid documents, agrees to comply with the Copeland “Anti-Kickback” Act (18 USC 74) as supplemented in the Department of Labor regulations (29 CFR, Part 3). This act provides that each contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction or repair of public work, to give up any part of the compensation to which he/she is otherwise entitled.

Signe d:

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:

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P-16 of P-19
City Council 18 – 61 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
FLEET COMPLIANCE CERTIFICATION Bidder hereby acknowledges that they have reviewed the California Air Resources Board’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:

The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4).

The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto.

Name of Bidder:
__________________________________
______
Signature:
__________________________________
___________
Name:
__________________________________
______________
Title:
__________________________________
_______________
Date:
__________________________________
_______________
P-17 of P-19
City Council 18 – 62 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In conformance with Public Contract Code Section 10162, the BIDDER shall complete, under penalty of perjury, the following questionnaire: Has the BIDDER, any officer of the BIDDER, or any employee of the BIDDER who has a proprietary interest in the BIDDER, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, explain the circumstances in the following space.

P-18 of P-19
City Council 18 – 63 1/21/2025

CITY OF

SANTA ANA PROPO
PROJECT NO.: 25-6030 SAL TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

STATEMENT REGARDING COMMUNITY WORKFORCE AGREEMENT (CWA) REQUIREMENTS This is to certify that the undersigned BIDDER, and subcontractors, have read and understood the CWA entered into by and between the City of Santa Ana, the Los Angeles/Orange Counties Building and Construction Trades Council, and the signatory Craft Councils and Local Unions, effective as of June 6, 2023.

The undersigned BIDDER hereby agrees to comply with all terms and conditions of the CWA, and is capable of completing construction of the project continuously, and without interruptions or delays. If awarded any work covered by the CWA, BIDDER will also be required to sign the Letter of Assent that appears as Attachment A to the CWA.

The undersigned BIDDER has reviewed the Public Works Construction Permit and required deposit described in Section 2-2a and the Notice of Inviting Bids. Signe d:

Title:

Firm
:

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:

P-19 of P-19
City Council 18 – 64 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
FORWA
RDThe Standard Specifications is the 2018 edition, including all supplements at time of bid, of the Standard Specifications for Public Works Construction, including supplements and accompanying Standard Plans, written and promulgated by Public Works Standards, Inc. These Standard Specifications shall control the general provisions, construction materials, and construction methods for this contract, except as amended by the Contract Documents.

The following General Provisions are supplementary and in addition to the provisions of the Standard Specifications, unless otherwise noted. The section and subsection numbering system used in these General Provisions corresponds to that used in the Standard Specifications.

The State of California Department of Transportation Standard Specifications, Standard Plans, and Manual on Uniform Traffic Control Devices, latest edition at time of bid of each, are incorporated herein by reference and are hereby accepted as Reference Specifications. These Reference Specifications are intended to govern certain construction materials, methods, and details except as modified herein or are inconsistent with the provisions herein.

PART 1 - GENERAL PROVISIONS SECTION 1 - GENERAL 1-2 TERMS & DEFINITIONS Add the following to this subsection: Acceptance – The formal written acceptance by the Agency of the completed project.

Agency – City of Santa Ana Approved Equal –material or product that has been reviewed and approved by the Engineer as similar and equal in all respects and acceptable for use in lieu of that specified. Approved, Required, Directed – or words of similar import, refer to and indicate that the work or materials shall be “approved,” “required,” or “directed” by the City of Santa Ana or its duly authorized representative. Board – City Council of the City of Santa Ana Bid Proposal – see Bid City – City of Santa Ana City Council – The body constituting the awarding authority of the City, namely the City Council of the City of Santa Ana. Contract Documents – In addition to items specified in the Standard Specifications, Contract Documents shall also include all Appendices as referenced and/or included. 1 City Council 18 – 65 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Contractor – The person or persons, co-partnership or corporation, private or municipal, who have entered into contract for this work as parties or party of the second part of his or her legal representatives. Department – City of Santa Ana Public Works Agency. Due Notice – A written notification, given in due time, of a proposed action where such notification is required by the contract to be given a specified interval of time (usually 48 hours or two working days) prior to the commencement of the contemplated action. Notification may be from City to Contractor or from Contractor to City.

Engineer – The Executive Director of the Public Works Agency of the City of Santa Ana or his/her authorized representative Laboratory – Any laboratory of a public agency or a recognized commercial testing laboratory.

Owner – City of Santa Ana Prompt – The briefest interval of time required for a considered reply, including time required for approval by a governing body. 1-3 ABBREVIATIONS
1-3.2 Common Usage
Add the following to this subsection: Abbrevia tion Word or CA MUTCD.........California Manual on Words
Uniform Traffic Control Devices
CCPR ...................Cold Central Plant Recycling
CIR.......................Cold In-Place Recycling
CIREAM..............Cold In-Place Recycling Expanded Asphalt Mix DCP......................Dynamic Cone
Penetrometer
EAS......................Emulsion-Aggregate Slurry
HDB.....................Hydrosta tic Design Basis
JITT......................Just-In- Time Training NPDES.................National Pollutant Discharge Elimination System PACP....................Pipe Assessment & Certification Program REAP ...................Rain Event Action Plan
REAS ...................Rubberized Emulsion Aggregate Slurry SSPWC ................Standard Specifications for Public Works Construction TEES....................Transportation Electrical Equipment Specifications 1-3.3 Institutions
Add the following to this subsection: Abbrevia tion Word or AGC.....................Associated General Words
Contractors of America
APWA..................American Public Works Association 2 City Council 18 – 66 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
ASA......................American Standards Association CALTRANS ........California Department of Transportation FHWA..................Federal Highway Administration
FRA......................Federal Rail Administration
FTA......................Federal Transit Authority NASSCO..............National Association of Sewer Service Companies OCSD...................Orange County Sanitation District OCTA...................Orange County Transportation Authority SCG......................Southern California Gas Company SCE ......................Southern California Edison Company 1-6 BIDDING AND SUBMISSION OF THE BID
1-6.2 Subcontractor Listing
Add the following to this subsection: The Prime Contractor agrees to pay each Subcontractor under this prime contract for satisfactory performance of its contract no later than 10 days from the receipt of each payment the Prime Contractor receives from AGENCY. The Prime Contractor agrees further to release retainer payments to each Subcontractor within 30 days after the subcontractor’s work is satisfactorily completed. 1-7 AWARD AND EXECUTION OF CONTRACT 1-7.1 General
Add the following to this subsection: The award of the contract, if it is awarded, will be to the lowest responsive, responsible BIDDER whose proposal complies with all requirements described. The award, if made, will be made within 90 working days after the opening of the bids. No proposal shall be considered binding upon the AGENCY until the execution of the contract by the AGENCY. The date of the contract shall be the date the contract is executed by the AGENCY. The AGENCY reserves the right to waive minor irregularities in their consideration of the award of the bid. The award, if made, shall be by mutual consent in writing of the parties signatory to the contract. Alterations or deviations, increases or decreases, additions or omissions, in the plans and specifications may be made and the same shall in no way affect or make void the contract. 1-7.2 Contract Bonds
Add the following to this subsection: The bonds shall be executed by the successful BIDDER and returned within ten (10) business days after the successful BIDDER has received notice that the contract has been awarded. Each bond shall incorporate, by reference, the contract and shall be signed by both the BIDDER and Surety.

The signatures of the BIDDER and the authorized agent of the Surety shall be notarized. 3 City Council 18 – 67 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Failure to file acceptable bonds as provided herein within ten (10) business days, after the successful BIDDER has received notice that the contract has been awarded, shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. SECTION 2 - SCOPE
2-1 WORK TO BE OF THE WORK
DONE
Add the following to this subsection: The City utilizes construction management (CM) software to manage construction projects. The current software platform is Procore. The contractor shall be required to interface with the CM software for all aspects of construction, including, but not limited to, schedule, submittals, RFIs, contract documents, inspections, and progress payments. The City will provide the contractor’s representatives access to the system.

Where the manufacturer of any material or equipment provides written recommendations or instructions for its use or method or installation (including labels, tags, manuals or trade literature), such recommendations or instructions shall be compiled and delivered to the City prior to project acceptance.
2-2 PERMITS
Add the following to this subsection: The contractor shall comply with all Federal, State or local laws, ordinances, or rules and regulations related to the performance of the work, which include but are not limited to the following: a. Construction Permit. Contractor shall obtain a Construction Permit prior to the start of construction work. The Permit Fee shall be an estimated cost of the time and material required by the City to provide labor oversight. The Contractor shall be required to provide a valid California State Contractor’s License, Santa Ana Business License, Certificate of Insurance and to pay the Permit Fee (refer to current PWA Miscellaneous Fee Schedule), at time of Construction Permit issuance. The permit will be issued by Public Works based upon the approved plans and specifications, and the Construction Contract awarded by the City.

The Bid Proposal contains a bid item that reflects the total amount required for the Permit Fee. The Permit Fee may be paid by the Contractor at the time of permit issuance.

However, the Contractor has the option to fulfill the payment before the second progress payment is made by the City. Failure to comply with the deposit requirement by the second progress payment may result in enforcement actions taken against the Contractor.

The final Construction Permit cost shall be the true cost of the time and material expended by the City to provide labor oversight and shall be the total amount determined at the completion of construction. If the effort to provide labor oversight exceeds the Permit Fee amount, the Contractor shall pay the City the amount due prior to releasing retention due to Contractor. 4
City Council 18 – 68 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
b. Business License. Each Prime Contractor and Subcontractor shall obtain and pay for a Santa Ana Business License. Detailed information concerning business license may be obtained from the Finance and Management Services Agency, (714) 647-5447, City Hall.

The fees for this license are separate from the Construction permit bid item. c. Construction Water Permit. Each Prime Contractor or Subcontractor which desires to obtain water from AGENCY-owned fire hydrants for construction or any other purpose shall first obtain and pay for a permit from the Corporate Yard of the City of Santa Ana, at 220 South Daisy Avenue. Information concerning costs and conditions may be obtained from the AGENCY by calling (714) 647-3320. Use of private water from a hose bib is not allowed. The fees for this permit are separate from the Construction permit bid item.

For safety reasons, the AGENCY will not allow Contractor to stretch construction water hoses across open traffic lanes. Where required, d. Disposal Permit. In accordance with the Contractor shall use water truck. procedures of the Orange County General Services Administration (GSA), the cost for the disposal of all materials at County landfill e. Building and Electrical Permits. For projects sites shall be borne by the Contractor. involving building, structural construction, traffic signal or irrigation controller installation, the Prime Contractor shall obtain the necessary building and electrical permits from the Planning & Building Agency. There will be no fees for these permits.
f. State Division of Industrial Safety Permits. In accordance with Section 6500 of the State Labor Code, permits are required for all excavations, which are five feet or deeper, or for all structures being built or demolished, which are more than three stories high.

All permits and fees required by all other Agencies having jurisdiction over any part of the work shall be obtained and paid for by the Contractor, unless otherwise noted on the Plans or in the General Provisions. 2-3RIGHT-OF-WAY
Add the following to this subsection: When the contractor arranges for temporary use of private property for additional work areas and facilities required for the Contractor’s convenience, to meet requirements, or other reason(s), the Contractor shall provide the City with written agreement authorizing use of said property. 2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES
2-5.1 General
Add the following to this subsection: Pursuant to the authority contained in Section 591 of the Vehicle Code, the Department has determined that, such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Divisions 11, 12, 13, 14 and 15 of the Vehicle Code. Attention is directed to the statement in Section 591 that this Section shall not 5 City Council 18 – 69 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
relieve him or any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of his/her equipment and the protection of the public from injury and damage from such equipment. Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the regulations imposed by California Air Resources Board (CARB) including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (Regulation).

Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and its subcontractors’ fleets including, without limitation, the Certificates of Reported Compliance (CRCs), fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City.

Contractor shall be solely liable for any and all costs associated with compliance with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation. Contractor shall defend, indemnify and hold harmless the City, its officials, officers, employees and authorized volunteers free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation.
2-8 EXTRA WORK
Add the following to this subsection: The contractor shall proceed with extra work only upon written order from the Engineer. 2-10 DISPUTED WORK Delete the first paragraph and replace it with the following: If the Contractor considers any work demanded of him to be outside the requirements of the contract, or if he considers any instruction, ruling or decision of the Engineer to be unfair, he shall within ten days after any such demand is made or instruction, ruling or decision is given, file a written protest with the Engineer, stating clearly and in detail his objections and reasons therefore.

Except for such protests and objections as are made of record, in the manner and within the time above stated, the Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages, and extensions, rulings and decisions of the Engineer.

Upon receipt of any such protest from the Contractor, the Engineer shall review the demand, instruction, ruling or decision objected to and shall promptly advise the Contractor, in writing, of his final decision, which shall be binding on all parties, unless within the ten working days thereafter the Contractor shall file with the Executive Director of the Public Works Agency of the City of Santa Ana a formal protest against said decision of the Engineer. The Executive Director of the Public Works Agency of the City of Santa Ana shall consider and render a final decision on any such protest within 30 days of receipt of same.
6 City Council 18 – 70 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
SECTION 3 - CONTROL
3-5 INSPECTION OF THE WORK
Add the following to this subsection: City inspection occurs during construction working hours. Inspection work requested by the contractor outside of the prescribed working hours shall be paid by the contractor at the City’s overtime rate. 3-7 CONTRACT DOCUMENTS
3-7.1 General
Add the following to this subsection: The Contractor shall maintain a control set of plans and specifications within Procore at all times throughout the construction period. As approved by the Engineer, all final locations determined in the field and any deviations from the plans and specifications shall be marked in red on this control set to show the As-Built conditions. Updates to the control set shall be submitted to the Engineer prior to each monthly progress payment. Upon completion of all work, the Contractor shall submit the control set As-Built Plans and report to the Engineer through Procore.

Additionally, the Contractor shall provide the following:

Street Improvements: Any deviations from the contract plans such as: alignments, and appurtenance locations shall be noted (drawing sketch) on the control plan and a copy submitted to the Engineer no later than (5) working days from the occurrence.

Storm Drain Improvements: Any deviations from the contract plans such as: alignments, elevations, modifications to pipe/structures sizing/material. Sewer Improvements: Any deviations from the contract plans such as: alignments, elevations, modifications to pipe/structures sizing/material. Contractor shall also provide CCTV inspection recordings/videos in format required by Engineer. Water Improvements: Any deviations from the contract plans such as: alignments and appurtenance locations shall be noted (drawing sketch) on the control plan and a copy submitted to the Engineer no later than (5) working days from the occurrence.

Traffic Improvements: Any deviations from the contract plans such as: location of poles, pull boxes and runs, depth of conduits, number of conductors, and other appurtenant work, for future reference. Within (15) days of completion of all work, the Contractor shall submit the control set of as-built plans to the Engineer. Final payment will not be made until this requirement is met. 3-8 SUBMITTALS Add the following to this subsection: All submittals shall be delivered through Procore. 7 City Council 18 – 71 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
3-10 SURVEYING
3-10.1 General
The following supersedes the provisions of this subsection: The Contractor shall be responsible for directly obtaining the services of a California Licensed Land Surveyor to be in responsible charge of all survey work performed under this contract. The Contractor shall be responsible for the scheduling of all survey requests. The Contractor’s Surveyor shall provide construction staking for project improvements. A copy of the cut sheets shall be provided to the AGENCY for verification. Also a copy of all updated control set by the Contractor’s Surveyor; showing coordinates, elevation, and description shall be submitted, for quality management (as-built checks by Agency).

The AGENCY will provide construction plans and specifications for the project. Construction stakes shall be set per the provided plans and specifications. The Contractor’s Surveyor shall notify the AGENCY immediately of any discrepancy or design errors discovered on the plans during staking or when verifying join points.

The Contractor’s Surveyor shall research existing County and City records for centerline survey monuments within the project area. Prior to construction, all monuments shall be tied-out and a Corner Record shall be recorded with the County Surveyor per Section 8771 of the Business and Professions Code of the State of California. After completion of construction, any monument disturbed or lost during construction shall be reset, in conformance with Section 8771. Each centerline intersection shall be drawn on a single Corner Record. A copy of all Corner Records shall be submitted to the AGENCY prior to a Notice of Completion being filed.

The Contractor is responsible for maintaining a safe and orderly job site per Occupational Safety and Health Administration (OSHA) standards. The Contractor shall furnish traffic control as needed to provide a work area free of public and construction traffic for construction staking. Traffic control shall conform to the requirements of the “Watch Area Traffic Control Handbook” (WATCH). Payment for said work shall be included in the other items of work and no additional compensation will be allowed. 3-11 CONTRACT INFORMATION SIGNS
Add the following to this subsection: Contractor shall furnish, install and maintain a project advertisement sign as detailed in the Appendix of the Contract Documents. The Contractor shall install the project advertisement sign during construction in the location approved by the Engineer. The maintenance includes replacement (if damaged due to the operations of the Contractor) and graffiti removal. 8 City Council 18 – 72 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
3-12 WORK SITE MAINTENANCE
3-12.1 General
Add the following to this subsection: The contractor shall keep the work site clean and free from rubbish and debris at the end of every working day. In addition, the Contractor shall be fully responsible for removing any graffiti placed on new improvements or Contractor’s equipment daily immediately at the start of the work day.

The City of Santa Ana has adopted an ordinance to assist the City in complying with the State of California’s Assembly Bill 939 law which requires that all cities and counties in the State reduce the amount of trash disposed of in landfills by 50%. Failure to comply with State law could result in a fine to the City of $10,000 per day. Santa Ana Municipal Code Section 16-30 (f) will ensure that construction and demolition waste generated within the City can be accounted for and recycled. The ordinance states the following, “Any person with whom the City has an agreement for the collection, transportation and disposal of construction and demolition solid waste which has accumulated and/or been generated at a temporary construction site may haul such waste during the term of such agreement.” The only company approved by the City Council to haul temporary construction and demolition material in the City of Santa Ana is: Republic Services 2700 N. Main Street, Suite 1000
Santa Ana, CA 92705 Phone Number: (877) 328-2074 Contractors shall contact Republic Services to arrange for the collection and recycling of construction debris. Persons who generate solid waste on the premises may personally collect, transport, and dispose of their own solid waste providing that they do so in accordance with all governing laws and regulations and dispose of such solid waste at a site permitted by the California Integrated Waste Management Board.
3-12.2 Air Pollution Control
Add the following to this subsection: All organic solvents used must comply with the rules, regulations and orders of the South Coast Air Quality Management District (SCAQMD) relating to organic solvents. 3-12.3 Noise Control The Contractor shall comply with all local sound control and noise level rules, regulations and ordinances which apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the Manufacturer. The noise level from the Contractor's operations shall 9 City Council 18 – 73 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
not exceed 95 dba at a distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level. The said noise level requirements 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 the Contractor. The use of loud signals shall be avoided in favor of light warnings, except those required by safety laws for the protection of personnel. 3-12.4.2 Storage in Public Streets
Add the following to this subsection: Storage of equipment and materials on City residential streets or in the public right of way during non-working hours shall not be permitted, and may only be placed in the public right of way for purposes of use that day. Overnight stockpiling of construction debris or excavated materials is not allowed. Contractor must obtain written approval from the Engineer prior to storage of construction materials and equipment on the street where improvements are planned, but at minimum, adequate flashing barricades shall be provided.

No area is available within the contract limits for the exclusive use of the Contractor. Use of the Contractor’s work areas shall be at the Contractor’s own risk, and the City of Santa Ana shall not be held liable for damage to or loss of materials or equipment located within such areas.

The Contractor shall remove equipment, materials, and rubbish from the work areas and other City of Santa Ana – owned property that the Contractor occupies at the conclusion of each working day. City-owned property cannot be used as a construction yard, except within project limits, where it may be available for licensing as determined by the engineer's requirements. 3-12.6.2 Erosion and Sediment Control Plan Add the following to this subsection: After award of the contract and prior to Contractor commencing work, the Contractor shall submit an Erosion and Sediment Control Plan, hereinafter referred to as ESCP, for review by the Engineer.

The ESCP shall include applicable erosion control, sediment control, waste management, tracking control, and non-stormwater management BMPs for all activities occurring on the construction site and at any temporary storage yards that hold equipment and/or construction materials. The ESCP shall be prepared by a certified professional trained in stormwater management or erosion and sediment control, and shall include Construction BMP fact sheets from the California Storm Water Quality Association (CASQA), which can be accessed at the link below:
https://ocerws.ocpublicworks.com/service-areas/oc-environmental-resources/oc- watersheds/unincorporated-countywide-compliance/best The Contractor shall make any necessary revisions to the ESCP as directed by the Engineer and the Contractor shall not commence work until the ESCP has been approved by the Engineer. The 10 City Council 18 – 74 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Contractor shall keep a copy of the ESCP at the construction site at all times, for the duration of the contract, and the Contractor shall implement all BMPs per the CASQA Construction BMP fact sheets and as shown in the ESCP, unless granted approval by the Engineer. Failure to implement BMPs properly may result in enforcement actions taken against the Contractor, by the AGENCY.

The ESCP shall remain in effect until project completion and final stabilization of the construction site (i.e. landscaping and final paving complete).

Extra erosion and sediment control BMPs shall be available on-site in order to replace failed BMPs or to be implemented during storm events. The Contractor shall mitigate ALL non-stormwater discharges from the construction site, unless granted approval by the AGENCY. The area adjacent to the construction site shall remain free of sediment and shall be swept regularly to be kept clean.

Payment for Erosion and Sediment Control Plan, including but not limited to the preparation of the ESCP, installation, repair, and replacement of BMPs, and inspections to verify proper BMP implementation shall be included in the other items of work involved and no additional compensation will be allowed therefore.
3-12.6.3 Storm Water Pollution Prevention Plan (SWPPP)
Add the following to this subsection:

Erosivity Waivers
Projects that are smaller than 5-acres and occur during the dry season (i.e. May – September) may qualify for an Erosivity Waiver. The Engineer will determine if the project qualifies for an Erosivity Waiver and will notify the Contractor. The Contractor shall not assume the project qualifies for an Erosivity Waiver without consulting the Engineer.

If the Engineer determines the project qualifies for an Erosivity Waiver, the Contractor shall submit an Erosion and Sediment Control Plan (ESCP) for review by the Engineer. The Contractor shall implement Best Management Practices (BMPs) per the California Storm Water Quality Association (CASQA) Construction BMP fact sheets and as shown in the approved ESCP, unless granted approval by the Engineer. The AGENCY will assist the Contractor with filing the Erosivity Waiver on the Stormwater Multiple Application and Report Tracking System (SMARTS) website.

In the event the Erosivity Waiver expires and the project is not complete or the Erosivity Waiver is no longer valid (i.e. project area increases), the AGENCY will notify the Contractor and the Contractor shall comply with the National Pollution Discharge Elimination System (NPDES) General Permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities (Order WQ 2022-0057-DWQ), as outlined below. 11 City Council 18 – 75 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
SECTION 4 - CONTROL OF MATERIALS 4-1 GENERA
LShould the Contractor fail to correct deficiencies or public nuisances that have been created because of his/her operation, then these will be considered to be of an emergency nature, and will call for the AGENCY to move in on the project to take corrective action. Such work will be done on a force account basis with an additional callout charge. There is a minimum two-hour charge for labor on any callout plus an additional callout charge of $300. 4-4 TESTING
Add the following to this subsection: Material testing will be performed by the Orange County EMA Materials Laboratory or a private laboratory engaged by the AGENCY for the construction of this project. The AGENCY will bear the cost of testing material which meets the requirements indicated in these General Provisions. The cost of retesting of material that fails to pass the first test shall be borne by the Contractor. SECTION 5 - LEGAL RELATIONS AND RESPONSIBILITIES 5-2 SPECIAL NOTICES Add the following to this subsection: Per Section 1771.4(a)(2) of the California Labor Code, Contractors are required to post job site notices, as prescribed by regulation. 5-3 LABOR
5-3.2 Prevailing Wages
Add the following to this subsection: Certified Payroll Records shall be submitted to the Engineer every two weeks beginning with the actual start day of construction, and shall be consecutively numbered until the completion of the work. Progress payments will be withheld pending receipt of any outstanding reports.

The Contractor shall assure that a qualified supervisor is present at all times when work is being performed. 5-4 INSURANCE
5-4.2 General Liability Insurance
The provisions of this subsection apply except as herein modified: The Contractor shall provide insurance coverage limits as detailed in the Certificate of Liability Insurance. The Certificate of Liability Insurance is included in Appendix D of the Contract Documents.
12 City Council 18 – 76 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
The Certificate of Liability insurance shall be provided by the successful BIDDER within ten (10) business days, after the successful BIDDER has received notice that the contract has been awarded.

Failure to provide shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty.

Consultant 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 Consultant, its agents, representatives, or employees.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as: 1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1 (any auto), or if Consultant has no owned autos, Code 8 (hired) and 9 (non-owned), with limit no less than $1,000,000 per accident for bodily injury and property damage. (Not required if an automobile is not required to perform scope of services)

3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. (Not required if consultant provides written verification it has no employees)

4. Professional Liability (Errors and Omissions)
Insurance appropriates to the Consultant’s
profession, with limit no less than $2,000,000 per
occurrence or claim, $2,000,000 aggregate.

Professional Liability Insurance (errors and omissions) will only be required if Contractor employs
a licensed professional such as an architect or engineer for a component of the work.

If the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the Entity requires and shall be entitled to the broader coverage and/or the higher limits maintained by the contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the Entity.

Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status The Entity, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant’s insurance (at least as broad as ISO Form CG 20 10 11 85 or both 13 City Council 18 – 77 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

Primary Coverage For any claims related to this contract, the Consultant’s insurance coverage shall be primary insurance primary coverage at least as broad as ISO CG 20 01 04 13 as respects the Entity, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the Entity, its officers, officials, employees, or volunteers shall be excess of the Consultant’s insurance and shall not contribute with it.

Notice of Cancellation Each insurance policy required above shall state that coverage shall not be canceled, except with notice to the Entity.

Waiver of Subrogation Consultant hereby grants to Entity a waiver of any right to subrogation which any insurer of said Consultant may acquire against the Entity by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the Entity has received a waiver of subrogation endorsement from the insurer.

Self-Insured Retentions Self-insured retentions must be declared to and approved by the Entity. The Entity may require the Consultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or Entity.

Acceptability of Insurers Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the Entity. Claims Made Policies If any of the required policies provide coverage on a claims-made basis: 1. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. 3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.

Verification of Coverage
Consultant shall furnish the Entity with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required 14 City Council 18 – 78 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to Entity before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them.

The Entity reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Subcontra
ctors Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that Entity is an additional insured on insurance required from subcontractors. Special Risks or Circumstances Entity reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. 5-4.3 Worker’s Compensation Insurance Add the following to this subsection: The Contractor shall furnish the Agency with satisfactory proof of Worker’s Compensation Insurance. The insurance shall be taken out with a responsible insurance carrier authorized under the laws of the State of California and satisfactory to the Agency. For work that is sublet, the contract shall require the subcontractor similarly provide Worker’s Compensation Insurance for the subcontractor’s employees.
5-7 SAFETY
5-7.8 Steel Plate Covers
5-7.8.1 General Add the following to this subsection: When backfilling operation of an excavation in the travel way, whether transverse or longitudinal cannot be properly completed within a work day, steel plate bridging with a non-skid surface and shoring may be required to preserve unobstructed traffic flow. 5-7.8.2 Thickness
Add the following to this subsection: For spans greater than five (5) feet-three (3) inches, a structural design for the steel plate bridging shall be prepared by a California registered civil engineer and approved by the Engineer. Steel plate bridging shall be designed for HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. The Contractor shall maintain steel plates with a non-skid surface having a minimum coefficient of friction equivalent to 0.35 as determined by California Test Method 342.

The contractor may use standard steel plate with known coefficient of friction equal or exceeding

0.35. 15
City Council 18 – 79 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
5-7.8.3 Installation
Add the following to this subsection: The following shall apply: 1. Steel plate installation shall be recessed by milling existing pavement to set flush with finish grade. 2. Steel plate shall fit snug and installed to operate with minimum noise. Bridging shall be secured against displacement. 3. Steel plate used for bridging must extend a minimum of twelve (12") inches beyond the edge of the trench. 4. The pavement shall be cold planned a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. Multiple steel plates shall be butted and tack welded as needed to secure plates 6” minimum. The trench shall be adequate to support the bridging and the traffic load. Contractor shall be responsible for determining whether shoring is necessary. The Contractor shall be responsible for the appropriate selection and maintenance of the steel plates, and shoring.

Unless specified, steel plate bridging at any given location shall not exceed four (4) consecutive working days in any given week. Backfilling of excavation shall be covered with a minimum of three (3) inches of temporary layer of cold asphalt concrete. The following table shows the required minimal thickness of steel plate bridging for a given trench width: Trench Width
1 foot-11 inches
2 feet-7 inches
3 feet-5 inches
5 feet-3 inches
Minimum Plate Thickness ¾ inch 7
/8 inch
1 inch
1 ¾ inch A Rough Road sign (W8-8) with black lettering on an orange background shall be used in advanced of steel plate bridging. This is to be used along with any other required construction signing. 16 City Council 18 – 80 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
SECTION 6 - PROSECUTIONAND
6-1 CONSTRUCTION SCHEDULE AND PROGRESS OF THE WORK

COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
Add the following to this subsection: A working day shall be defined as outlined below, and the Contractor’s activities shall be confined accordingly: 1. From 9:00 a.m. to 3:00 p.m., Monday through Friday, for work requiring temporary lane closures, i.e. those having less than a 24-hour duration, and for work at major intersections. As an alternative, construction at major intersections may be permitted on Fridays, at night or on weekends, at the discretion of the Engineer.

2. From 7:00 a.m. to 5:00 p.m., Monday through Friday, within work areas having either no lane closures or having continuous lane closures, i.e. 24-hour closures lasting more than one day. For work in, or adjacent to, residential areas, work shall not commence prior to 8:00 a.m.

Deviation from these hours/days shall not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property, or as specified otherwise. Holidays as herein referred to shall be deemed to be:
• New Year’s
Day
• Martin Luther
King Day
• President’s
Day
• Cesar Chavez
Day
• Memorial Day
• Independence Day
• Labor Day
• Veteran’s Day
• Thanksgiving Day and
the day after
• Christmas Eve through In addition to the holidays listed above, the City has a New Year’s Day holiday moratorium; refer to City of Santa Ana Standard Plan No. 1160. The Contractor is required to submit a comprehensive baseline schedule to the Engineer for approval before commencing construction. This schedule must detail the sequence of construction activities, including major milestones and critical path tasks. Throughout the construction phase, the Contractor shall provide monthly updates to the baseline schedule, reflecting the current progress of the project, completed tasks, work planned for the upcoming month, and any schedule changes.

In addition to the baseline schedule and monthly updates, the Contractor shall also provide a rolling 3-week look-ahead schedule. This schedule should offer a detailed outlook of planned activities for the upcoming three-week period, focusing on immediate work activities as well as work completed in the previous week. The rolling look-ahead schedule must be submitted to the 17 City Council 18 – 81 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Engineer weekly to facilitate timely assessment and coordination of upcoming construction activities.
6-6 SUSPENSION OF THE WORK
6-6.1 General
Add the following to this subsection: Should suspension of work be ordered by reason of the failure of the contractor to carry out orders or to perform any provisions of the contract; or by reason of weather conditions being unsuitable for performing any item or items of work; the contractor, at its expense, shall do all the work necessary to provide a safe, smooth, and unobstructed passageway through construction for use by public traffic during the period of such suspension. In the event that the contractor fails to perform the work above specified, the City will perform such work and the cost thereof will be deducted from payment due or to become due to the contractor.

If a suspension of work is ordered by the Engineer, due to the failure on the part of the contractor to carry out orders given or to perform any provision of the contract, the days on which the suspension order is in effect shall be considered working days. SECTION 7 - MEASUREMENT AND 7-2 LUMP SUM WORKPAYMENT Add the following to this subsection: Contractor shall submit for approval a schedule of values for all lump sum work. Failure to submit may delay payment for said work. 7-3 PAYMENT
7-3.1 General
Add the following to this subsection: Payment for any items of work required by the plans, specifications or other contract documents, which are not covered by a contract bid item, shall be considered as included in other items and no additional compensation shall be paid therefore. 7-3.4 Mobilization Add the following to this subsection: Mobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the project site.

Mobilization shall additionally include the establishment of any temporary facilities, utilities, construction fencing and barricades, and the provision and installation of project signs.

A minimum of one week before the start of construction, the Contractor shall video all areas where construction is to take place. The video shall be supplied to the Engineer before constructions 18 City Council 18 – 82 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
begins. Videos will serve as a record of the existing conditions for disputes that may arise from restoration and should therefore be taken along the line of construction and site access and staging areas at sufficient detail as necessary to clearly depict details of existing conditions. Videos shall be a DVD or digital, in color, indexed and catalogued in such a manner that each photographed area is readily identifiable and shall also indicate the date and time (hours, minutes and seconds) when it was made. The Contractor shall also video any unusual conditions encountered during construction that are not already a matter of photographic record. In any areas where existing conditions cannot be determined by means of videos, the areas shall be restored as approved by the Engineer at the Contractor’s expense. All videos shall become the property of the City.

Payment for mobilization shall be considered as included in the other items of work and no additional compensation will be allowed therefore. 7-4 PAYMENT FOR EXTRA WORK 7-4.1 General
Add the following to this subsection: For such extra work the contractor shall receive payment as agreed upon in writing, or shall be paid on force account. Work involving contract unit prices, the contractor shall not exceed any of the quantities in the proposal unless prior authorization from the engineer is obtained in writing. 7-4.3
Markup 7-4.3.1 Work by the Contractor
The following supersedes the provisions of this subsection: The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor............................................ ................ 20% 2) Materials
..................................................... . 15% 3) Equipment Rental......................................... 15% 4) Other Items and Expenditures...................... 15% To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding. 7-4.3.2 Work by the Subcontractor The following supersedes the provisions of this subsection: When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.2(a) shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.
19 City Council 18 – 83 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
SECTION 8 - FACILITIES FOR CITY PERSONNEL........Not Used SECTION 9 - CLAIMS RESOLUTION PROCEDURES 9-1 PUBLIC CONTRACT CODE SECTIONS 10240 AND 20104 Public Contract Code Section 10240 and Public Contract Code Section 20104 are hereby recognized and accepted as Reference General Provisions of these Specifications. For purposes of the new law, “claim” means a separate demand by a contractor, sent by registered or certified mail with return receipt requested, for one or more of the following: • a time extension, including a claim for relief from damages or penalties for delay assessed by a public entity. • payment by the public entity of money or damages
arising from work done by, or on behalf
of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. • payment of an amount that is
disputed by the public entity. Upon receipt of a claim, the following steps apply:
• the public entity must conduct a reasonable review
of the claim and provide a written
statement to the contractor within 45 days identifying what portion of the claim is disputed and what portion is undisputed; this time period may be extended by mutual agreement of the parties
• the claimant must furnish reasonable
documentation to support the claim
• any payment due on an undisputed portion of the claim must be processed and made within
60 days after the public entity issues its written statement (amounts not timely paid bear • interest at 7% annually) public entity’s failure to timely issue a written statement on the claim results in the claim being deemed rejected in its entirety • if claimant disputes the public entity’s written
response, or if the public entity fails to
respond to a claim within the time prescribed, the claimant may demand in writing an • informal conference to meet and confer upon receipt of such a demand, the public entity must schedule a meet and confer conference within 30 days 20 City Council 18 – 84 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
• within 10 business days following the conclusion of
the meet and confer conference, if the
claim or any portion of it remains in dispute, the public entity must provide a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed
• any payment due on the undisputed portion of the claim shall be processed and made within 60 days after the public entity 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 public entity and the claimant sharing the • associated costs equally if mediation is not successful, the parts of the claim remaining in dispute become subject to applicable procedures outside of the statute (for example, litigation or arbitration) 9-2 PUBLIC CONTRACT CODE SECTION 9204 Any claims made by contractor relating to this project will be governed by Public Contract Code Section 9204, as appearing in full below: (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract (B) Payment by the public entity of money or damages for a public works project. arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled.
(C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. 21 City Council 18 – 85 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
(3) (A)“Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of (v) The Military Department as to any project Title 7 of Part 3 of the Penal Code. under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. (4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim. 22 City Council 18 – 86 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
(C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45- day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A)If the claimant disputes the public entity’s written response, or if the public entity 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 public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) 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 public entity 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 public entity 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 public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) 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 timeframes in this section.
(D)Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. 23 City Council 18 – 87 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
(E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity 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 public entity’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. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity 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 public entity shall furnish reasonable documentation to support the claim. 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 public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim (f) A waiver of the rights granted by this section is void under this section. 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) a public entity 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 timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its (i) This section shall remain in effect only until January 1, contractual obligations. 2027, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2027, deletes or extends that date.
24 City Council 18 – 88 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
PART 4 - EXISTING IMPROVEMENTS SECTION 402 - UTILITIES 402-1 LOCATION 402-1.1 General
Add the following to this subsection: The contractor is responsible to determine the exact location and depth of utilities and its service connections during construction. The contractor shall notify the City of the exact location of any utility or service connection which is not shown or is incorrectly shown on the plans.

In addition to calling Dig Alert, the contractor shall be expected to maintain liaison with the affected utility company representatives, and shall notify them prior to beginning of the job and each time the particular utility is or could possibly be affected at least 24 hours in advance.

All existing utility access frames and covers, both private and public, shall be located and marked with paint on the pavement surface by the Contractor. Upon completion of the project, the Contractor shall remove all painted utility markings done by him/her or the respective utility owners from the surfaces of sidewalks, driveway approaches, curbs and gutters using the removal method acceptable to the Engineer. Any damage to sidewalks, driveway approaches, curbs and gutters due to the Contractor's removal operation shall be repaired at the Contractor's expense and to the satisfaction of the Engineer. Payment for removing utility markings shall be included in the other items of work, and no additional compensation shall be allowed therefore.

If utility construction work within the area is required during the construction of this project, the Contractor is directed to cooperate with the utility company(s) and their workers to assure proper installation of the utilities with a minimum of conflict. PART 6 - TEMPORARY TRAFFIC CONTROL SECTION 600 - ACCESS 600-1 GENERAL Add the following to this subsection: Intersections shall be kept open until work takes place within the intersection. Local vehicular and pedestrian access, including access to driveways and businesses, shall be maintained at all times.

Pedestrian access across both streets in an intersection must be maintained at all times with a minimum 4-foot width.
25 City Council 18 – 89 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Notificati
ons: Prior to the start of construction operations, the Contractor shall notify the Police and Fire Departments of the AGENCY, giving the approximate starting date, completion date, and the name and telephone number of responsible persons who may be contacted at any hour in the event of a critical condition requiring immediate correction. At least two weeks prior to starting work, the Contractor shall notify the Orange County Transportation Authority (OCTA) bus service of the approximate starting date and completion date.

Construction Notices: At least two weeks prior to starting work, the Contractor shall deliver notices supplied by the AGENCY to the residents and businesses in the area affected by the construction. At least 48 hours before working on a street, the contractor shall contact the residents and businesses of that street by written notice to provide information as to the type of work, closure, type of inconvenience and the expected duration. The written notice shall be a tag shape similar to the sample shown in the Appendix of the Contract Documents and be hung on door knobs and all parked vehicles on the street. In the event of a delay after the notice has been delivered, the contractor shall provide an updated notice to the residents and businesses. After construction completion on the street, the contractor shall collect any notices that are not picked up by the resident or business.

Temporary Construction Signs: Contractor shall furnish, install and maintain temporary construction signs as detailed in the Appendix of the Contract Documents. The signs shall be mounted on Type II barricades and secured with sandbags to prevent overturning. The contractor shall install the temporary construction signs during construction at locations approved by the Engineer. The maintenance includes, but is not limited to the relocation for the different construction phases, replacement (if damaged due to the operations of the Contractor) and graffiti removal.

Temporary Parking Removal Signs: The signs for temporary parking removal during construction shall be a minimum of 12” x 18” as shown in the Appendix of the Contract Documents. The signs shall be posted 48 hours prior to the temporary parking removal. A sign shall be posted at the beginning of the parking removal area, the beginning of every block, and every 100 -150 feet thereafter.

Payment for notifications, construction notices, temporary construction signs, and temporary parking removal signs shall be included in the other items of work and no additional compensation will be allowed therefore, and shall include all labor and materials necessary to manufacture, install and maintain the signs and barricades.
26 City Council 18 – 90 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
SECTION 601 - TEMPORARY TRAFFIC CONTROL FOR
CONSTRUCTION AND MAINTENANCE WORK ZONES 601-1 GENERAL
Add the following to this subsection: All signs used for traffic control shall be illuminated or reflectorized when they are used during hours of darkness. All cones, pylons, barricades, or posts used in the diversion of traffic shall be reflectorized. All shall be maintained in a like new condition at all times. All signing, barricading and diversion of traffic shall be subject to the approval of the Engineer. The Contractor shall provide a telephone number at which the Contractor’s representatives can be reached in case an emergency which requires replacement or relocation of the required traffic control devices should occur.
27 City Council 18 – 91 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

1.00 SPECIAL PROVISIONS - CONSTRUCTION 1.01 ROCK PRODUCTS Alternate rock products, asphalt concrete, Portland cement concrete (PCC), and untreated base material shall be alternate rock material – Type S per Section 400 of the Standard 1.02 RELATIVE Specifications. COMPACTION TESTS The following test methods shall be used for determining relative compaction: California Test 216 California Test 231
(Sand Cone Method)
(Nuclear Gauge The Contractor will be provided with compaction test at Method) locations deemed necessary by the Engineer. If compaction fails to meet the contract specifications, then the Contractor shall make the necessary adjustments and is responsible for the cost of additional compaction tests until compaction per the specifications is met.

1.03 CLEARING AND GRUBBING Clearing and Grubbing shall be performed in conformance with the provisions of Section 300-1 of the Standard Specifications and these Special Provisions. The following is added to Section 300-1.2 Preservation of Property: Modify and/or repair existing sprinklers in project area that are damaged due to the Contractor's operation within 24 hours. 1.04 UNCLASSIFIED EXCAVATION This section shall conform to Subsection 300-2 and 300-4 of the Standard Specifications and these Special Provisions. Unclassified excavation shall consist of all excavation including sawcutting and removal of roadways, bituminous pavement, concrete pavement, pavement fabric, and the removal of curbs, sidewalks, driveways, alleys, cross-gutters, dirt, etc. as shown on the plans.

Any cores provided are included in the Appendix for reference purposes only and are not part of the contract documents. The AGENCY will not be held responsible for existing conditions that differ from any core logs that may be provided. It is the Contractor’s option to take his/her own core samples to verify the existing conditions. 28 City Council 18 – 92 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

1.05 SUBGRADE PREPARATION Subgrade preparation shall conform to Section 301-1 of the Standard Specification and these Special Provisions. On areas where unsuitable subgrade materials are encountered, such materials shall be overexcavated and replaced with either asphalt concrete or aggregate base, all as determined and directed by the Engineer. Placement of asphalt concrete or aggregate base in overexcavated areas shall be done with minimum disturbance to the subgrade. Compacting shall be done with light rolling a steel wheel roller with compaction requirement waived. Asphalt concrete shall be placed in lifts not exceeding 6 inches in compacted thickness and shall be allowed to cool for 24 hours before placing the next lift.

1.06 COLD MILLING This section shall conform to Section 404 of the Standard Specifications.

1.07 SLURRY SEAL SURFACING Emulsion-Aggregate Slurry (Type I-CSS-1h-EAS) 1. Materials - Shall conform to the requirements of Sub-Section “302-4 SLURRY SEAL SURFACING” and “203.5.4 Emulsion- Aggregate Slurry (EAS)” of the Standard Specifications except Sub-Section “203-5.4.2-.2 Emulsified Asphalt” shall be amended so that the asphaltic emulsion shall conform to the requirements for cationic emulsion grade CSS-1h (slow setting) or approved equal. The type of emulsion to be used shall be as indicated in these special provisions unless determined otherwise by the Engineer prior to slurry applications.

2. Sub-Section “302-4.5 Scheduling, Public Convenience and Traffic Control” shall be the same except for the following additions: Spreading - The application of slurry shall be scheduled to commence after 8:00 a.m., and no slurry operations shall be done after 2:00 p.m. unless otherwise approved by the Engineer. Slurry shall be sufficiently cured for vehicle traffic without tracking or damage to the surface by 3:00 p.m. on the same day. In case of damage done by vehicles and/or pedestrians upon slurry that has not been sufficiently cured by 3:00 p.m., the Contractor shall replace all of the damaged work at the Contractor’s expense and no additional compensation shall be made by the City. Final stripping shall be installed no more than ten (10) working days after placement of slurry.

3. Sub-Section “302-4.6.4 Aggregate Application Rate” and “Table 302-4.6.4.1(A)” shall be replaced with the following: Slurry Seal (Type I) shall be applied at a rate of 2,000 square feet per extra long ton (ELT).
29 City Council 18 – 93 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Emulsion-Aggregate Slurry (Type II-CSS-1h-EAS) 1. Materials - Shall conform to the requirements of Sub-Section “302-4 SLURRY SEAL SURFACING” and “203.5.4 Emulsion- Aggregate Slurry (EAS)” of the Standard Specifications except Sub-Section “203-5.4.2-.2 Emulsified Asphalt” shall be amended so that the asphaltic emulsion shall conform to the requirements for cationic emulsion grade CSS-1h (slow setting) or approved equal. The type of emulsion to be used shall be as indicated in these special provisions unless determined otherwise by the Engineer prior to slurry applications.

2. Sub-Section “302-4.5 Scheduling, Public Convenience and Traffic Control” shall be the same except for the following additions: Spreading - The application of slurry shall be scheduled to commence after 8:00 a.m., and no slurry operations shall be done after 2:00 p.m. unless otherwise approved by the Engineer. Slurry shall be sufficiently cured for vehicle traffic without tracking or damage to the surface by 3:00 p.m. on the same day. In case of damage done by vehicles and/or pedestrians upon slurry that has not been sufficiently cured by 3:00 p.m., the Contractor shall replace all of the damaged work at the Contractor’s expense and no additional compensation shall be made by the City. Final striping shall be installed no more than ten (10) working days after placement of slurry.

3. Sub-Section “302-4.6.4 Aggregate Application Rate” and “Table 302-4.6.4.1(A)” shall be replaced with the following: Slurry Seal (Type II) shall be applied over asphalt rubber chip seal at a rate of 1,000 square feet per extra long ton (ELT).

Type II slurry shall be applied between 48 hours and 7 days after the cover aggregate is placed. Slurry seal (Type II) shall be applied on the arterials at a rate of 1,350 square feet per extra long ton (ELT). Rubberized Emulsion Aggregate Slurry (REAS), Type II This section shall conform to Sections 203-5 and 302-4 of the Standard Specifications and these Special Provisions. Section 302-4.7 entitled “Rubberized Emulsion Aggregate Slurry (REAS)” of the Standard Specifications shall be modified to delete the text in Section 302-4.7.2 and replace with the following: REAS shall be mixed at a central plant conforming to 203-5.5.3. Section 302-4.8 entitled “Spreading and Application” of the Standard Specifications shall be modified to add the following: The Contractor shall remove all raised pavement markers and all striping in the Work area per Section 2.02, Striping (Traffic Stripes and Pavement Markings), of 30 City Council 18 – 94 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
these Special Provisions. Cracks shall be sealed per Section 1.11, Crack Repair and Patching, of these Special Provisions. The pavement surface shall be cleaned with a power broom to remove all loose material, silt, grass, and dirt.

The application of slurry shall be scheduled to commence after 8:00 a.m., and no slurry operations shall be done after 2:00 p.m. unless otherwise approved by the Engineer. Slurry shall be sufficiently cured for vehicle traffic without tracking or damage to the surface by 3:00 p.m. on the same day. In case of damage done by vehicles and/or pedestrians upon slurry that has not been sufficiently, the Contractor shall replace all of the damaged work at the Contractor’s expense and no additional compensation shall be made by the AGENCY. Final striping shall be installed per Section 2.02, Striping (Traffic Stripes and Pavement Markings), of these Special Provisions.

Section 302-4.9 entitled “Field Sampling and Testing” of the Standard Specifications shall be modified to add the following: Upon the Engineer’s direction, the Contractor shall slurry seal test sections within the construction limits for each batch of slurry mix. No slurry shall be applied until the test slurry sections have been approved by the Engineer. The costs of these slurry tests shall be included in the unit price for slurry seal surfacing and no additional compensation will be allowed therefore.

Section 302-4.10 entitled “Measurement” of the Standard Specifications shall be modified to add the following: Licensed weighmaster’s certificates showing gross, tare, and net weight of each truck load of slurry mix shall be submitted to the Engineer by the Contractor for 1.08 ASPHALT each working day of slurry operation. CONCRETE Asphalt concrete construction shall conform to Section 200, 203, 302 and 400 of the Standard Specifications, Section 92 of the Caltrans Standard Specifications and these Special Provisions. Coarse aggregate shall consist of material which at least 75% by weight shall be crushed particles in lieu of the requirements of Section 400- 4.2.3. Tack coat is required and the cost thereof shall be included in the price paid per ton for asphalt concrete. The required asphalt concrete mix designs shall be as follows: Base Course Leveling Course/Surface Course
Crack Filler
PG 64- 10, B3
PG 64- 10, C3
PG 64-
31 10, F
City Council 18 – 95 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
The top layer of asphalt concrete pavement shall be a leveling course that shall not exceed

0.10' in compacted thickness. The leveling course shall be applied over both cold mill and reconstruction areas concurrently. Section 302-5.5 entitled "Distribution and Spreading" of the Standard Specifications shall be modified as follows: Successive courses shall not be laid upon previously laid courses until 24 hours after the previous course was laid. Section 302-5.6.2 entitled "Density and Smoothness" of the Standard Specifications shall be modified as follows: When a 10 foot straightedge is laid on the finished surface both parallel and perpendicular to the centerline of the roadway, the surface shall not vary from the edge of the straightedge more than 1/8 inch, except at intersections or at changes of grade.

The Contractor shall construct temporary asphalt concrete ramping with a slope of 1:1 at the edge of open excavation if all of the following
occur:1. Clearance between travel lane and open excavation is less than five (5) feet,

2. Excavation depth is six (6) inches or deeper, and 3. If open excavation will last for more than 48 hours. Payment for construction and removal of temporary asphalt concrete shall be included in other items of work, and no additional compensation shall be allowed therefore. Work determined by the Engineer to conform to the requirements specified below shall be adjusted based upon the relative compaction result from each lot tested in accordance with the following table: Relativ
e
Compac tion
(Percen t)
Reduce d
Compen
sation
Factor
Relativ
e
Compac tion
(Percen t)
Reduce d
Compen
sation
Factor

95. 0

94. 9

94. 8

94. 7

94. 6

1.00 0

0.99 8

0.99 6

0.99 4

0.99 1

93. 4

93. 3

93. 2

93. 1

93. 0

0.93 8

0.93 2

0.92 5

0.91 8

0.91 0
32 City Council 18 – 96 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Relativ
e
Compac tion
(Percen t)
Reduce d
Compen
sation
Factor
Relativ
e
Compac tion
(Percen t)
Reduce d
Compen
sation
Factor

94. 5

94. 4

94. 3

94. 2

94. 1

94. 0

93. 9

93. 8

93. 7

93. 6

93. 5

0.98 8

0.98 5

0.98 2

0.97 8

0.97 4

0.97 0

0.96 6

0.96 1

0.95 6

0.95 0

0.94 4

92. 9

92. 8

92. 7

92. 6

92. 5

92. 4

92. 3

92. 2

92. 1

92. 0

0.90 2

0.89 2

0.88 2

0.87 1

0.85 8

0.84 3

0.82 5

0.80 4

0.77 5

0.70 0
Lot sizes are as described in California Test Method 375. If asphalt in a lot is accepted on the basis of a reduced relative compaction, the payment shall be adjusted by multiplying the above factors if the lots are within the range of the above table and as described elsewhere in these special provisions. Should the lot test indicate a relative compaction value of 91.9% or less, the lot shall be removed and replaced at Contractor’s sole expense.

A lot will generally be considered the area of asphalt concrete placement performed in one continuous operation in a given day unless otherwise approved by the Engineer. A lot shall consist of approved paving material from only one asphalt concrete production plant.

Should asphalt concrete from more than one source (or plant) be used in any single paving operation, the highest reference maximum density shall be used for determination of Relative Compaction. More than one paving operation (one for each source of material) may be performed if equipped as a separate operation and is approved by the Engineer.

Prior to paving the contractor shall submit a “Paving Plan” which outlines relevant items including but not limited to: estimated tonnage per day, sequence of paving, limits of pulls, locations of seams, equipment to be used, and hours of operations.

1.09 PAVEMENT FABRIC This section shall conform to Section 213 and 302-7 of the Standard Specifications and these Special Provisions. Pavement fabric shall overlap street reconstruction areas by a minimum of six (6) inches.
33 City Council 18 – 97 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

1.10 ASPHALT RUBBER HOT MIX (ARHM) This section shall conform to Section 302-9 of the Standard Specifications and these Special Provisions. Asphalt-rubber hot-mix shall be gap graded Class D (ARHM-GG-D). Provisions in Section 1.08, Asphalt Concrete, of these Special Provisions related to relative compaction requirements and various adjustments shall 1.11 CRACK REPAIR apply to this section as well. AND PATCHING After removing all loose materials from the street surface and street surface preparation, Contractor shall crack seal all transverse, longitudinal, reflective, and block cracks that are ¼" or larger with hot rubberized sealant material Polyflex Type 3 or approved equal.

Sealant shall be prepared and applied to the pavement cracks in conformance with all manufacturers’ instructions.

All cracks to be sealed shall be completely clean, dry, and free of loose material, vegetation, and any other foreign substance, which may cause the sealant not to adhere to the crack wall. Hot compressed air or other means, approved by the Engineer, shall be used to clean and dry the crack immediately prior to application of sealant. Sealant shall be applied only after the cracks and adjacent asphalt concrete surfacing have been cleaned and dried.

Sealant shall be applied with a nozzle from the bottom of the crack up to the surface in a manner, which does not result in sealant bridging or entrapping air pockets. The sealant shall be applied to a slightly overfilled condition and then leveled with a squeegee. The overband shall not exceed 1½ inches on either side of the crack.

1.12 PORTLAND CEMENT CONCRETE (PCC) PCC shall conform to Sections 200, 303 and 400 of the Standard Specifications and these Special Provisions. The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following: Test s
Test Method
Calif. 227
Requirem
Cleanness ents
Value
Individual
Test
Moving Average
70 min.*
75 min.*
34 City Council 18 – 98 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
The Sand Equivalent requirement of Section 200- 1.5.3 shall be replaced with the following: Test
s
Test Method
Calif. 217
Requirem
Sand ents
Equivalent
Individual
Test
Moving Average
70 min.*
75 * For 2500 or less class concrete, except min.* Individual Test Result and a minimum 70 Moving concrete pavement, a minimum 65 Average will be acceptable if 2500 psi
28-day strength criteria of Section 201-1.1.4 are met, at a six (6) inch slump or greater. Evaluation of Sand Equivalent and Cleanness Value results shall conform to the provisions of Subsections 200-1.4 and 200-1.5. All cement to be used or furnished on this Project shall be Type II low alkaline Portland cement conforming to ASTM C150. 1.13 CONCRETE CURBS, GUTTERS, WALKS, RAMPS, DRIVEWAY APPROACHES, ALLEY APRONS, AND CROSS GUTTERS This Section shall conform to Sections 201, 303 and 400 of the Standard Specifications and these Special Provisions. Curbs and/or gutters to be constructed shall match existing in all dimensions and shall conform to City of Santa Ana Standard Plan No. 1101. Reconstructed curb and gutters shall be constructed so the top of curb matches the sidewalk surface elevation. When the plans do not show replacement limit stations, the Engineer shall approve replacement limits. Prior to acceptance of the curb and gutter construction by the Engineer, a flow test shall be conducted by the Contractor in the presence of the Engineer.

Curb depressions for driveway approaches and sidewalk thickness across driveway shall be in accordance with City of Santa Ana Standard Plan No. 1112 in lieu of dimensions indicated in Section 303-5.1.3 of the Standard Specifications.

Alley and alley apron shall conform to City of Santa Ana Standard Plan No. 1111. All culvert openings encountered when replacing curb and gutter shall be reconstructed per City of Santa Ana Standard Plan No. 318 or 319. During construction of driveway approaches, the Contractor shall maintain access to each business at all times. In some cases, construction of one-half of a driveway approach at a time may be required. The construction of the driveway approach shall encompass the curb and gutter situated in front of the driveway, unless there is a continuous replacement of curb and gutter on both sides of the driveway approach. In such cases, the curb and gutter improvements shall be incorporated into the curb and gutter item. 35 City Council 18 – 99 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Sidewalks in the parkway designated for replacement shall be replaced at the same width as existing unless otherwise specified and shall conform to City of Santa Ana Standard Plan No. 1104. Sidewalk replacement shall include removing all existing materials below existing sidewalk to make necessary to construct new sidewalk.

Curb ramps shall conform to City of Santa Ana Standard Plan No. 1122 unless otherwise specified. All new concrete shall be placed within five (5) working days after removal of existing concrete. All concrete work shall be finished in texture, scoring, banding in generally the same manner as the adjacent existing improvements, unless 1.14 PORTLAND CEMENT specified. CONCRETE (PCC) GRINDING Grinding existing PCC curb and sidewalk shall be done as shown on the Plans. Grinding shall be done with a power-driven machine that will leave a finished surface comparable to the adjacent sidewalk surface. Excessively smooth surfaces which will become slippery when wet are not acceptable.

Unless shown otherwise on the plans, the grinding width shall be assumed to be one-foot wide. Limits of PCC Grinding shall be measured along the uplifted edge. 1.15 PORTLAND CEMENT CONCRETE (PCC) PAVEMENT CONSTRUCTION PCC Pavement and bus pads shall conform to Section 302-6 of the Standard Specifications and these Special Provisions. PCC used for street pavement and bus pad construction shall be minimum class 560-A3250. In addition to these minimum requirements, the concrete shall possess the following characteristics: • Flexural strength at 28 days:
550 p.s.i. min.
• Flexural strength at 7 days:
430 p.s.i. min.
• Compressive strength at 7
days: 2500 p.s.i. min.

All cement to be used or furnished on this Project shall be Type II low alkaline Portland Cement conforming to ASTM C150.
36 City Council 18 – 100 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Prior to the start of construction, the Contractor shall furnish to the Engineer laboratory test data for the particular mix design he will use. The data will include the following: A. A detailed concrete mix design including the type and amount of cement used; complete gradation and source of the aggregate used; the amount of water used; and B. Flexural strength test data for the same batch of any proposed admixtures. concrete used in A above showing the
compressive strength of the concrete at 3, 7, and 28 Section 302-6.4.2 entitled "Tamping" of the Standard days. Specifications shall be modified by adding the following: The outer edge of the gutter shall not be used as a side form for the mechanical tamper except where existing gutter is to remain as shown on the construction Concrete pavement for bus pads shall be installed Plans. monolithic with the PCC curb and gutter.

A 12-inch thick PCC curb and gutter shall be installed both preceding and following the proposed bus pad. Section 302-6.4.4 entitled "Final Finishing" of the Standard Specifications shall be modified as follows: Delete all reference to wetted burlap. Final finish of the pavement surface shall be textured by stiff brooming that will produce scoring perpendicular to the centerline of the street, performed at a time and in a manner to produce a hardened surface have a coefficient of friction of not less than 0.38 as determined by California Test 342. Curing to be applied immediately following brooming.

Joints in the concrete pavement shall be constructed as shown on the Jointing Plan (if provided) and described in Section 302-6.5 of the Standard Specifications except as modified herein. Sawing of the joints shall begin as soon as the concrete has hardened sufficiently to permit sawing without excessive raveling, usually 4 to 24 hours per engineer's directions. If necessary, the sawing operations shall be carried on both day and night, regardless of weather conditions.

For construction of PCC alleys, transverse weakened plane joints shall be constructed at 15 foot intervals and at power poles, manholes, meter boxes, and utility vaults. One longitudinal weakened plane joint shall be placed offset the centerline. Weakened plane joints shall be saw cut to a depth of ¼ of the pavement thickness and ¼” wide.

All joints shall be sawed before uncontrolled shrinkage cracking occurs. A standby saw shall be available in the event of breakdown. All weakened plane joints shall be sawcut to a depth equal to one fourth of the pavement thickness. Longitudinal joint spacing shall be at ten (10) feet minimum and fifteen (15) feet maximum on either side of centerline joint.

Transverse joint spacing shall be at ten (10) feet minimum and fifteen (15) feet maximum 37 City Council 18 – 101 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
for pavement, curb and gutter. Longitudinal joints shall be aligned such that they will cross manholes and water valves at centerline if possible. Transverse construction joints within 1' shall cross all manholes and water valves. Provide a weakened plane joint around the perimeter of all utility vaults.

1.16 LANDSCAPING AND IRRIGATION REPAIR This section shall conform to Sections 212 and 308 of the Standard Specifications. All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the work shall be prepared/brought to adjacent grade and restored to match existing landscaping. If there are any existing sprinkler heads and irrigation lines in the construction areas, whether on public or private property, they shall be replaced or relocated by the Contractor.

1.17 ROOT SHAVING Root shaving shall be done in accordance with City of Santa Ana Standard Plan No. 1124A at locations designated on Plans or as directed by the Engineer. Prior to shaving any tree root, the Contractor shall coordinate with the City’s Tree Maintenance Supervisor.

1.18 ADJUSTMENT OF SURFACE UTILITIES TO GRADE
General
All AGENCY-owned utility frames and covers within the area to be paved or graded, shall be set to finished grade by Contractor after construction of new asphalt concrete pavement as shown on the plans, per these Special Provisions and the Standard Specifications in 301-1.6 “Adjustment of Manhole Frame and Cover Sets to Grade” and in conformance with the City’s Standard Plans. In Portland cement concrete pavement and sidewalk areas, AGENCY-owned utility frames and covers shall be adjusted to grade prior to placement of concrete.

All other utility frames and covers shall be set to finished grade by the respective utility company. Manholes and other structures in asphalt concrete pavement shall be set to finished grade in accordance with the provisions of subsection 302-5.8 of the Standard Specifications.

Contractor shall tie out all utility locations prior to paving.

Pull Boxes When lowering pull boxes to new grade, box frame and lid shall have a minimum 4” clearance from any cabling. If necessary, Contractor shall lower conduit by redirecting conduit or removing Subgrade in box area. Cost shall be included in the price bid for adjusting to grade, and no additional allowance shall be made therefore. 38 City Council 18 – 102 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Water
Meters When adjusting water meter boxes to grade, Contractor shall replace any old concrete style boxes located within the proposed improvement areas with new polymer meter boxes per City of Santa Ana Standard Plan Nos. 1401 or 1402. AGENCY shall furnish one new meter box per service to replace concrete style
boxes. If new meter box is damaged or
broken for any reason, the Contractor shall be responsible for replacing same. Any existing polymer meter boxes that are damaged during construction shall also be replaced at the Contractor’s expense.

Water Valve Box Frames and Covers Existing AGENCY-owned water valve box frames and covers designated for adjustment to grade shall be set to finished grade with PCC collar by the Contractor per City of Santa Ana Standard Plan Nos. 1410 or 1201 as applicable, but with the following excepts as noted in these special provisions.

Prior to paving, an “ID Locator” shall be attached to each valve box or manhole frame and cover. An “ID Locator” is a rubberized marker approximately 4” high that adheres to the utility cover and pops-up after paving for easy identification and location of the respective valve box or manhole.

All valve box frame and covers shall require PCC collars and shall be adjusted to finished grade following paving operations. PCC pavement for gate collars shall conform to Sections 400, 200, 201, and 302 of the Standard Specifications and these Special Provisions. PCC used for gate collars construction shall be minimum class 560-A-3250. In addition to these minimum requirements, the concrete shall possess the following characteristics: • Flexural strength at 28 days:
550 p.s.i. min.
• Flexural strength at 7 days:
430 p.s.i. min.
• Compressive strength at 7
days: 2500 p.s.i. min.

All cement to be used or furnished on this Project shall be Type II low alkaline Portland Cement conforming to ASTM C150. At any locations where the existing riser sleeve between the valve box and the valveoperating nut is a 6” diameter pipe or smaller, the Contractor shall excavate and replace it with an 8” diameter SCH. 40 PVC pipe. Backfill around riser pipe shall be compacted to 90 percent relative compaction. The riser sleeve shall be kept clean and free of dirt or debris to provide clear access to the valve-operating nut.

AGENCY Manholes
39 City Council 18 – 103 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
AGENCY utility manhole frames and covers shall be adjusted to grade with PCC collar in accordance with the respective Standard Plans. The Contractor shall cooperate with the owners of any frames and covers and shall cover and completely protect said frames and covers with 1.19 PULVERIZE & CEMENT-TREAT EXISTING heavy plastic or other suitable material. ASPHALT CONCRETE, BASE, AND

SUBGRADE
.......................................................................................... ...........NOT USED

1.20 REMOVE EXCESS PULVERIZED MATERIAL ..........................................NOT USED 1.21 COLD IN-PLACE RECYCLING (CIR) / COLD CENTRAL PLANT RECYCLING (CCPR)
.......................................................................................... 1.22 COLD IN-PLACE RECYCLING EXPANDED ....................NOT USED ASPHALT MIX (CIREAM) NOT USED

1.23 ASPHALT- RUBBER CAPE SEAL This Section shall conform to Section 600 (chiefly, 600- 2.7) of the Standard Specifications and these Special Provisions. Gener al The construction sequence of asphalt-rubber cape seal shall be as follows: a) 3/4" asphalt-concrete leveling course shall be constructed; b) Asphalt-rubber shall be applied;
c) Cover aggregate shall be placed and rolled and loose material removed; and d) Emulsion-aggregate slurry Type II shall be applied no sooner than 48-hours and no later than 7 days after cover aggregate is applied.

Certified volume or weight slips shall be delivered to the Engineer for all materials supplied. Pavement Preparation - The pavement shall be cleaned with a power broom.

Asphalt-Rubber Asphalt-rubber shall be Type A or B per Section 600- 2. The Contractor shall submit a manufacturer's Certificate of Compliance and test reports for the asphalt and rubber. 40 City Council 18 – 104 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Asph alt The Asphalt for Types A and B shall conform to Subsections 600-2.2.4 and 600-2.2.5, respectively, and shall be viscosity grade AR-4000. Asphalt-rubber shall be placed in accordance with Section 600-2.7.4. Application shall be stopped before the distribution tank is empty to assure application does not run light. All reasonable precautions shall be taken to avoid skips at joints and to protect the surfaces of adjacent structures from being spattered or marred. Correction of any such defects shall be made at no expense to the AGENCY. Hot joints shall be made utilizing a squeegee man between the boot truck and the chip spreader to spread out or rake off overlaps or excess applications of the asphalt-rubber.

The longitudinal joint between adjacent applications of screenings shall coincide with the line between designated traffic lanes.

Just before spreading asphalt-rubber, Contractor shall provide a measure of viscosity with a Haake hand-held viscosity meter, if requested by the Engineer. Viscosity shall be as specified in the standard specifications. The distributor shall also include a tachometer, pressure gauge, volume measuring device and a thermometer. When a job delay occurs after full reaction, the asphalt- rubber may be allowed to cool. Just prior to restart of application, the material shall be reheated slowly to a temperature not less than 375 degrees F nor more than 400 degrees F. Cover Aggregate This section shall conform with Section 600-2.7.5. If the aggregate chips bounce or roll after striking the asphalt-rubber, the spreader shall be operated at reduced speed.
41 City Council 18 – 105 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

2.00 SPECIAL PROVISIONS - TRAFFIC SIGNING & STRIPING 2.01 SCOPE OF WORK The work to be done consists, in general, removal and installation of signs, posts, raised pavement markers, stripes, pavement markings and curb markings as shown on the plans and as described below. Items or details not specifically mentioned in the following SubSections that are required by the project plans, in the applicable 2018 Caltrans Standard Specifications, 2018 Caltrans Standard Plans, City of Santa Ana Standard Plans, Standard Specifications for Public Works Construction (SSPWC) or these Special Provisions shall be performed, constructed or installed.

2.02 STRIPING (TRAFFIC STRIPES AND PAVEMENT MARKINGS) This Section shall conform to the latest City of Santa Ana Standard Plans, the Caltrans Standard Plans, provisions in Section 84 of the Caltrans Standard Specifications, and these Special Provisions. A. GENERA
L All traffic stripes, crosswalks, limit lines and pavement markings shall be thermoplastic ALKYD BINDER, except for temporary striping, crosswalks and limit lines. All green bikeway markings shall be Methyl Methacrylate (MMA). MMA shall have skid resistance and be approved equal to Ennis-Flint CycleGrip MMAX or Transpo ViziGrip and comply with FHWA requirements. The application of MMA shall comply and be in strict adherence to manufacturer’s installation instructions and recommendations.

All curb markings and median island markings shall be painted using Environmental Protection Agency (EPA) compliant paint material. Paint shall be fast or rapid dry type solvent of similar or approved equal to that manufactured by Ennis or Pervo Paint Companies and shall meet all requirements of South Coast Air Quality Management District. The rate of paint to be applied shall be per recommendation of the paint manufacturer.

All pavement markings including legends, arrows, and symbols shall be per Caltrans Standard Plan A24A - A24E. All crosswalks at signalized intersections with wheelchair ramps shall be striped with a 5' diagonal (45º) cut-off at the curb return, as
shown in City of Santa Ana Standard
Plans No. 1130. Crosswalk stripes shall be 12 inches wide.

All STOP legends and limit lines at stop controlled intersections shall be installed, as shown in City of Santa Ana Standard Plans No. 1505. Limit Line stripes shall be 12 inches wide.
42 City Council 18 – 106 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
B. REMOVA
L Existing striping, pavement markings, curb marking and raised pavement markers superseded by the plans shall be completely removed. All conflicting striping within limit of project shall be removed even if not shown on the plan.

Removal of all traffic striping and pavement markings shall be by grinding. All traffic striping may be removed by wet sandblasting with the Engineer’s approval. Existing pavement markings, which are removed by sandblasting with the Engineer’s approval, shall be completely removed to the satisfaction of the Engineer. All removal areas shall be slurry sealed by rubberized slurry seal. Slurry seal shall cover from lane line to lane line unless directed otherwise by the engineer.

C. TEMPORARY STRIPING The Contractor shall install reflectorized chip seal markers (single for 4” line, double for 8” line) at 20 feet on center when on a taper or curve, and at 40 feet on center elsewhere within 24-hours after paving the street for a maximum duration of 10 calendar days. Contractor shall install temporary traffic striping, using traffic rated paint, if final thermoplastic striping has not been installed by the end of the tenth (10th ) calendar day after paving the street per City of Santa Ana Standard Plan Nos. 1125B1 & B-2 (without the raised pavement markers).Temporary traffic striping shall be in place for a maximum duration of twenty-one (21) calendar days after paving the street, thereafter, Final Striping shall be installed. All temporary traffic striping shall be installed for the proposed traffic lane line configuration and only after approval of cat-tracking by the City Engineer. Public traffic shall not be allowed on any multilane arterial street without reflectorized chip seal markers, or temporary or permanent traffic striping. Contractor shall notify the Engineer when the temporary traffic striping and/or chip seal markers are installed and shall maintain them until final striping is completely installed.

Maximum length of work zone with reflectorized chip seal markers or striped with temporary traffic striping shall not exceed 1 mile in length, unless directed otherwise D. FINAL by the engineer. STRIPING All final stripes, legends, including limit lines, shall be permanently striped within the timeframes specified in Section 2.02 C above, and during a period of favorable weather when the pavement surface is dry and above 50 degrees Fahrenheit.

Any existing striping to remain including striping on cross streets, which is disturbed during construction, shall be re-striped as necessary or as directed by the Engineer, even if not shown on the channelization plans. All striping and related roadside signage shall be in place prior to opening the lane(s) to public traffic.
43 City Council 18 – 107 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
All striping and related roadside signage shall be in place prior to opening the lane(s) to public traffic. E. THERMOPLA STICThermoplastic traffic stripes, pavement markings, crosswalks and limit lines shall conform to the provisions in Sections 84-1, “General,” and 84-2, “Thermoplastic Traffic Stripes and Pavement Markings,” of the Caltrans Standard Specifications and these special provisions.

Specifications for glass beads shall be “8010-004 (Type II).” Glass beads shall be premixed within the thermoplastic material prior to application and also applied to the surface of the molten thermoplastic striping material immediately following the application of the thermoplastic.

Thermoplastic material shall conform to the requirements of Caltrans Specification No.

PTH-02ALKYD, for Thermoplastic Traffic Striping Material, White and Yellow. The binder material shall be Alkyd. Copies of the Caltrans Specification No. PTH02ALKYD are available at the Caltrans Transportation Laboratory, Sacramento, California. Thermoplastic material shall conform to the requirements of Caltrans Specification No. PTH-02ALKYD.

Thermoplastic material for traffic stripes shall be applied by extrusion method in single uniform layer at the minimum thickness of 40 mils and not to exceed 50 mils. The Contractor shall not begin work until a written notice to proceed has been issued by the Engineer. The Contractor shall notify the City of Santa Ana - Public Works Agency Engineer a minimum of two working days prior to beginning the work to coordinate the work. A schedule of the streets to be re-striped for each day shall be provided to the Engineer one full workday prior to striping or re-striping any streets.

The Contractor shall adjust the thermoplastic application rate as necessary to achieve the thermoplastic application rate stated above prior to striping. Thermoplastic application rate tests (up to and including 5 thermoplastic application rate tests per day, including the thermoplastic application rate test at the start of each workday) may be conducted at random times and locations throughout each workday at the discretion of the Engineer.

Thermoplastic Application Rate Testing The paint application rate shall be determined by passing the striper over a metal plate while the paint application system is operating. The flow of glass beads shall be stopped while passing over the metal plate. The Engineer shall measure thickness of the applied thermoplastic immediately after application of thermoplastic on the metal plate. Striping shall not continue if the proper thickness of thermoplastic is not being applied. Adjustments and corrective measures shall be applied to insure that the correct thickness of thermoplastic will be applied. 44 City Council 18 – 108 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Testing of the thermoplastic application rate, as described above, will be required following any adjustment to the thermoplastic application rate, thermoplastic applicator nozzles, or any other thermoplastic application equipment prior to commencement or re-commencement of striping. The initial testing and re-testing of thermoplastic application rates at any location shall be considered as a single thermoplastic application rate test for the approved test location. Contractor shall provide a sample striping test for City approval prior to permanent striping.

Street sweeping of the areas to be re-striped will not be required, but obvious accumulations of loose material or debris shall be removed prior to application of paint or thermoplastic. Thermoplastic material shall be applied to the pavement at a temperature between 400º F. and 425º F., unless the manufacturer recommends a different temperature. Section 84-2.04, “Payment,” of the Caltrans Standard Specifications shall be deleted. F. RAISED PAVEMENT MARKERS Raised pavement markers shall conform to Section 85, “Pavement Markers,” of the Caltrans Standard Specifications and these Special Provisions. Reflective pavement markers shall have abrasion-resistant surfaces. 1. Removal - The contractor shall remove any existing raised pavement markers that do not conform to the channelization plans, and repair any damaged pavement due to raised pavement marker removal to maintain a smooth and uniform surface per SSPWC Section 302-5.6.2. Any missing or broken raised pavement markers shall be replaced, in kind, within the project boundaries.

2. Installation - Install raised pavement markers per the channelization plans in accordance with Section 85-1.06, “Placement,” of the Caltrans Standard Specifications and City of Santa Ana Standard Plans Nos. 1125A - 1125C.

Section 85-1.04, “Payment,” of the Caltrans Standard Specifications shall be deleted. 2.03 SIGNS (ROADSIDE SIGNS) AND MARKERS This section shall conform to Section 56-2, “Furnish Signs Panels,” of the Caltrans Standard Specifications and these Special Provisions. A. GENERA L All new signs shall be furnished and installed by the Contractor. The sign sizes, messages, and colors shall conform to the current edition of the Caltrans Sign Specifications. The sign sizes shall be the standard size shown in the Uniform Sign Chart unless shown otherwise on the plans. The sign backing material shall be anodized rolled sheet aluminum and shall be one piece with drilled holes for mounting. 45 City Council 18 – 109 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
All signs installed in parkways, sidewalks or pedestrian areas shall have a minimum of 7 feet of vertical clearance from the bottom of the lowest sign to the surrounding surface. Street name signs shall have a minimum 9 feet of vertical clearance. All signs installed in raised median areas shall have a minimum vertical clearance of 4 feet from the existing surface unless shown otherwise on the plans.

When two signs are installed on one post, the signs shall be installed in the proper standard vertical positions unless shown otherwise on the plans. Regulatory, Warning and Guide signs shall be posted above parking restriction signs. The Engineer shall determine the proper order for multiple signs. Sign panels shall not be overlapped.

If signposts are not long enough to provide standard clearance for all signs, a longer post shall be furnished and installed. Signs shall be installed at right angles to approaching traffic unless shown otherwise on the plans. In no case shall signs be installed on wood utility poles or on wood street light poles.

B. MATERIAL AND HARDWARE 1. Roadside signs shall be fabricated using 0.080-inch thick aluminum sheeting and traffic signal mastarm mounted signs shall be fabricated using 0.10-inch 2. ASTM D4956-09 Type XI (3M Diamond thick aluminum sheeting. Grade DG3 Series 4000 or equivalent) reflective sheeting shall be used for a. All Regulatory signs except the followings: parking restrictions signs. b. All Warning signs. 3. For school related signs, reflective sheeting shall be 3M Diamond Grade (Fluorescent) Series 4083 DG3 or equivalent. 4. For all other signs, including parking restrictions and Street Sweeping signs, the reflective sheeting shall be ASTM D4956-09 Type III, IV (3M High 5. Temporary or construction signs shall be Intensity Prismatic series 3930 or equivalent). ASTM D4956-09 Type III, IV (3M High Intensity Prismatic series 3930 or 6. All signs, except for temporary or construction equivalent). signs, shall have graffiti coating or film (such as 3M 1160 Overlay) as recommended by the manufacturer of the reflective material. Neither the color nor the reflective intensity of the finished sign panel shall be significantly diminished by the use of graffiti remover when used in a manner approved by Caltrans and the sheeting manufacturer.

7. All street name signs shall be manufactured and installed per City of Santa Ana Standard Plan No 1503.
46 City Council 18 – 110 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

8. The mounting hardware for all street name signs shall be Grimco 2SQF12 or BA8A12 or City approved equivalent. 9. All street names signs shall be installed with bolts through the sign into the mounting hardware. Compression type of Reflective sheeting will be applied to the sign panel installations will not be accepted. utilizing the method approved by the manufacturer of the sheeting and shall produce a durable bond equal to or greater than the strength of the reflective sheeting. No air pockets or bubbles shall exist between the sheeting and the aluminum backing. All sign panels furnished by the Contractor shall be new with no scratches or tears in the reflective sheeting.

No splice will be allowed in the sign panel reflective sheeting other than that which occurs in the manufactured roll of reflective sheeting on sign panels with a minor dimension of 48" or less. On all rectangular sign panels, the splice will be horizontal.

No finished sign panel shall have more than one (1) splice and no splice will fall within 2" of the sign panel edge. When splices do occur, the adjoining reflective sheets shall be color matched under both incident and reflective light.

Prior to sign installation the contractor will provide a Certificate of Compliance for the signs. Section 56-4.02B, Metal Posts, shall be deleted and replaced with the following paragraph: New signs shall be installed per City of Santa Ana Standard Plan No. 1504 using square tubing signpost (such as Unistrut Telspar™, UltiMate or Agency-approved equal), anchors and anchor sleeves. Anchors and sleeves shall be embedded with no more than four holes exposed and no less than two holes exposed. The signpost, anchor and anchor sleeve shall be fully perforated galvanized square 12 gauge steel tubing. The signpost shall be 2 inch square, the signpost anchor shall be 2.25 inch square (all dimensions are nominal).

Section 56-4.02C, “Wood Posts,” of the Caltrans Standard Specifications shall be deleted. Section 56-4.02D, “Laminated Wood Box Posts,” of the Caltrans Standard Specifications shall be deleted. The third paragraph of Section 56-4.02E, “Sign Panel Fastening Hardware,” of the Caltrans Standard Specifications shall be amended to read as follows: All new signs shall be installed with all new mounting hardware. All new straps, saddle brackets, nuts, bolts, and washers shall be stainless steel and tamper-proof.

Heavy duty banding straps of 0.030 shall be used. Each sign panel shall have a minimum of two rivets installed per sign. However, signs greater than 45 inches in height shall have three rivets per sign installed in the top, middle and bottom of the 47 City Council 18 – 111 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
sign. Each signpost shall utilize a minimum of two rivets to attach the sign post to the sign post anchor assembly. The fourth paragraph of Section 56-4.02E, “Sign Panel Fastening Hardware,” of the Caltrans Standard Specifications shall be deleted. C. INSTALLATION AND REMOVAL Section 56-4.03, “Construction,” of the Caltrans Standard Specifications shall be deleted and replaced with the following: The Contractor shall install new and relocate existing signs as noted on the plans, shall protect-in-place existing signs, posts and parking meters which are not to be removed, and shall replace any of these signs which are damaged during construction.

Sign to be mounted on streetlight or traffic signal poles shall be installed using the strap and saddle bracket method as shown on Caltrans Standard Plan RS-4. Sign panels on traffic signal mast arms shall be installed per Caltrans Standard Plan ES7N, Detail U. Signs mounted on streetlight poles (electroliers) shall be mounted so as not to cover electrolier identification tags.

Posts shall be installed in driven post anchors per the manufacturer’s specifications. New signs shall be installed on 10 foot posts, except a longer post shall be used if necessary to maintain a 7 foot vertical clearance from the bottom of the lowest sign to the top of the surrounding surface in pedestrian areas. Sign posts shall be installed a minimum of 6 feet from power poles, fire hydrants, and other obstructions. Sign posts shall be installed per City of Santa Ana Standard Plan No 1504.

All signs to be salvaged, as called for on the plans, shall be become property of the contractor. All posts driven sign post anchors shall be completely removed and the sign post anchor assembly hole backfilled with clean fill dirt to match the existing surrounding grade (non-paved areas only). Driven sign post anchors in sidewalk or pavement areas shall be completely removed and backfilled with grout to the level of the surrounding grade.

Sign posts with foundations in parkway area shall be completely removed and backfilled with clean fill dirt to match the grade of the surrounding area. Sign posts located within sidewalk or other paved areas, shall core drill the sidewalk and remove the sign post to below sidewalk or paving then backfilled with concrete or paving material to match the existing.
48 City Council 18 – 112 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

3.00 SPECIAL PROVISIONS - TRAFFIC CONTROL 3.01 GENERAL Street closures, detours, signs and barricades used for handling traffic shall conform to the requirements of latest edition of the “Work Area Traffic Control Handbook” (WATCH), City of Santa Ana Standard Plan No. 1125F, California Manual on Uniform Traffic Control Devices (CA MUTCD), and these Special Provisions.

Traffic control plan must be submitted and approved before starting work on any public street, except for the following temporary closures:
• Temporary single lane closure on 4 or 6-lane
arterials can be done per WATCH
handbook without submitting traffic control plan.
• Temporary two lanes closure on 6-lane
arterials may be done per WATCH
handbook without submitting traffic control plan. However, this will require prior approval from Traffic Engineer.
• Temporary closure of local streets may be done
per WATCH handbook without
submitting traffic control plan. However, this will require prior approval from Traffic Engineer.

Flashing arrow signs shall be used on streets consisting of four or more lanes or where deemed necessary by the City’s Traffic Engineering section. The flashing arrow signs shall be solar powered and left in place for the duration of the lane closure.

Temporary striping installation for traffic control shall be painted. Any existing speed limit signs or other conflicting signs in the construction zone shall be covered during construction with heavy duty black plastic (non-transparent) sheets or bags, which are secured to the sign post below the sign, with tape. In no case shall tape be applied to either front or back of any sign.

Intersections shall be kept open until work takes place within the intersection. Local vehicular and pedestrian access, including access to driveways and businesses, shall be maintained at all times. Pedestrian access (minimum 4- foot width) across both streets in an intersection must be maintained at all times.

Where parking is prohibited during construction, "TEMPORARY NO PARKING" signs shall be posted at least twenty-four hours, but no more than forty-eight hours, in advance of the work. The signs shall be placed no more than 150 feet apart on each side of the alleys, streets and parking areas and at shorter intervals if conditions warrant. The Contractor shall provide the signs and will be responsible for adding the dates and hours of closure to the signs.

No adjacent parallel street shall be constructed concurrently. 49 City Council 18 – 113 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

3.02 PROJECT PHASING AND LANE REQUIREMENTS...................................NOT USED

3.03 ADVANCED WARNING SIGNS A. CHANGEABLE MESSAGE SIGNS (CMS) The Contractor shall provide 2 solar powered CMS two weeks prior to commencement of construction. The signs shall be posted in advance of each end of the project for the duration of the project. These CMS can be LED full matrix or letter matrix or equivalent, with preferred 8” letter (minimum 6”). The overall width of the sign including the trailer shall not exceed 8’.
• Prior to the start of the construction,
display the following message: Screen 1: <PROJECT STREET NAME> CONSTR Screen 2: BEGINS xx/xx/xx
• When construction started, display
the following message: Screen 1: <PROJECT STREET NAME> UNDER CONSTR Screen 2: USE ALT ROUTE
The messages and sign location may be changed at any time as determined by the Engineer. B. STATIC WARNING SIGNS The Contractor shall post 2 static advance warning signs at least two weeks prior to commencement of construction stating: MAJOR ROAD CONSTRUCTION ON <PROJECT STREET NAME>
FROM <DATE> TO <DATE>

EXPECT DELAYS
USE ALTERNATE The signs shall be posted in advanced of each end of ROUTE the project. These warning signs shall be sized (5’ height by 6’wide minimum) to fit the above wordings with orange reflective background, black border and 7” black letters. If sign is installed on the sidewalk, there shall be enough clearance for pedestrian access underneath the sign.

The Engineer will determine sign placement and the dates.

In the event of construction delays that go beyond the posted completion date on the sign, the contractor shall keep the completion date on the sign updated on a monthly basis or as directed by the Engineer.
50 City Council 18 – 114 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

3.04 TRAFFIC CONTROL PLAN PREPARATION AND SUBMITTAL Prior to start of project, the contractor shall submit traffic control plan for approval on all construction phases and/or stages. The traffic control plan shall be prepared by registered Traffic/Civil Engineer specializing in Traffic Control. Unless directed otherwise, the traffic control plan shall conform to the format and requirements identified in the City of Santa Ana Standard Plan No. 1125F.

The submittal and review process is as follows:
• Within 1 week of receiving Award of Contract,
contractor shall meet with the City to discuss the proposed traffic control plan and construction phasing • Traffic control plans must be submitted within
4 weeks of receiving Award of Contra
ct.
• The City will review all 1st
submittal in 2 weeks.
• The City will review subsequence resubmittal with check print in 1 week. • Contractor may submit traffic control plan
for each Phase separately. • Approval of the traffic control plan may take more than 2 submittals depending on the completeness and thoroughness of the plan. • Incomplete traffic control plan will be rejected
without reviewing. The City will
not be responsible for any delay of the project due the incomplete submittal of the 3.05 traffic control plan. PAYMENT Payment for all traffic control, including but not limited to providing the CMS, preparing traffic control plan, sandblasting, barricades, temporary striping, move-ins, and the above warning signs shall be included in the other items of work involved and no additional compensation will be allowed therefore.
51 City Council 18 – 115 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.00 SPECIAL PROVISIONS - TRAFFIC SIGNAL SYSTEMS 4.01 DESCRIPTIO N This work consists of traffic signal installation or modifications and any other related work required to provide the intended operation at the locations shown on the project plans. This work shall be in accordance with the Plans, these Special Provisions, the Standard Specifications for Public Works Construction (SSPWC), Section 86 and 87 of the 2023 Caltrans Standard Specifications, the 2023 Caltrans Standard Plans, and any applicable errata (or Revised Standard Plans).

The Caltrans Standard Specifications Section 86 and 87 set forth above will control the construction materials, and construction methods for specific work relating to Street Lighting, Traffic Signal Materials and Traffic Signal Systems, except as amended by the Project Plans and these Special Provisions.

4.02 NEC CERTIFICATE REQUIREMENT NOTICE Certification is required for all persons who perform work as electricians for contractors licensed as Class C-10 electrical contractors under the Contractor’s State License Board 4.03 FURNISHING Rules and Regulations. AND INSTALLING Unless specifically called out by the plans or special provisions that a piece of equipment or material will be supplied by a third party, it is the Contractor responsibility to furnish and install all necessary equipment and material, even if not identified on the plan or in these special provisions, to provide the intended operation as shown on the plans.

4.04 SCHEDULING OF WORKThe City of Santa Ana requires that the Contractor shall pothole all pole locations to determine the proper pole type and mast arm length prior to ordering. Contractor shall be responsible for the survey required to determine the pole locations.

The City of Santa Ana will issue the notice to proceed to pothole following preconstruction meeting. All potholing is to be completed within 10 days following the issuance of the notice to proceed. Work shall be suspended following the completion of the potholing.

The contractor may order traffic signal equipment following the contract award including poles. However, the City is not responsible for any pole changes due to unforeseen utilities conflict resulting from ordering of equipment prior to potholing.

It is the intent of the City of Santa Ana that the Contractor be allowed to start construction activity at a reasonable length of time prior to delivery of equipment and following receipt of written notice to proceed. This will permit excavations, installation of conduits, pull 52 City Council 18 – 116 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
boxes and foundations in a most expedient manner, and minimize the disruption and inconvenience of an extended construction schedule. Construction, once started, shall be pursued until completion. Above ground signal work shall not commence until such time that the Contractor notifies the Engineer, in writing, of the date that all electrical materials and equipment controller assemblies, are received; and said work shall start within fifteen (15) days after said date.

No materials or equipment shall be stored at the job site (outside of the public right-ofway) until the City issues a Notice to Proceed. The job sites shall be maintained in a neat and orderly condition at all times. No materials or equipment shall be stored within the public right-of-way.

Unless noted otherwise, at least 5 working days of advanced notice shall be given (on any working day except Friday or the day preceding a legal holiday) to the Inspector for any installations of or modifications to channelization, signing, traffic signal and lighting systems. If sufficient notice is not given, the City shall not be liable for any resulting delays.

4.05 SUBMITTAL OF EQUIPMENT LIST AND DRAWINGS The contractor shall submit the followings for approval prior to the start of construction or some cases, before manufacturing: 1. Certificate (or letter from manufacturer) of Compliance to Caltrans specifications for traffic signal poles and equipment. 2. Certificate (or letter from manufacturer) of Compliance to Caltrans specifications for LED units. 3. Layout of each Reflectorized Street Name Sign. Certificate of Compliance is not required for equipment specifically called for by manufacture name and model. For new traffic signal installation, the Contractor shall supply 3 bond copies (24”x36”) of the controller cabinet schematic wiring diagrams. For simple traffic signal modification, the contractor will make necessary revisions to the existing traffic cabinet print and supply the City 3 bond copies (24”x36”) of the revised traffic cabinet print. For major traffic signal modification where revision to the existing cabinet print is not feasible, the contractor shall prepare and supply new cabinet prints as required. Materials lists, manufacturer's data, equipment brochures and operations manuals, technical data, controller cabinet wiring diagram, and all other related equipment information, shall be labeled and identified, and shall be submitted in bound booklet form. 53 City Council 18 – 117 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.06 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS The contractor shall keep the traffic signal system in operations at all times during construction except for the two switchover shutdowns described below. The traffic signal system consists of but not limited to the traffic signal and safety lights, vehicle and pedestrian detection, twisted pair interconnect cables, fiber optic cables, Emergency Vehicle and Railroad Pre-emption Systems, CCTV and/or Video Imaging Detection Systems, Wireless Communication System. The contractor is required to maintain these systems in working condition during construction by providing temporary wiring, splicing, relocating or any other necessary action. If necessary, the Contractor shall be responsible for providing temporary traffic signal modification plans prepared by a registered Traffic/Civil Engineer specializing in Traffic Signal Modifications.

1. Traffic Signal and Safety lights: Contractor shall provide temporary overhead wiring to maintain all vehicle and pedestrian signal indications and pedestrian push buttons and safety lights in operation. Maintain operation of undamaged loops where feasible. Contractor shall provide temporary traffic signal equipment (including detection devices) to maintain operations of signalized intersection.

2. Traffic Signal Fiber Optic and Interconnect Cable: Contractor shall provide temporary cable and/or splicing necessary to maintain continuous communication from the TMC to the traffic signal under construction and other traffic signals on the same fiber optic and interconnect cable.

3. Emergency Vehicle and Railroad Pre-emption: Contractor shall provide temporary wiring to maintain all pre-emption systems in 4. CCTV System: Contractor shall provide working order. temporary cable and/or splicing necessary to maintain the CCTV system in working order. 5. Temporary Video Detection: Where temporary detection is required due to road construction activity or extended overhead wiring, video detection shall be installed before construction commences to ensure continuous operation of the presence detection.

Traffic signal system shutdowns for switchover of equipment, if applicable, shall be limited to two times per traffic signal. Each shutdown period shall be limited to the hours between 9:00 AM and 3:00 PM. First shutdown is allowed for switching from the existing wiring to the temporary wiring and second shutdown is allowed for switching from the temporary wiring to the new permanent wiring. If deemed necessary by the Engineer, the contractor shall provide traffic control personnel to direct traffic during shutdown period. The Inspector shall be notified at least five (5) working days before the intended shutdowns.

The contractor shall furnish “BE PREPARED TO STOP” and “STOP” signs during any shutdown period. Two "BE PREPARED TO STOP" signs and two "STOP" signs shall be 54 City Council 18 – 118 1/21/2025

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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
placed for each direction of traffic. Sign sizes shall be 30” minimum. Locations of the signs shall be as directed by the Engineer. The contractor shall be responsible for any additional temporary wiring, which may be required on a day-to-day basis due to the construction. 4.07 TURN-ON AND FUNCTIONAL TESTING The Inspector shall be notified at least five (5) working days before the intended turn-on and provide method and schedule of turn-on procedure. The Inspector shall be notified a minimum of two work days in advance of planned connection of the new or modified traffic signal to the traffic signal communications system, if the new or modified traffic signal is to be connected to the traffic signal communications system.

All permanent striping, pavement markings, and signing shall be in place prior to beginning of the Functional Test Period for any new or modified traffic signal system. The Contractor shall complete all sandblasting, striping, pavement markings, and roadside signing installations and modifications shown on the plans prior to beginning the Functional Test Period.

The Contractor shall at his own expense, arrange to have a technician, qualified to work on the equipment listed below and employed by the equipment manufacturer, or his representative, present at the time the equipment is turned on:

1. Traffic signal controller and cabinet assembly

2. Video detection equipment (if applicable) 3. Emergency vehicle preemption equipment (if applicable)

4. Uninterruptible power supply equipment (if applicable)

5. Transit Signal Priority equipment (if applicable)
The Engineer shall be notified at least two working days prior to the beginning of the functional test period. The Functional Testing Period of the modified traffic signal system shall not be made on Friday, Saturday, Sunday, or the day preceding or following a Federal holiday. The Engineer shall be notified at least two working days prior to the beginning of the Functional Testing Period. The Functional Testing Period will not be allowed to begin without prior authorization by the Engineer.
55 City Council 18 – 119 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.08 SERVICE The Service Cabinet shall be aluminum clear anodized Type III-BF, 2 Wire 120V, wired for both traffic metered and unmetered circuits as
follows • 100A main bus with 4-circuit interior metered :
and 4-circuit interior un-metered.
• Traffic Signal Metered Circuits:
o 30A for Traffic Signal
o 30A Spare.
o 15A Spare.
• Un-Metered Circuits:
o 30A for Safety Lights.
• Type V Photo Electric Cell (PEC) with Delay
• Test Switch
In addition, cabinet and service cabinet meter shall be vinyl wrapped prior to installing in the public right-of-way as follows: a. Vinyl graphics theme and layout shall be reviewed and approved by Engineer prior to printing and installing vinyl on cabinet and service cabinet meter. b. Vinyl wrap graphics shall be printed on 3-M vinyl with Clean Slate Group graffiti resistant laminate, manufactured by Econolite or approved equivalent. c. Vinyl wrap shall be installed onto cabinet and service cabinet meter in strict adherence to manufacturer recommendations and shall be free of air bubbles, wrinkles, and/or lifted sections, edges, or corners.

The Contractor shall be responsible for all service details, coordinating and scheduling of work and necessary connections in advance of need. The City has incorporated Edison service design into the City’s plan; however, it is the contractor’s responsibility to verify the service requirement and installation prior to work.

If any discrepancy exists between the plans and Edison design, the Edison design shall take precedence. No additional compensation will be provided for the discrepancy.

Service address shall be engraved on placard per SCE requirements on both the front and back of the service cabinet door. Contractor shall obtain the necessary electrical permits from the Planning & Building Agency for service cabinet installation, inspection and electrical service authorization. The permit fee will be waived for City projects. City will provide Electrical Permit Fee Waiver Memorandum to be presented to Planning & Building Agency at the time of obtaining permit.
56 City Council 18 – 120 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.09 ADVANCED TRAFFIC CONTROLLER CABINET (ATCC)
If called for in the plans, the cabinet shall meet the following: 1. The ATCC shall meet the ATC 5301 V02.02 Advanced Transportation Controller Cabinet Standard 2019. ATCC shall be the High Voltage version meeting traditional 120 VAC service voltage to control 120 VAC low power signal heads. 2. The cabinet housing shall be a ATCC 352 enclosure with a dimension of 66 in. High x 24 in. Wide x 30 in. Deep. The color shall be an Aluminum finish, Federal Standard 595C, # 17178. The cabinet lock shall be industry standard #2 locks. 3. In addition, cabinet and service cabinet meter shall be vinyl wrapped prior to installing in the public right-of-way as
a. Vinyl graphics theme and layout shall be follows:
reviewed and approved by Engineer
prior to printing and installing vinyl on cabinet and service cabinet meter. b. Vinyl wrap graphics shall be printed on 3-M vinyl with Clean Slate Group graffiti resistant laminate, manufactured by Econolite or approved equivalent. c. Vinyl wrap shall be installed onto cabinet and service cabinet meter in strict adherence to manufacturer recommendations and shall be free of air bubbles, wrinkles, and/or lifted sections, edges, or corners.

1. The Cabinet Assembly shall consist of but not limited to the following:
a. Mounting Cage
b. Cabinet Ventilation
c. Cabinet lighting
d. Document Drawer
e. Power Distribution Assembly
f. Input Assembly (48 Channels) Vehicle Detection
g. Field Input Termination Assembly (48 Channels)
h. Output Assembly (16 Channels)
i. Field Output Termination Assembly (16 Channels)
j. Service Assembly
k. Police Door Switch Panel
l. All other associated wiring, hardware and foundation bolts.

2. Sub- Assembly Details a. ATCC Power Assembly i. SB1/SB2 and DC/Clean Power Bus shall include DB25 D-submodular socket connectors to interconnect the SB1/SB2 communication ports of the assemblies and Controller. It shall include a termination circuit 57 City Council 18 – 121 1/21/2025

CITY OF

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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
at the end of the connections to prevent radio frequency signal ii. reflection. The equivalent of a Model 2017 Cabinet Power Supply shall be incorporated in assembly. It shall include approved connector blocks for distribution of the DC power to ATC Cabinet Assemblies. The wiring for the DC voltages shall support at least 10 Amp. iii. The AC Clean Power Bus shall also include NEMA 5-15 receptacles, to provide AC Clean Power to the ATC Cabinet Assemblies, the Controller and ancillary equipment. iv. It shall accommodate one Model 2202-HV High-Density Switch Pack / Flasher Units (HDSP/FU),
b. Input Assembly (48 Channel) Vehicle Detection i. The Input Assembly shall be a 3U high rack mounted assembly providing twelve slots of 22/44 pin PCB sockets. The assembly shall accommodate two Model 2218 Serial Interface Unit (SIU) which shall be provided and mated to a DIN 96-pin connector. The SIU shall provide interface and control between the Controller and the input devices via system SB1/SB2. The Input Assembly shall house twelve 4-channel detection modules providing for a total of 48 Channels.

Input Rack Assignment
ii.

Ch. FUNCTION ØAssign
ment
Ø1
Ø1
Ch.
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 FUNCTI ON
WB LT
WB LT
SD #7
SD #8
Assign
ment
Ø5
Ø5
n/a
n/a
n/a
Ø6
Ø6
Ø6
Ø6
Ø6 Bike
Ø3
Ø3
n/a
n/a
n/a
Ø8
Ø8
1 2
WB
LT
WB
LT 3 SystemDetector
4 #1 n/a SD #2 n/a
n/a
Ø2
Ø2
Ø2
Ø2
Ø2 Bike
Ø7
Ø7
n/a
n/a
n/a
Ø4
Ø4
Ø4
Ø4
Ø4 Bike
Ø2
5 SD #3 SD
6 #9
7 8
9 Eastbound Adv
Eastbound Call
Eastbound Call
Eastbound Call
Eastbound Bike
Northboun d LT
Northboun d LT
SD #4
Westbound Adv
Westbound Call
Westbound Call
Westbound Call
Westbound Bike
Northboun d LT
Northboun d LT
SD #10
10 11
12 13
14 15
16 17
18 19
20 21
SD #5
SD #6
SD #11
SD #12 Southbound Adv
Southbound Call
Southbound Call
Southbound Call
Southbound Bike
Pedestrian Call 2
Northbound Adv
Northbound Call
Northbound Call
Northbound Call
Northbound Bike
Preemption Call A
Ø8
Ø8
Ø8 Bike
PE#3
58 City Council 18 – 122 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
22 23
24 Pedestrian Call 4
Pedestrian Call 6
Pedestrian Call 8
Ø4
Ø6
Ø8
46 47
48 Preemption Call B
Preemption Call C
Preemption Call D
PE# 4
PE#
5 PE#
c. Field Input Termination 6
Assembly (24 and 48 Channel) i. The 24-Channel Field Input Termination Assembly shall be coupled with the 24-Channel Input Assembly and shall have positions for landing 24, two-wire inputs and their associated earth ground wires.

The 24-Channel Field Input Termination Assembly shall be mounted on an Input panel on the right of the cabinet as viewed from the front side.
ii. Two (2) 24-Channel Field Input Termination Assembly shall be provide to support a total of 48 Channel
d. Output Assembly of input detection.
(16 Channels) i. The Output Assembly shall be a 3U high rack mounted assembly. The Output Assembly shall accommodate eight Model 2202-HV HighDensity Switch Pack / Flasher Units (HDSP/FU).

The Output Assembly shall accommodate one Model 2218 Serial Interface Unit (SIU) to provide interface and control via system SB1/SB2.
ii.
iii. The Output Assembly shall accommodate one Model 2212-HV iv. Cabinet Monitor Unit (CMU) Main Contactor, Stop Time Switch, Flash / Auto Switch, and v. Momentary 24 Vdc Bypass Switch. Output Rack Assignment HDSP Ch. FUNCTION 1
2 3
4 5
6 7
8 9
Ø1
Ø2
Ø3
Ø4
Ø5
Ø6
Ø7
Ø8
1 2
3 4
5 6
7 8
Overla
10 p A
Overlap B
11 Overlap C
12 Overlap D
13 Ø2 Ped
14 Ø4 Ped
15 Ø6 Ped
16 Ø8 Ped
59 City Council 18 – 123 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
e. Field Output Termination Assembly (16 Channels)
The 16-Channel Field Output Termination Assembly shall be coupled with the 16-Channel Output Assembly and shall accommodate eight Model 21H HighDensity Flash Transfer Relays (HDFTR). The HDFTRs and Flash Program Blocks (FPB) shall control and select the color (red, yellow, or dark) during ATC Cabinet flash mode. Each HDFTR position shall be labeled with the number of its associated HDSP (1-16). Each FPB position shall be labeled with the number of its associated channel (1-16). Approved Load Terminal Block receptacle shall be provide for Field Wire terminations. A minimum of two termination shall be provided for each output signal. Labels shall be provided to clearly indicate which terminals correspond to the red, yellow and green switch pack outputs.
f. Service Assembly
The Service Assembly shall be modular and shall be mounted on the left of the EIA rail when viewed from the front. It shall accommodate Cabinet Suppressor–Filter, and be provided GFCI, Circuit Breakers, terminal blocks for termination of utility AC+ and BBS landing wire terminals. g. Auxiliary Display Unit (Model 2220 ADU)
The Auxiliary Display Unit (ADU) is a modular display that provides an enhanced user interface for the ATC Cabinet Monitor Unit system. The unit provides a display function in a modular fashion for the installed cabinet monitor unit and utilizes an LED based channel output status display and a menu driven LCD display to view status, configuration, and logs. h. Electronic Components:

Each cabinet shall be provided with the following electronic components:
• Three (3) Model 2218 (SIU) Nine (9) Model 2202 High Density Switchpack/Flasher Unit –HV
• One (1) Model 2212 Cabinet Monitor –

HV (CMU)
• One (1) Model 2220 Auxiliary Display
Unit (ADU)
60 City Council 18 – 124 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE 4.1 0

4.10 TYPE 334 HUB/COMMUNICATION CABINET ASSEMBLY If called for in the plans, the Type 334 Hub/Communication cabinet shall meet the following: 1. Assembly shall meet the requirements of the Caltrans Transportation Electrical Equipment Specifications (TEES) dated March 12, 2009. The Cabinet Assembly shall consist of but not limited to the following: a. Housing #1 – Clear Anodized b. Mounting Cage #1
c. Fan and thermostat assembly
d. Service Panel #1
e. Service Panel Assembly
f. All other associated wiring, hardware and foundation bolts. 2. In addition to the Caltrans TEES requirements, the following shall be provided:
a. Cabinet Lights Each cabinet shall be equipped with two (2) fluorescent lighting mounted inside the top front and rear portion of the cabinet. A door actuated switch shall be installed to turn the cabinet lights on when either the front or rear door is opened. The door switches shall be on a separate circuit by itself; and used only to turn on the cabinet light.
b. Pullout Drawer/Cabinet Print Holder Assembly A pullout drawer shall be installed in the cabinet cage. The drawer shall be 17” long by 12” long wide by 1 ¾ in. deep. It shall have a hinged top that covers the storage box area and also provides a smooth surface to write on. c. Other Electronic Components: A Switched Rack Power Distribution Unit mounted on the Cabinet cage. This network manageable device shall allow programmable control of eight power 4.11 TRAFFIC SIGNAL outlets. Model shall be an APC Model AP7900. CONTROLLER If called for on the plans, the controller shall meet the following: Traffic signal controllers shall be an Econolite Cobalt RackMount controller complying
with the latest Caltran’s TEES requirements for operation within a 332 cabinet. Controller 61 City Council 18 – 125 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
shall be configured with Touch Screen application package and Power Connection permanently attached cable. In addition, the Controller must be preloaded with the latest release of an Econolite EOS Firmware. The City may request the controllers to be delivered to Traffic Engineering two weeks prior to any scheduled traffic signal turn on for testing and configuration without any affect upon 4.12 EXCAVATING AND the controller’s manufacturer warranty. BACKFILLING Excavating and backfilling shall conform to Section 87-1.03E, “Excavating and Backfilling for Electrical Systems,” of the Caltrans Standard Specifications and these Special Provisions. All excavated material shall be removed from the site and backfilled with compacted crushed aggregate base material topped with temporary asphalt concrete on the same working day as removed. A temporary alternative to backfilling, with permission of the Engineer, shall be the placement of steel plates with temporary asphalt concrete ramping at edges of the steel plates. Such plating shall not be allowed for more than five (5) working days, after which backfill shall be required.

Traffic signal pole foundations, sign foundation locations, tree root balls, utility potholing locations, and other excavations allowed by the Engineer, shall be backfilled in accordance with Section 19-3, “Structure Excavation and Backfill,” of the Caltrans Standard Specifications, to a relative compaction of 95 percent, or by use of the Slurry Backfill method described below. The Contractor may choose either method for backfilling any of the excavations listed above to the bottom of the existing or proposed roadway structural section, sidewalk structural section, parking lot structural section; or as directed by the Engineer. A combination of methods shall not be allowed for any individual excavation and backfill location.

Slurry backfill: Use of a one-sack cement and sand slurry provided by a commercial readymix concrete vendor. The slurry shall be placed in conformance with Section 51, “Concrete Structures,” of the Caltrans Standard Specifications and shall be placed “in the solid” and monolithic from the bottom of the excavation to the bottom of the existing or proposed roadway structural section, sidewalk structural section, or parking lot structural section; or as directed by the Engineer.

4.13 FOUNDATION S Foundations for controller cabinets, standards, posts, and pedestals shall also conform to the provisions in 56-3.01C(2), “Foundations,” and Section 87-1.03E(3), “Concrete Pads, Foundations, and Pedestals,” of the Caltrans Standard Specifications and these Special Provisions. 62
City Council 18 – 126 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
All material removed for pole foundations shall become the property of the Contractor and shall be disposed of outside the site of work by and at the expense of the Contractor. The height of foundations shall be 18” above grade for Type P cabinet and 4” above grade for Type 332 cabinet or Type ATCC cabinet. Foundation concrete shall be vibrated to eliminate air pockets. Contractor shall define exact location of all utilities in the vicinity of the new foundations, by hand digging if necessary. After all utilities are established, Contractor shall contact the Engineer for authorization of specific foundation location. Foundations shall be handdug until clear of obstructions.

Foundations for traffic signal and luminaire mast arm poles shall be constructed to ensure that the traffic signal or luminaire mast arm is
perpendicular (with a tolerance of 2 from
perpendicular) to the adjacent tangent curb face or to the alignment as shown on the plans.

Foundations that do not provide the proper alignment of the traffic signal or luminaire mast arm (as specified above) shall be completely removed and reconstructed at the Contractor’s expense. The Contractor shall verify the proper alignment of the traffic signal pole or electrolier foundation anchor bolts prior to placement of Portland cement concrete.

As included in the contract documents, the Contractor shall locate and install foundations as directed by the Engineer. No foundation shall be located within five feet of a water meter or fire hydrant. The top two inches of the concrete foundation shall be grouted after they are in position.

The exposed portions of the foundations shall be formed to present a neat appearance. Replace pavement or sidewalk in kind to match existing material, color and pattern, from score mark to score mark, after foundations have been 4.14 STANDARDS, STEEL installed. PEDESTALS AND POSTS Standards, steel pedestals and posts shall conform to the provisions in Section 56-3, "Standards, Poles, Pedestals, and Posts," of the Caltrans Standard Specifications and these Special Provisions. The Engineer shall approve the location of all standards, steel pedestals, and posts in the field, prior to installation. Contractor shall furnish all new nuts, bolts, washers, foundation anchors, pole caps, hand hole covers, and other hardware, as required to provide the intended installation, for all Contractor-furnished or relocated equipment. Nuts, bolts, washers, foundation anchors, pole caps, hand hole covers and other hardware shall comply with the Caltrans Standard Specifications, Caltrans Standard Plans, these Special Provisions, and the Plans.63 City Council 18 – 127 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.15 CONDUIT Traffic signal, interconnect communications, and roadway lighting conduit shall conform to the provisions in Section 86-1.02B, “Conduit and Accessories,” and Section 87-1.03B, “Conduit Installation,” of the Caltrans Standard Specifications and these Special Provisions.

Traffic signal conduit shall be schedule 80 PVC unless shown otherwise on the plans. SCE service conduit shall be Schedule 40 PVC unless otherwise noted. Insulated bonding bushings will be required. All conduits, excluding SCE service conduits, shall be installed at the depth not less than 42” below finished grade. Only when conduits are to be installed between adjacent pull boxes, from traffic signal pole to pull box or pull box to cabinet where the in-between distance is too short to meet the 42” depth and the 45-degree sweep requirements, the conduit may be installed at lower depth but not less than 18” below finished grade.

Unless shown otherwise on the plans, the minimum size of conduit shall be: 1. 2” between an electrolier and the adjacent pull box

2. 2” between a pedestrian push button post and the adjacent pull box

3. 2” between a 1A signal standard 4. 3” between a Type 15 signal standard 5. 3” between signal standard with mastarm and the adjacent pull box

6. 2-4” between a controller cabinet and the adjacent pull box

7. 2” for advanced inductive loop detector
runs

8. 2” between an overhead sign and the adjacent pull box

9. 4” for street crossings containing traffic signal conductors

10. 3” for traffic signal interconnect cable (SIC) only

11. 3” between pull boxes not otherwise specified
Curb terminations shall be as shown on Caltrans Standard Plan ES-5E, Type A, except that conduit shown in Caltrans Standard Plan ES-5E, Type A shall be 2” (53 mm). A Bull-Line pull tape or equivalent with a minimum tensile strength of 500 pounds shall be installed in all conduits. The ends of conduit and conduit fittings shall be provided with insulated and galvanized bonding bushings. After conductors have been installed, the ends of conduits shall be sealed with industry grade sealing compound. Conduit installation by “Trenching in Pavement Method” shall not be allowed within the traveled way of any public street without prior written authorization by the Engineer. 64 City Council 18 – 128 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
If a conduit is bored or jacked across existing sewer mains or laterals, the contractor shall conform to the following requirements: 1. Pothole to determine location and depth of the sewer mains and laterals.

2. Visual confirmation by City Inspector shall be done during the boring/jacking of the conduit across the sewer mains or laterals for any damages prior to back filling the pothole.

3. If visual confirmation is not done, the contractor shall perform Video Inspection of Sewer Mains and Laterals per the following specifications. a. Video Inspection of Sewer Mains and Laterals The contractor shall use CCTV equipment to verify that City sanitary sewer mains have not been impacted. This includes all mains that appear on the plan of construction drawings as possible points of interference, regardless of the relative elevation of the sewer and what is believed to be the elevation of the newly constructed facility.

The contractor shall use equipment specially designed and constructed for sewer inspection and televising. The camera must have light sources of suitable illumination output to provide a clear picture of the entire periphery of pipe.

The camera must be able to be rotated to a position that will assure that the total periphery of the sewer is in focus at all times, regardless of the diameter of the pipe being inspected. The camera, transport system, and other components of the video system shall be capable of producing a picture adequate for the purposes of the inspection as stated herein. Video runs showing condensation or submersion of the lens, poor or out-of-focus images, poor audio, or otherwise poor image quality shall be cause for rejection and may necessitate re-televising at the consultant’s expense if the City determines the video run is not of acceptable quality.

A cable footage counter, accurate to within one (1) foot in 1000 feet, shall be used and shall be indicated on the monitor and recorded on the video. The date of inspection, continuous forward and reverse readout of camera distance from referenced access hole, the City supplied
upstream and downstream
manhole identification number with an arrow indicating the direction of flow, the size of the pipe, the name of the street, the time of day and the project or location name as supplied by the City shall be displayed continuously on the monitor and recorded on the video. The use of non-standard or incorrectly numbered manholes by the contractor on the video overlay is cause for rejection of the digital video and any costs associated with re-videoing of the main that are necessitated by the contractor’s failure to use designated naming conventions will be borne entirely by
the contractor. The footage
relative to the center of the manhole at the start of each run shall be set to accurately reflect a center of manhole starting position of 0.00 feet regardless of where along the pipe and at what footage the run begins. All video operations 65 City Council 18 – 129 1/21/2025

CITY OF

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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
shall begin at a manhole adjacent to the most likely point of interference and unless blocked by an impassable obstruction, shall end at the closest upstream or downstream manhole or cleanout structure. Under no circumstances shall the contractor deliver to the City a video of a survey that was otherwise abandoned. If the camera cannot pass the entire sewer reach from its point of insertion, the reach shall be inspected from both directions. The consultant shall notify the City immediately of any such obstruction so that it may be repaired or mitigated by the City and/or the contractor and complete inspection of the pipe may proceed.

Television inspection of sewer mains with high volumes of flow (pipe running 1/3 full or more) may, with prior consent of the City, be done at night between the hours of 10 p.m. and 5 a.m. No added compensation shall be allowed for night work. Notwithstanding, the consultant
shall always use whatever
mechanical means are available, including modification or changing of the camera wheels or treads, to insure that the image is recorded in an upright, un-rotated position. The City reserves the right to reject any videotape where changes in the orientation of the camera could have been corrected by such modifications or by performing the work during periods of low flow.

CCTV inspections shall be delivered in an electronic format (CD/DVD) to the Engineer for review and approval. Cost for video inspection if required, shall be considered as included in other bid items. 4.16 PULL BOXES Pull boxes shall conform to the provisions in Section 86-1.02C, “Pull Boxes,” and Section 87-1.03C, “Installation of Pull Boxes,” of the Caltrans Standard Specifications, Caltrans Standard Plan ES-8, and these Special Provisions. Pull boxes' size shall be Number 6 except where shown otherwise on the plan or as directed by the Traffic Engineer. Bottoms shall be bedded in crushed rock. Pull boxes shall not be grouted. Pull boxes shall be polymer concrete reinforced with heavy-weave fiberglass and plastic lining. Pull box covers shall be lightweight (Christy Fibrelyte, or approved equal) with bolt down kit.

Pull boxes adjacent to Traffic Signal poles shall have 10 foot ground rod with ground clamp and shall be fastened to bare grounding conductor from Traffic Signal pole. New pull boxes shall not be installed within any curb access ramp. No new pull box shall be located within five feet of a water meter or fire hydrant. Replace sidewalk in-kind to match existing material, color, and pattern, from score mark to score mark after pull boxes have been installed.
66 City Council 18 – 130 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.17 CONDUCTORS AND CABLES Conductors shall conform to the provisions in Section 86-1.02F, “Conductors and Cables,” and Section 87-1.03F, “Conductors and Cable Installations,” of the Caltrans Standard Specifications and these Special Provisions. New and modified traffic signals shall utilize multiple conductor traffic signal cable conforming to the provisions in Section 86-2.08D, “Signal Cable,” of the Caltrans Standard Specifications, the plans, and these Special Provisions. Individual conductors shall not be used for new traffic signal installations or modifications of existing traffic signals unless specifically directed by the Engineer and shown on the plans. Each traffic signal pole shall be served by a single 12 CSC cable per each two vehicle phases. Each pedestrian push button or bicycle push button assembly shall be served by a single 3 CSC. The 12 CSC and 3 CSC cables shall be run continuous between terminal block terminals and traffic signal controller cabinet load switch bay terminals. Splices will not be allowed and no daisy-chaining of traffic signal cables shall be permitted.

Mastarm mounted traffic signal indications shall be connected to the side mount vehicle indication terminal box using a 5 CSC. Three section and four section vehicle indications shall use a single 5 CSC. Five section vehicle indications shall use 2-5 CSC. 5 CSC shall be run continuous between the signal indication and the side mount vehicle indication terminal box and no splicing will be allowed. Multiple indications for the same vehicle phase shall not use the same 5 CSC. Each CSC shall be labeled in a permanent, color-coded manner at the side mount vehicle indication terminal box, such that the vehicle phase and placement are noted on the cable. For example, Ø2 Inboard would indicate the cable serving the indication closest to the traffic signal mastarm pole.

4.18 WIRING Wiring shall conform to Section 86-1.02H, “Splicing Materials,” Section 86-1.02I, “Connectors and Terminals,” Section 87-1.03H, “Conductor and Cables Splices,” and Section 87-1.03I, “Connectors and Terminals,” of the Caltrans Standard Specifications and these Special Provisions.

If necessary, multiple lighting circuit conductors can be soldered and insulated by "Method B" as shown in Caltrans Standard Plan ES-13A. Conductors No. 8 AWG or larger shall be spliced by the use of “C” shaped compression connectors and soldering.

Compression-type terminals (spade or eyelet) shall not be permitted for termination on solid conductors.
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CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.19 BONDING AND GROUNDING Bonding and grounding shall conform to the provisions in Section 86-1.02F(2)(c)(ii), “Bonding Jumpers and Equipment Grounding Conductors,” of the Caltrans Standard 4.20 VEHICLE Specifications and these Special Provisions. SIGNALS Vehicle signals shall conform to the provisions in Section 86-1.02R and 87-1.03R, “Signal Heads,” of the Caltrans Standard Specifications and these Special Provisions. All new vehicle signal indications shall be 12" nominal diameter. All new signal indications shall be Light Emitting Diode (LED), as specified elsewhere in these Special Provisions. All new signal section housings shall be provided with tunnel visor and backplate. Signal section housings (Color: Green), visors (tunnel), and backplates shall be metal. All visors shall have twist-on attaching ears to facilitate installation.

The stainless steel machine screw shall have anti-seize compound (NOA-Lox or Agency approved equal) applied before installation. The door shall be equipped with a neoprene gasket, permanently secured, to prevent water from entering the terminal compartment.

Side mounted signal heads shall be mounted on the side away from the traveled roadbed.

The Contractor shall furnish and install new mounting hardware as required to provide for 4.21 COUNTDOWN the intended design and operation. PEDESTRIAN SIGNALS Pedestrian signals shall conform to the provisions in Section 86-1.02S and 87-1.03S, “Pedestrian Signal Heads,” of the Caltrans Standard Specifications and these Special Provisions. Pedestrian signal shall be LED countdown type with 9” high number (GE model PS7- CFF1-VLA or approved equal). Pedestrian signal indication housings shall be metal (Color: Green), mounted with Type Z-crate front screens. Pedestrian signal housings shall be furnished with a terminal compartment identical to that specified elsewhere in these special provisions.

4.22 LIGHT EMITTING DIODE (LED) MODULES Light emitting diode (LED) signal and pedestrian modules shall conform to the provisions in sections 86-1.02R(4)(b), “LED Signal Modules,” of Caltrans Standard Specifications and these Special Provisions. LED signal modules shall be manufactured by Dialight or Agency approved equal. 68 City Council 18 – 132 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Written warranty must be provided by manufacturer for full replacement of the module due to any failure for a minimum period of fifteen (15)
years. The LED signal module manufacturer shall provide a detailed written warranty issued by the factory of module origin with the following minimum provisions: - Modules shall, at the manufacturer’s option, be repaired or replaced if the module fails to function as intended due to workmanship or material defects within the first 15 years - from the date of delivery. Modules shall, at the manufacturer’s option, be repaired or replaced if the module exhibit luminous intensities less than the minimum specified values within the first 15 4.23 VEHICLE years of the date of delivery. DETECTORS Detectors and detector lead-in cable shall conform to the provisions in Section 86-

1.02F(2)(c)(iii), "Inductive Loop Conductors" Section 86- 1.02W, “Loop Detector Sealants,” Section 87-1.03V, “Detectors,” Section 87-1.03W, “Sealants,” of Caltrans Standard Specifications and these Special Provisions.

Loop wire shall be per City Std. Plan 1506.

All loop connection shall be in series only. All new or modified loop curb terminations shall be Type A as shown in CSP ES-5D. Curb termination conduit shall be 2” (53mm). If any inductive loop detector wires or loop detector lead-in cables are to be left unterminated in a pull box for more than a 24-hour period, the ends shall be securely taped 4.24 PEDESTRIAN PUSH and sealed with an electrical insulating coating. BUTTON ASSEMBLIES Pedestrian push button assemblies shall conform to Section 86-1.02U and 87-1.03U, “Push Button Assemblies,” of the Caltrans Standard Specifications and these special provisions. Unless shown otherwise on the plans, Pedestrian Push Button shall be Type B Pedestrian push button assembly shall be ADA compliant furnished with stainless steel tamper-proof screws. Pedestrian push button assembly shall consist of 5”x7” housing (Color:

Green), 2” ADA Moving Push Button (Color: Green, Button: Silver Stainless Steel) and Caltrans standard 5” by 7.5” R62D sign. The Pedestrian Push Button Assembly shall be installed at ADA standard height of 42”, measured from top of sidewalk to center of push button. 69
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CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
When an Accessible Pedestrian Signal (APS) system is required by the plans, the system shall conform to Section 86-1.02T, “Accessible Pedestrian Signals,” of the Caltrans Standard Specifications and these special provisions. The Contractor shall furnish and install Polara iNS2 iNavigator 2-wire system as shown on the plan. The APS system shall include Polara iNS2 INavigator 2-wire Push Button Station (iN2 5AN0-B), iCCU-S2 Control Unit (Shelf Mount Control Unit) and all necessary equipment, mounts, cabling, connectors, and any other items necessary to provide the intended operation as shown on the plans.

All exposed fasteners shall have anti-seize compound (NOA-Lox or Agency approved equal) applied before installation. 4.25 VIDEO DETECTION SYSTEM When video detection is required, the Contractor shall furnish and install rack mounted Video Detection System as shown on the plan. The video detection system shall include cameras with zoom lens with an integrated adjustable sunshield, all mounting hardware (video detector camera mounting bracket or video detector camera pole mount extension bracket), communications interface panel, detector port master, video detector cable, all associated equipment or miscellaneous fittings (cabinet wiring), labor, materials, and any other items necessary to provide the intended operation as shown on the plans. All of the video detection system components shall be current production equipment produced by the same manufacturer (for system operation compatibility purposes) unless otherwise noted herein or approved in advance by the Engineer.

The Video Detection System shall be an Econolite Autoscope Vision Video Detection System or approved equivalent.

4.26 EMERGENCY VEHICLE PREEMPTION (EVP) SYSTEM When EVP is required, the Contractor shall furnish and install a rack mounted Global Traffic Technologies (GTT) Opticom™ GPS System as shown on the plans. Phase selectors shall be 764, as shown on the plans. Radio/GPS Unit shall be Model 3100 as shown on the plans.

Radio/GPS unit shall be mounted on the traffic signal pole and shall be mounted level and extended 3 feet away from pole unless noted otherwise. The EVP cables shall be GTT Opticom™ Model 1070. EVP cables shall be labeled in a permanent, color-coded manner in each pull box and the traffic signal controller cabinet indicating the vehicle signal phase and direction. EVP cables shall not be spliced

4.27 LIGHT EMITTING DIODE (LED) LUMINAIRES All new luminaires shall be light emitting diode (LED), I.E.S. Type III distribution, full cutoff, as shown on the plans. All new luminaires shall be Leotek GreenCobra™ GCM2-40HMV-NW-3R-GY-700-PCR7-WL LED Street Light. Each luminaire shall be equipped with photoelectric control. 70
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CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Written warranty must be provided by manufacturer for full replacement of the luminaire due to any failure for a minimum period of seven (7) years. Luminaires shall, at the sole discretion of the City, be repaired or replaced if the luminaire fails to function as described in the above specifications for a period of eighty-four (84) months from date of installation.

All luminaires shall be SCE prequalified.

4.28 CONDUCTOR LABELING Conductors shall be labeled in all pull boxes and in the traffic signal cabinet.

1. Labeling Convention: a. Conductor Signal Cable shall be labeled to indicate cable size and signal phases (Ex. 12 CSC, P1&6 for 12 conductor cable, b. Detector Lead-In cable shall be label to show phases 1 & 6). detector designation per plan (Ex.

DLC 1-P2, DLC 2-P2). c. System Detection Lead-In cable (SDLC) shall be labeled to show detector designation per plan (Ex. SDLC-SD1 for system d. Signal Interconnect cable (SIC) shall be detection SD1) labeled to size and content (Ex. 12PR#19). e. Video Detection (VD) cable shall be labeled to indicate video camera and phase or power (Ex. VD-P8 for phase 8 video camera cables or VD-P8 PWR for phase f. Emergency Vehicle Pre-emption Cable shall 8 Video camera power cable). be labeled to indicate EVP and phase or power (Ex. EVP-A for EVP cable channel A or EVP-A PWR for EVP g. Closed Circuit Television (CCTV) cable shall power cable). be labeled to indicate camera or power (Ex. CCTV-1 for CCTV camera 1 or CCTV-1 PWR for CCTV 1 power h. Changeable Message Signs cable shall be cable). labeled to indicate sign or power (Ex.

CMS-1 for sign 1 or CMS-1 PWR for sign 1 i. Individual traffic signal conductor or street power cable). lighting conductor shall not be labeled in the pull boxes. Traffic signal conductor shall be labeled to show phase in the traffic signal cabinet only.
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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

2. Method of Labeling: a. In Pull
Boxes: Labels shall be produced using tape designed for outdoor use. b. In Traffic Signal Cabinet: All conductors and cables in the cabinet shall be labeled, including individual traffic signal conductors from CSC. 4.29 PHOTOELECTRIC CONTROLS The Contractor shall furnish and install Twist-Lock Electronic photoelectric controls in service pedestal except where shown otherwise on the plan or as directed by the Traffic Engineer. Photoelectric controls shall be Ripley Lighting Controls LongLife II Photocontrol or approved equal.

4.30 OVERHEAD REFLECTIVE STREET NAME SIGNS All sign layouts shall be the contractor’s responsibility and shall be in accordance to the City layout guideline. All signs shall be made in accordance with drawings furnished by the City and these Special Provisions. All sign layouts must be approved by the City prior to final production.

A. GENERA
L All items shall be new. The materials and workmanship shall be the best quality for the purpose. The contractor shall replace any sign delivered under this contract which does not conform to these specifications at no cost to the City. B. DETAILED REQUIREMENTS 1. Base Metal: The base metal substrate shall be new sheet aluminum alloy 3003-H14 or 5052- H32. The thickness of the aluminum shall be 0.05” (1 mm). The material shall be subject to inspection prior to degreasing and chromate conversion coating operations.

Alloy and temper designations shall be verified in mill test certifications.

All sign panel edges shall be shear-trimmed or roll-slit to produce neat edges and square corners. Sign panel edges shall be straight within 1/32” (1 mm) form the straight plane. Edge delaminating or incomplete coverage of the base metal 72 City Council 18 – 136 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
substrate up to and coincident with the cut edge of the sign panel shall be sufficient basis for rejection of the entire sign panel. All treatment tanks and/or spray-applied systems must be performed on the contractor premises, to ensure proper adhesion of reflective sheeting materials. All treatment tanks or spray-applied systems shall be charged with fresh chemicals at least once a year. If pretreatment is performed by immersion methods, the tanks must be sufficient size to accommodate the complete panel. Titration equipment shall be available for the inspectors to check the solutions strengths. The cleaned and coated base metal shall be handled only by a mechanical device or by operators wearing clean cotton or rubber gloves. After cleaning and coating operations, the panels shall be protected at all times from contact or exposure to grease, oils, dust or other contaminates.

The front and back surfaces of the aluminum base metal shall be cleaned, deoxidized, and coated with a light tightly adherent chromate conversion coating free of any powdery residue. The base metal pretreatment process shall be in conformance with Section 5, “Recommended Processing methods” of ASTM Designation B-449. The coating weight shall be 30-100 mg/sq.ft. (285-950 mg/sq.m.), A class 1 coating.

2. Sign Message and Reflectorized Material: Sign panels with identical legends shall be displayed on both sides of the sign frame unless otherwise indicated. Letter size, style, spacing, arrows, and figures shall conform to the current standards established by Caltrans. a. The legends or street name shall be 8” (200 mm) upper case and 6” (150 mm) lower case. Series D shall be used.
b. Street suffixes and block number will be 4” (100 mm). Series D shall be used. c. 1” (27 mm) border.
d. Message layout shall be per attached drawing. Side margins and spacing may be compressed when necessary to stay within sign length. 3M Diamond Grade DG3 Series 4000 or equivalent shall be used on both fore and background with anti-graffiti overlay that has UV inhibitors. The standard color shall be white legends, letters, borders, etc., on a
screened green background.

No cut out legends, letters or border shall be used.

Signs shall have graffiti coating or film (such as 3M 1160 Overlay) with UV inhibitors as recommended by the manufacturer of the reflective material. Neither the color nor the reflective intensity of the finished sign panel shall be significantly diminished by the use of graffiti remover when used in a manner approved by Caltrans and the sheeting manufacturer. 73
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CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

3. Sign Frame & Panel Construction: The width or the sign shall be 18” (450 mm). Length to be determined by the text and shall not be less than 48” (1200 mm) or more than 96” (2400 mm). a.

Frames: The frame shall be aluminum channel extrusion, 1.25” x 1.25” x .125” (35 x 35 x 3 mm) wall thickness. Alloy 6063-T5. All joints of the aluminum channel shall be welded with an inert gas shielded-arc welding process using 4043 electrode filler wire in accordance with good shop practice. The width of the filler wire shall be equal to the wall thickness of the channel being welded.

The top of the frame will have two 2” x 2” x .250” (53 x 53 x 6 mm) wall thickness channel members welded and fastened to the frame with stainless steel bolt, washer, lock nuts and cotter pins. The adjustable swing assembly will be attached to these members.
b. Assembly
: A sign panel shall be fastened to both sides of the channel frame to make a double-faced unit. Each sign panel must be a continuous sheet, no vertical or horizontal splices to make up one panel. The sign panels shall be affixed to the frame with 3/16” (5 mm) diameter blind pop rivets, alloy 5052, or a type approved by the City. They must be aluminum approved. The exposed face of the rivet shall be of similar shade and compatible with face color of the finished sign. The rivets shall be placed through the face of the sign with the wall of the channel placed against the back of the sign panel. Rivets shall be placed no closer than ½” (13 mm) from the edge of the sign panel and a maximum of 8” (200 mm) apart from one another.

All rivets must penetrate the web of the channel frame for proper grip strength between sign panel and frame.

The swing hinge is attached to the 2” x 2” (53 x 53 mm) channel member with a ¼” (7 mm) stainless steel bolt and bronze bushing, and then secured with any- 4. Mounting lock nut. Assemblies: The top of the sign frame shall have two free swinging mounting brackets. They shall be of all aluminum, bronze, and stainless steel parts. The 5” (125 mm) long stainless steel bolt for fine adjustments shall have nuts and lock washers, or selflocking nuts and cotter key. Dampening springs are required. The bracket assembly shall permit the sign to swing perpendicular to the support hardware. 74 City Council 18 – 138 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
The aluminum mounting brackets shall be adjustable (MD Solutions Inc.

Oscillating Mast Arm Bracket-Adj or equivalent). When installation of the sign to the mast arm is complete, the sign should swing freely 90 degrees in both directions when moved 5. by the installer. Finish: The finished sign shall be flat within a ratio of 0.40” (10 mm) per linear foot when measured across the plane of each panel from opposite corners or at any location on the panel. All finished signs shall have a smooth flat surface without defects or objectionable marks of any kind on either the front or the back faces. All letters and designs shall be clearly cut and sharply defined.

The appearance of the sign face shall be uniform throughout and shall be free of wrinkles, gel, hard spots, streaks, extrusion marks, air bubbles or blemishes that may impair the serviceability, detract from the general appearance or colormatching of the sign when viewed from a distance of twenty-five (25) feet (7.5 m).

The finished sign shall be clean and free from all burns, sharp edges, loose rivets and aluminum marks. Signs with any defects or damage that affect their appearance and serviceability will not be acceptable. All metal parts shall be fabricated in a uniform and quality workmanlike manner with all sign surfaces and edges free of defects. No repairs shall be made to the face sheet without the approval of the City inspectors.

4.31 REMOVING, REINSTALLING, OR SALVAGING ELECTRICAL EQUIPMENT Salvaging and stockpiling electrical equipment shall conform to the provisions in Section 15, “Existing Facilities,” of the Caltrans Standard Specifications and these Special Provisions. When called for on the plan, salvaged equipment shall be delivered to the City of Santa Ana Public Works Agency Maintenance Yard, Santa Ana. The Contractor shall notify the City a minimum of two working days prior to delivery of salvaged equipment.

Existing equipment removed and not to be reused or salvaged to the City of Santa Ana shall become the property of the Contractor and shall be removed from the site by the Contractor. The Contractor shall provide all labor, equipment, and materials necessary to remove, salvage, transport, and dispose of equipment not reused.

All reused or relocated vehicle and pedestrian heads shall be painted to match new equipment color.
75 City Council 18 – 139 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

4.32 COMMUNICATION CABLES
A. SIGNAL INTERCONNECT CABLE
This work shall be in accordance with the Plans, Section 86-1.02F(3)(d)(v), “Signal Interconnect Cables,” of the Caltrans Standard Plans & Specifications and these Special Provisions. Signal Interconnect Cable (SIC) shall be AWG#22 and conform to IMSA Specification 40-2, REA Specification PE-39 and the following: SIC shall not be spliced unless shown otherwise on the plan. The number of pairs to be provided shall be as shown on the plans. The ends of unused SIC conductors shall be folded back and taped securely to the cable Where splicing is required, the Contractor is responsible for supplying the splice closures and all accessories including bond connectors and proper end plates to provide splices as recommended by the manufacturer. Manufacturer recommended lubricant shall be applied to the cable to reduce friction between the cable and the duct. Mechanical aids and pulling cable or ropes shall be used as required. Personnel shall be stationed at each cabinet, splice vault and/or pull box through which the cable is to be pulled to observe and lubricate the cable. At ast ten feet of slack shall be provided at each pull box. The shield shall be grounded at each trunk splice and at every terminus point. The cable shall be securely fastened in-place within pull boxes, vaults, and/or cabinets. The cable shall not be stressed beyond the Manufacturer's minimum bending radius at any time. All exposed cable ends shall be protected from moisture ingress. Following installation of the cable in the duct, all duct entrances at pull boxes, vaults and cabinets shall be sealed with duct sealing compound to prevent the ingress of moisture, foreign materials, and rodents. Cable markers shall be used to identify the cable and pair-count. The Contractor is responsible for all testing and documentation required to establish approval and acceptance of the production, installation and operation of fabrication materials and installation hardware. The following identifies the specific quality control requirements for this specification.
76 City Council 18 – 140 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Cables shall be tested at the factory to ensure the cable complies with the specifications. Reels of cable shall be tested for insulation breakdown and continuity prior to installation in ducts. As a post-installation check, the Contractor shall measure the continuity and insulation breakdown of the cable pairs in each length of cable after installation, prior to connection. The Contractor shall measure these parameters on a minimum of two pairs selected by the Engineer. The same pairs shall not be measured on consecutive lengths.

The Contractor shall record the reel number from which the cable came, the identification of the pairs measured, and the results of continuity and insulation tests. The Contractor shall carry out system integration testing to ensure that the twisted-pair cables perform as specified when used in operation with equipment installed under the contract. Where splicing is required inside the pull box or splice vault, the Contractor is responsible for supplying the splice kits and all accessories including bond connectors and proper end plates to provide splices as recommended by the manufacturer. Unless noted otherwise, splice kit shall be COYOTE Series manufactured by Performed Line Products, www.preformed.com. All splicing shall be done by the Contractor, the City will supply necessary wiring information or splicing diagram.

Individual wire splicing shall be done using weather resistant connector (AMP Picabond Connector. B. FIBER OPTIC CABLE This work consists of installation of Single Mode Fiber Optic Cable per plan. This work shall be in accordance with the Plans, Section 87-19, “Fiber Optic Cable Systems,” of the Caltrans Standard Plans & Specifications and these Special Provisions. Each fiber optic cable for this project shall be Corning Cable Systems, ALTOS Lite Gel-Free Cables, Single-Jacket/Single-Armor type, loose tube and contain single mode (SM) dual-window (1310 nm and 1550 nm) fibers as shown on the Plans and shall conform to these special provisions.

The drop cables shall be connectorized with SC connectors in the cabinets. This shall require additional aramid strength members in the cable or the use of furcation tubing at the terminus.
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CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

1. Quality Assurance Provisions Documentation of factory test results shall be provided to the Engineer for approval prior to shipping. The attenuation of 100 percent of the fibers shall be tested by the Manufacturer and certified as satisfying the requirements of this specification. A copy of the test results for each fiber in the cable shall be provided with each reel of cable.

Attention is directed to "Fiber Optic Testing," elsewhere in these special provisions. The Contractor shall furnish a Manufacturer's certification that the fiber optic cable materials proposed for use on this project will meet all applicable special provisions. The material shall not be installed in the field prior to the Engineer's approval.

2. Installation Installation procedures shall conform to the procedures specified by the Manufacturer of the specific cable being installed. Prior to installing the optical fiber cable, the Contractor shall test the cable on the shipping reel. The Contractor shall submit the manufacturer's recommended procedures for pulling the fiber optic cable to the Engineer for review and approval at least 20 working days prior to installing cables. Mechanical aids may be used to assist cable installation. A tension measuring device or break away swivel shall be placed between the end of the cable grip and the pull rope, to ensure that the tension does not exceed 80 percent of recommended tension or 2225 N, whichever is less.

The cable grips for installing fiber optic cable shall have a ball bearing swivel to prevent the cable from twisting during installation.

The fiber optic cable shall be installed using a cable pulling lubricant recommended by the fiber optic cable and/ the innerduct manufacturer and a non-abrasive pull tape conforming to the provisions described under "Conduit" elsewhere in these special provisions. Contractor’s personnel shall be stationed at each splice vault and pull box through which the cable is to be pulled to lubricate and prevent kinking or other damage.

During cable installation, the bend radius shall be maintained at a minimum of 20 times the outside diameter of the cable. Splices shall only be allowed at cable transitions, such as, changes in the size of cables or at entry points for drop-cables. Splice closures shall be required at every junction point and at every device being serviced by the fiber optic cable as indicated on the fiber optic conductor schedules. At each splice closure, all useable fibers in the cable shall be continuously spliced as indicated on the plans. The end78 City Council 18 – 142 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
to-end attenuation of the completed cable plant shall not exceed 8 dB from the termination point of the fiber to the City of Santa Ana Traffic Management Center.

A minimum of 15 feet of slack shall be maintained on either side of any splice enclosure.

Following installation of the cable in duct, all duct entrances in cabinets, pull boxes and vaults shall be sealed with duct sealing compound to prevent the ingress of 3. moisture, foreign materials and rodents. Splicing All fiber optic splices shall use the fusion method. The mean bi-directional splice loss of any splice shall not exceed 0.15 dB. The termination splices shall connect the fiber optic cable span ends with pigtails.

The termination splices shall be placed in a splice tray. The individual fibers shall be looped one full turn within the splice tray to avoid bending losses. A 2-inch minimum bending radius shall be maintained during installation and after final assembly in the optical fiber splice tray. Each fiber shall be individually restrained in the splice tray. The optic fibers in buffer tubes and the placement of the optical fibers in the splice tray shall be such that there is no discernable tensile force on the optical fiber.

All splices shall be protected with a thermal shrink sleeve or approved equivalent.

All fibers shall be labeled in the splice tray with permanent vinyl markers. Pigtail ends shall also be labeled to identify the destination 4. Field Splice of the fiber. Closures Where splicing is required inside the pull box or splice vault, the Contractor is responsible for supplying the splice closure and all accessories including bond connectors and proper end plates to provide splices as recommended by the manufacturer. Unless noted otherwise, splice closure shall be Corning Splice Closure part number SCF-6C22-01-72. All splicing shall be done by the Contractor, the City will supply necessary splice detail information or splicing diagram.

5. Connector
s The fiber optic connectors shall be the ceramic ferrule SC type for single mode applications. All fiber optic connectors shall be the 2.5 mm SC connector ferrule type with Zirconia Ceramic material with a PC (Physical Contact) pre-radiused tip. 79 City Council 18 – 143 1/21/2025

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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Field terminations shall be limited to splicing of adjoining trunk cable ends and pigtail breakouts. The pigtails shall utilize factory 6. Fiber Optic installed SC connectors. Testing a. General Testing shall include the tests on elements of the passive fiber optic components: (1) at the factory, (2) after delivery to the project site but prior to installation, (3) after installation but prior to connection to any other portion of the system, and (4) during final system testing. All active components shall be tested after installation. The Contractor shall provide all personnel, equipment, instrumentation and materials necessary to perform all testing. The Engineer shall be notified in writing a minimum of two working days prior to all field tests. The notification shall include the exact location or portion of the system to be tested.

Documentation of all test results shall be provided to the Engineer for approval within two working days after the test involved. The Contractors attention is directed to "As-Builts" elsewhere in these special provisions, regarding the requirements for recording test results.

Attenuation tests shall be performed with an OTDR capable of recording and displaying anomalies of 0.2 dB as a minimum. Single mode fibers (SM) shall be tested at 1310 nm and 1550 nm. The OTDR shall have a printer capable of producing a verifying test trace with fiber identification as shown in the sample "Link Loss Budget Work Sheet", numerical loss values, the date and the operator's name. It shall also have a DOS based 3.5 inch-disk recording capability that has associated software to do comparisons and reproductions on 8.5 inch x 11 inch paper, via a personal computer.

Prior to arrival of the cable, the Contractor shall provide detailed test procedures for all field testing to the Engineer. The procedures shall include the tests involved and how the tests are to be conducted. These test plans shall be subject to the approval of the Engineer. The procedures shall include the tests involved and how the tests are to be conducted. Included in the test procedures shall be the model, manufacturer, configuration, calibration and alignment procedures for all proposed test equipment.
b. Factory Testing Verification of the fiber specifications as listed in the Fiber Characteristics Table shall be supplied by the Manufacturer with the appropriate documentation. After cabling, before shipment but while on the shipping reel, 100 percent of all fibers shall be tested for attenuation. Copies of the results 80 City Council 18 – 144 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
shall be (1) maintained on file at the Contractor's, Manufacturer's and Owner's place of business with a file identification number for a minimum of 10 years, (2) attached to the cable reel in a waterproof pouch, and (3) submitted to the Contractor and to the Engineer prior to the delivery of the cable to the job site. c. Arrival On Site The cable and reel shall be physically inspected by the Contractor on delivery and 100 percent of the fibers shall be tested with the OTDR for attenuation to confirm that the cable meets requirements. Test results shall be recorded, dated, compared and filed with the copy accompanying the shipping reel in a weather proof envelope. Attenuation deviations from the shipping records greater than 5 percent shall be brought to the attention of the Engineer in writing. The cable shall not be installed until completion of this test sequence and written approval by the Engineer is received. Copies of traces and test results shall be submitted to the Engineer. If the OTDR test results are unsatisfactory, the reel of fiber optic cable shall be considered unacceptable and all records corresponding to that reel of cable shall be marked accordingly. The unsatisfactory reels of cable shall be replaced with new reels of cable at the Contractor's expense. The new reels of cable shall then be tested to demonstrate acceptability. Copies of the test results shall be submitted to the Engineer for approval. d. After Cable Installation After the fiber optic cable has been pulled but before breakout and termination, 100 percent of all the fibers shall be tested for continuity. Test results shall be recorded and dated. Any segment of cable that does not meet specifications shall be replaced with a new segment, without additional splices, at the Contractor's expense. The new segment of cable shall then be tested to demonstrate acceptability. Copies of the test results shall be submitted to the Engineer for approval.
e. Outdoor Splices At the conclusion of splicing operations at one location, and before the closure is sealed, all splices shall be tested with the OTDR, in both directions. Splice segments shall be tested at 1310 nm and at 1550 nm. The mean bi-directional loss of individual splice losses shall not exceed 0.2 dB. Measurement results shall be recorded, dated, validated by the OTDR trace printout and filed with the records of the respective cable runs. Copies of traces and test results shall be submitted to the Engineer. If the OTDR test results are unsatisfactory, the splice shall be unacceptable. The unsatisfactory splice shall be replaced at the Contractor's expense. The new splice shall then be tested to demonstrate acceptability. Copies of the test results shall be submitted to the Engineer for approval.
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CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
f. System Verification at Completion
a. OTDR Testing Once the passive cabling system has been installed and is ready for activation, 100 percent of the fiber links shall be tested with the OTDR for attenuation. Test results shall be recorded, dated, compared and filed with previous copies. Copies of traces and test results shall be submitted to the Engineer for approval. If the OTDR test results are unsatisfactory the link shall be replaced at the Contractor's expense. The new link shall then be tested to demonstrate acceptability. Copies of the test results shall be submitted to the Engineer for approval.
b. Test Failures If during any of these system verification tests, the results prove to be unsatisfactory, the fiber optic cable and or defective splice enclosures will not be accepted. The unsatisfactory components shall be replaced at the Contractor's expense. The new segment of cable shall undergo the same testing procedure to determine acceptability. Copies of the test results shall be submitted to the Engineer for approval. The removal and replacement of a segment of cable shall be interpreted as the removal and replacement of a single contiguous length of cable connecting two splices, two connectors, or a splice and a connector. The removal of only the small section containing the failure and therefore introducing new unplanned splices will not be allowed.

4.33 CLOSED CIRCUIT TELEVISION (CCTV) SYSTEM When CCTV system is required, the Contractor shall furnish and install Axis Q6315-LE PTZ Network Camera as shown on the plan. The CCTV system shall consist of camera/pan-tilt assembly, mounting, cables, conductors and wires, control software and video management system licensing.

1. Mountin
g The Contractor shall mount the integrated camera/position unit on existing traffic signal pole as shown on plans and per manufacturer’s recommendation. The Contractor shall verify the mounting requirements of the integrated camera/position unit, and the suitability of the approach depicted in these plans. The Contractor may request approval for alternate mounting details by submitting a shop drawing signed by a registered Engineer.

2. Video Cable The Contractor shall furnish and install manufacturer recommended Outdoor CAT-6 Ethernet cable with IP66-rated connectors and incidental hardware from the camera to 82 City Council 18 – 146 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
an Ethernet switch in the cabinet to establish circuit continuity. The cable shall be installed without damaging the conductors, dielectric or jacket. The cable assembly shall not be kinked or bent tighter than the Manufacturer's recommended bending radius.

3. Testing The Contractor shall test and document the installation and operation of all material, equipment, cables and connectors for continuity, shorts or grounds. The Contractor shall also carry out system integration testing to ensure that the video interface and camera interconnect wiring performs to the specified standards when used in operation with all other devices installed under the contract.

4. Warranty The Contractor shall provide a warranty for all equipment installed or modified under these projects for the extended warranty period provided by the manufacturer. The warranty shall be 12 months from the time the Agency accepts the Project. The warranty on all parts and equipment used on these projects shall be provided by the manufacturer or agent of the equipment. The Contractor shall provide, at no cost to the Agency, all labor, materials, testing, and equipment required restoring the system to its fully operational condition. Following this warranty period, the Contractor shall assign to the Agency the balance of the manufacturer’s warrantees or guarantees on all electrical and mechanical equipment of the system.

4.34 IP COMMUNICATION SYSTEM When required by the plan, the contractor shall supply and install necessary equipment to establish communication via IP addressing between the City Advanced Traffic Management System (ATMS) and existing field devices or field devices being installed. - Etherwan Hardened-Managed Fiber Optic Ethernet Switch – EX78934X-0VB w/ Hardened - Power Supply (Quantity= 1)
-
-
-
-
Etherwan Hardened 1G BASE SFP Fiber Transceiver – SFPGIS20M (Quantity= 4) Corning Cable Systems Closet Connector Housing CCH01U (Quantity= 2) Corning Splice Tray (Quantity= 2)
Corning SC Duplex Connector Panel – CCH-CP12-59 (Quantity= 2) Fiber Optic Patch Cord – duplex, single-mode – SC to LC connectors – 3 meters (Quantity=
4)
- CAT-5 Patch Cord - 2
meters (Quantity= 4)

4.35 PAYMENT
Payment for any items of work required by the plans, the specifications or other reference documents that are not covered by a contract bid item shall be considered as included in other bid items.
83 City Council 18 – 147 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Payment for traffic signal work shall be included in the lump sum or unit price paid for Traffic Signal Modification or Installation except for other listed contract bid items. The prices paid for traffic signal system modification or installation shall include full compensation for furnishing all labor, materials, testing, tools, equipment and other incidentals for work as shown on the plans, in the Specifications, and Special Provisions, and no additional compensation will be allowed.
84 City Council 18 – 148 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

5.00 SPECIAL PROVISIONS - IRRIGATION, LANDSCAPING, & MAINTENANCE PERIOD ..........................................................................................

6.00 SPECIAL PROVISIONS - SANITARY .................NOT USED SEWER IMPROVEMENTS 6.01 OPEN TRENCH OPERATIONS, EXCAVATION, BEDDING, AND BACKFILL Open trench operations, excavation, bedding and backfill shall conform to the applicable provisions of Section 306 of the Standard Specifications and these Special Provisions. All trenches shall be base paved with hot mix or covered with steel traffic plates recessed and flushed with existing pavement at the end of each working day. No temporary pavement will be allowed. Trenching operations shall not be allowed on more than one street at any time. Work shall not be allowed in more than one intersection at any one time. The third paragraph of Subsection 306-1.1.1 of the Standard Specifications is hereby deleted and replaced as follows: Excavation shall include the removal of all excess excavated materials and all water and materials of any nature which interfere with the All pavement removals shall be sawcut unless, construction work. approved otherwise by the Engineer prior to commencement of work. All removed pavement and excess excavated material shall be immediately disposed of off the project site at a legal dumpsite at the Contractor's expense. Pipe bedding: Unless otherwise specified or shown on the plans, for VCP sewer the pipe bedding material shall be ¾” crushed rock; if installed in high groundwater conditions the bedding material shall be ½” crushed rock wrapped in geofabric (Mirafi 140N or approved equal). For PVC and ductile iron pipe sewers, the pipe bedding material shall be imported SE-30 sand.

Pipe Zone Backfill: Unless otherwise specified or shown on the plans, for VCP sewer, the pipe zone backfill material shall be ¾” crushed rock; if installed in high groundwater conditions the pipe zone backfill material shall be ½” crushed rock wrapped in geofabric (Mirafi 140N or approved equal.) For PVC and ductile iron pipe sewers, the pipe zone backfill material shall be imported SE-30 sand.

Trench Zone Backfill: The trench zone backfill shall be Class II aggregate base. 85 City Council 18 – 149 1/21/2025

CITY OF

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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Pipe bedding and trench backfill shall be accomplished in accordance with the City of Santa Ana Standard Plan No. 1150, these Special Provisions, and the trench details on the construction drawings. For VCP sewers, the pipe zone and bedding material shall be ¾- inch crushed rock. For VCP sewers in high groundwater conditions, the pipe zone and bedding material shall be ½” crushed rock wrapped in geofabric (Mirafi 140N or approved equal). For PVC pipe and ductile iron pipe sewers, the pipe zone and bedding material shall be imported SE-30 sand. The trench zone backfill shall be Class II aggregate base.

All material tickets (i.e. Sand, Class II Base, Crushed Rock, Asphalt, Concrete, etc.) shall be given to the City Inspector on a daily basis. No backfill shall be placed until the sewer pipe laid has been approved by the City Inspector. Crushed rock products shall be in accordance with subsection 200-1.2 and Table 200-

1.2(A) of the Standard Specifications. The seventh and eighth paragraphs of Subsection 306- 1.3.1 of the Standard Specifications are hereby deleted and replaced with the following: Rocks greater than 4 inches in any dimension will not be permitted in backfill placed between 1-foot above the top of any pipe and 1-foot below pavement subgrade. Backfill around sewer manhole and structures shall be sand placed a minimum of 2' laterally around structure and backfilled to The following test methods shall be used for subgrade. determining relative compaction: California Test 216 California Test 231
(Sand Cone Method)
(Nuclear Gauge The Contractor will be provided with compaction test at Method) locations deemed necessary by the Engineer. If compaction fails to meet the Contract Specifications, then the Contractor shall make the necessary adjustments and is responsible for the cost of additional compaction tests until compaction per the specifications is met. All trench and structure backfill sand, crushed rock and Class II aggregate base and native material shall be compacted to 95% of maximum density at optimum moisture. If any trench, through the neglect of the Contractor, is excavated below the grade required by the plans and these Special Provisions, it shall be refilled to grade with additional bedding.
86 City Council 18 – 150 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

6.02 IMPORT BACKFILL MATERIAL Imported backfill shall conform to the applicable provisions of Section 306-1.3.7 of the Standard Specifications and these Special Provisions Imported backfill shall be clean soil, free from organic material, trash, debris, rubbish, broken Portland cement concrete, bituminous materials, or other objectionable substances. The Contractor shall dispose unsuitable material to an approved facility.

6.03 EXISTING UTILITIES AND ADJUSTMENTS IN GRADE All existing utilities shall be protected in place, unless otherwise noted on the plans. The Contractor shall be responsible for any damage to existing utilities as a result of his operations. The location of existing utilities as shown on the plans was obtained from a search of available records. It shall be the Contractor's responsibility to notify the respective utility owners and Underground Service Alert (811) to determine the exact field location of all utilities shown or not shown on the plans, which may conflict with his operations.

Potholing of existing utilities, points of connection and service connections to determine exact depth and field locations shall be the responsibility of the Contractor.

The Contractor shall determine the location and depth of all utilities including service connections and points of connection, which may affect or be affected by its operation, three (3) weeks in advance. In the event of any conflicts the Engineer shall be immediately notified.

City owned utility frames and covers for survey monuments, water meter, water valves, traffic signal and street light pull boxes, and manholes within the area to be paved or graded, shall be set to finish grade by Contractor after construction of new pavement. In Portland cement concrete pavement and sidewalk areas, City utility frames and covers shall be adjusted to grade prior to placement of concrete. Contractor shall supply new sewer manhole frame and covers, sewer cleanout frame and covers, concrete rings and water valve pot frame, canister and lids per City of Santa Ana Standard Plans.

Prior to paving, an "I.D. Locator" shall be attached to each valve box or manhole cover.

An "ID Locator" is a rubberized marker approximately 4" high that adheres to the utility cover and pops-up after paving for easy identification and location of the respective valve box or manhole. Contractor shall measure and tie-out locations of manholes and water valves prior to paving.

6.04 LANDSCAPING AND IRRIGATION REPAIR This section shall conform to Sections 212 and 308 of the Standard Specifications and these Special Provisions.
87 City Council 18 – 151 1/21/2025

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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the work shall be prepared/brought to adjacent grade and restored to match existing landscaping. If there are any existing sprinkler heads and irrigation lines in the construction areas, whether on public or private property, they shall be replaced or relocated by the Contractor.

6.05 PORTLAND CEMENT CONCRETE (PCC) CROSS GUTTER This work shall consist of replacing PCC cross-gutter from the spandrel to street centerline (cold joint to cold joint) to facilitate water main construction. All work shall be accomplished in accordance with City of Santa Ana Standard Plan No. 1109. The replacement areas are clearly indicated on the construction plans.

Concrete shall be high early strength concrete, treated in accordance with section 201-1 to obtain (7) day compressive strength in (3) 6.06 TEMPORARY PAVING (WHEN days. TRENCHING IN PCC STREETS) In PCC streets, all trenches shall be backfilled and have temporary pavement installed or covered with steel traffic plates at the end of each working day. All steel plates shall be set flush with adjacent pavement. Within four consecutive calendar days following installation of the conduit, or after compaction is approved by the Engineer, whichever comes first, steel traffic plates shall be removed and three inches of temporary pavement installed.

Cross streets are to be paved with temporary pavement on the same day that excavation and backfill are completed. Temporary pavement shall be maintained so that a smooth traversable surface is available at all times for vehicular traffic, free from ruts, depressions, and holes and loose gravel. Temporary paving shall be removed and disposed of by the Contractor before the permanent resurfacing is placed.

The Contractor shall construct temporary asphalt concrete with a slope of 1:1 at the edge of open excavation (remove and reconstruct section) if all the following occur: 1. Clearance between travel lane and open excavation is less than five (5) feet

2. Excavation depth is four (4) inches or deeper, and 3. If open excavation will last more than 24 hours. 6.07 PERMANENT ASPHALT CONCRETE TRENCH PAVEMENT REPLACEMENT This work shall consist of constructing permanent asphalt concrete pavement replacement and shall be accomplished in accordance with the details shown on the Plans, these Special Provisions and the street work permit.
88 City Council 18 – 152 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Asphalt concrete construction shall conform to Section 400, 200, 203, and 302 of the Standard Specifications and these Special Provisions. Tack coat is required and shall be applied and conform to Section 302 of the Standard Specifications. The Contractor shall prevent the tack coat to be applied outside the pavement area. Course aggregate shall consist of material with at least 75% by weight be crushed particles in lieu of the requirements of Section 400-2.3. The asphalt concrete trench pavement replacement for each street shall consist of an asphalt concrete base course and a 2" thick asphalt concrete surface course. The asphalt concrete trench pavement replacement shall be adjusted to match existing street section.

Recommendations are as follows:

Arterial Streets: Deep lift asphalt concrete pavement consisting of an asphalt concrete Base Course and 2” asphalt concrete Surface Course. Thickness of entire section and base course shall be as shown on plans. In the absence of a detail on the plans, a 12” thick deep lift asphalt concrete pavement consisting of 10” thick asphalt concrete Base Course and 2” asphalt concrete Surface Course shall be constructed.

Local Streets: Deep lift asphalt concrete pavement consisting of an asphalt concrete Base Course and 2” asphalt concrete Surface Course. Thickness of entire section and base course shall be as shown on plans. In the absence of a detail on the plans, a 6” thick deep lift asphalt concrete pavement consisting of 4” thick asphalt concrete Base Course and 2” asphalt concrete Surface Course shall be constructed.

The required asphalt concrete mix designs shall be as follows: Base Course Overlay/Surfac e Course
Crack Filler
III-B3-AR-4000 or PG 64-10
III-C3-AR-4000 or PG 64-10
III-F-AR-4000 or PG 64-10

6.08 PERMANENT PORTLAND CEMENT CONCRETE (PCC) TRENCH PAVEMENT AND BUS PAD REPLACEMENT PCC pavement replacement shall be at least 6 inches thick and shall be 1 inch thicker than the existing pavement. Existing concrete pavement adjacent to trench operations shall be sawcut and drilled with #4 dowel bars epoxy coated and or approved.
89 City Council 18 – 153 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Construction and installation of dowels shall be per City of Santa Ana Standard Plan No. 1428A, the construction plans, and these specifications. PCC pavement replacement and bus pad replacement shall conform to Sections, 400, 200, 201, and 302 of the Standard Specifications and these Special Provisions. PCC used for street pavement and bus pad construction shall be minimum class 560-A3250. In addition to these minimum requirements, the concrete shall possess the following characteristics: • Flexural strength at 28 days:
550 p.s.i. min.
• Flexural strength at 7 days:
430 p.s.i. min.
• Compressive strength at 7
days: 2500 p.s.i. min.

All cement to be used or furnished on this Project shall be Type II low alkaline Portland cement conforming to ASTM C150. Prior to the start of construction, the Contractor shall furnish to the Engineer laboratory test data for the particular mix design he will use. The data will include the following: A. A detailed concrete mix design including the type and amount of cement used; complete gradation and source of the aggregate used; the amount of water used; and B. Flexural strength test data for the same batch of any proposed admixtures. concrete used in A above showing the
compressive strength of the concrete at 3, 7, and 28 Section 302-6.4.2 entitled "Tamping" of the Standard days. Specifications shall be modified by adding the following: The outer edge of the gutter shall not be used as a side form for the mechanical tamper except where existing gutter is to remain as shown on the construction plans. Concrete pavement for bus pads shall be installed monolithic with the curb and gutter and shall be accomplished in accordance with City of Santa Ana Standard Section 302-6.4.4 entitled "Final Finishing" of the Plan No. 1108. Standard Specifications shall be modified as follows: Delete all reference to wetted burlap. Final finish of the surface shall be textured by stiff broom process that will produce scoring perpendicular to the centerline of the street, performed at a time and in a manner to produce a hardened surface have a coefficient of friction of not less than 0.38 as determined by California Test 342.

Curing to be applied immediately following broom
process. 90
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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Joints in the concrete pavement shall be constructed as described in Section 302-6.5 of the Standard Specifications except as modified herein. Sawing of the joints shall begin as soon as the concrete has hardened sufficiently to permit sawing without excessive raveling, usually 4 to 24 hours per Engineer's directions. If necessary, the sawing operations shall be carried on both day and night, regardless of weather conditions.

All joints shall be sawed before uncontrolled shrinkage cracking occurs. A standby saw shall be available in the event of breakdown. All weakened plane joints shall be saw cut to a depth equal to one fourth of the pavement thickness. Longitudinal joint spacing shall be at 10' minimum and 15' maximum on either side of centerline joint. Transverse joint spacing shall be at 10' minimum and 15' maximum for pavement, curb and gutter.

Longitudinal joints shall be aligned such that they will cross manholes and water valves at centerline if possible. Transverse construction joints within 1' shall cross all manholes and water valves. Provide a weakened plane joint around the perimeter of all utility vaults.

The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following: Test s
Test Method Requirem
ents
Cleanness Value
Individual
Test
Moving Average
California 227 70 min
75 The Sand Equivalent requirement of Section 200- min 1.5.3 shall be replaced with the following: Test
s
Test Method Requirem
ents
Sand Equivalent
Individual
Test
Moving Average
California 227 70 min
75 Evaluation of Sand Equivalent and Cleanness Value min results shall conform to the provisions of Standard Specifications Subsection 400-1.4. Concrete shall be high early strength concrete, treated in accordance with section 201-1 to obtain (7) day compressive strength in (3)
days. Traverse joints shall match those of the adjacent pavement. The concrete pavement shall be immediately barricaded upon its installation and no vehicular traffic will be permitted until and after 3-days of placement and with the approval of the Engineer. 91 City Council 18 – 155 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

6.09 VITRIFIED CLAY PIPE (VCP) SEWER MAIN Where indicated on the plans, sanitary sewer pipe shall be extra strength vitrified clay pipe (VCP) with compression joints conforming to Subsection 207-8 of the Standard Specifications. Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions. Potholing shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvement when it is exposed. Any adjustments in line or grade which will be necessary to accomplish the intent of the plans shall be made. In the event obstructions are encountered during the progress of the work which will require alterations to the plans, the Engineer shall have the authority to change the plans and order the necessary deviation from the line or grade. Contractor shall not make any deviation from the specified line or grade without approval by the Engineer.

Pipe sections shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer. The pipe and fittings shall be lowered into the trench. Do not throw the pipe or fittings into the trench. If it is determined that bypassing of sewer flow will be required, the bypass pumping system shall have sufficient capacity to pump the peak flow. Sewer bypassing shall conform to Section 6-21 of these Special Provisions. The Contractor shall provide bypass piping for the effluent during the construction of the sewer main between manholes. The inlet of the downstream manhole and the outlet of the upstream manhole shall be plugged.

A portable pump shall be installed in the upstream manhole to discharge the effluent from the upstream manhole to the downstream manhole through the bypass piping. Pump and bypass piping shall be of adequate size and capacity to handle the flow without sewage backup occurring to facilities connected to the sewer.

For sewers 12-inches in diameter and larger, or where deemed necessary by the City, the following shall apply: All pumps used shall be fully automatic self-priming units. All pumps used must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of effluent flows. The Contractor shall provide the necessary stop/start controls for each pump. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. The Contractor shall continually monitor all pumping equipment. The Contractor shall perform leakage and 92 City Council 18 – 156 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
pressure tests of the bypass pumping discharge piping suing clean water prior to the actual operation. The Water Resources Division shall be given 24 hours notice prior to testing. The Contractor shall be required to flow monitor for a two week period to assist in sizing the pumps necessary for the sewer work and shall be considered included as part of the work. The Contractor shall prepare, with the vendor, a flow monitoring map for key manholes that will provide adequate data for the work subject to review and approval from the Water Resources Division. Flow monitoring shall capture accurate instantaneous depth, velocity and flow data in 15-minute increments or less, or as otherwise approved by the Water Resources Division. The Contractor shall prepare with the vendor a specific, detailed description of the proposed pumping system and submit it and the vendor’s references to the City. The Contractor shall submit to the City detailed descriptions outlining all provisions and precautions to be taken by the Contractor regarding handling of existing sewage flows. The submittal must be specific and complete, including such items as schedules, capacities of equipment, materials, and all other incidental protection of the access and bypass pumping locations from damage due to the discharge flows.

The submittal shall include but not be limited to the following:

1. Sewer plugging method and types of plug. 2. Number, size, material, location and method of installation of suction piping.

3. Number, size, material, location and method of installation of discharge piping. 4. Bypass pump sizes, capacity, number of each size to be on-site and power requirements. 5. Calculations of static lift, friction losses, and flow velocity (pump curves showing pump operating range shall be submitted). 6. Standby power generator size. 7. Method of protecting discharge manholes or structures from erosion and damage.

8. Thrust block sizes and restraining lengths of pipes and locations (if necessary).

9. Method of noise control for each pump and/or
generator.

10. Any temporary pipe supports and anchoring requirements.

11. Design plans and computations for access to bypass pumping locations indicated on the drawings. 12. Calculations for selection of bypass pumping pipe size. 13. Schedule for installation of and maintenance of bypass pumping piping. 93 City Council 18 – 157 1/21/2025

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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

14. Submit a sewer overflow emergency response plan. The plan will dictate backup pumping plans, spill containment procedures, spill recovery procedures and Provision shall be made by the Contractor for the emergency call out phone numbers. collection of sewage from cutoff lateral sewers. Lateral sewers shall be reconnected to the main before the termination of every working day. The text of Subsection 306-1.6 of the Standard Specifications is hereby deleted and replaced with the following: Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. 6.10 POLYVINYL CHLORIDE (PVC) SEWER PIPE Installation and construction of PVC sewer main shall conform to all applicable provisions of the ASTM D2321-05 (or later) “Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity Flow Applications,” Standard Specifications and these Special Provisions and the construction plans.

Where indicated on the plans, sanitary sewer pipe shall be Polyvinyl Chloride (PVC) sewer pipe with compression joints conforming to Subsection 207-8 of the Standard Specifications. Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions. PVC sewer pipe shall be manufactured by JM Eagle or approved equivalent. PVC gravity sewer pipe and fittings shall conform to ASTM D3034 for diameters from 4" - 15", and ASTM F679 for 18" - 24", with integral bell gasket joints. Rubber gaskets shall be factory installed and conform to ASTM F477. Pipe shall be made of PVC plastic having a cell classification of 12454B or 12364B as defined in ASTM D1784 and shall have SDR of 26 and minimum pipe stiffness of 115 psi according to ASTM Test D2412. Pipe shall be installed in compliance with ASTM D2321. Bedding material shall provide adequate and uniform support under the pipe. Pipe shall not be stored in direct sunlight. Pipe stored outdoors shall be protected from the natural elements by covering it with opaque material such as canvas. The covering shall be placed in such a way as to allow adequate air circulation between the cover and the pipe.

Discolored pipe will not be allowed.
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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Individual pipe sections shall not be stacked in piles higher than five feet. The pipe shall not be stored next to heat sources or engine exhausts. All gaskets should be protected from heat, oil and grease. Field cutting of PVC pipe shall be square cut and bevel the end with a beveling tool.

Remove all burrs and raised edges prior to assembly. Potholing shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvement when it is exposed. Any adjustments in line or grade which will be necessary to accomplish the intent of the plans shall be made. In the event obstructions are encountered during the progress of the work which will require alterations to the plans, the Engineer shall have the authority to change the plans and order the necessary deviation from the line or grade. Contractor shall not make any deviation from the specified line or grade without approval by the Engineer.

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
The Contractor shall perform leakage and pressure tests of the bypass pumping discharge piping suing clean water prior to the actual operation. The Water Resources Division shall be given 24 hours notice prior to testing. The Contractor shall be required to flow monitor for a two week period to assist in sizing the pumps necessary for the sewer work and shall be considered included as part of the work. The Contractor shall prepare, with the vendor, a flow monitoring map for key manholes that will provide adequate data for the work subject to review and approval from the Water Resources Division. Flow monitoring shall capture accurate instantaneous depth, velocity and flow data in 15-minute increments or less, or as otherwise approved by the Water Resources Division. The Contractor shall prepare with the vendor a specific, detailed description of the proposed pumping system and submit it and the vendor’s references to the City. The Contractor shall submit to the City detailed descriptions outlining all provisions and precautions to be taken by the Contractor regarding handling of existing sewage flows. The submittal must be specific and complete, including such items as schedules, capacities of equipment, materials, and all other incidental protection of the access and bypass pumping locations from damage due to the discharge flows.

The submittal shall include but not be limited to the following:

1. Sewer plugging method and types of plug. 2. Number, size, material, location and method of installation of suction piping.

8. Thrust block sizes and restraining lengths of pipes and locations (if necessary).

9. Method of noise control for each pump and/or
generator.

10. Any temporary pipe supports and anchoring requirements.

11. Design plans and computations for access to bypass pumping locations indicated on the drawings. 12. Calculations for selection of bypass pumping pipe size. 96 City Council 18 – 160 1/21/2025

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13. Schedule for installation of and maintenance of bypass pumping piping. 14. Submit a sewer overflow emergency response plan. The plan will dictate backup pumping plans, spill containment procedures, spill recovery procedures and Provision shall be made by the Contractor for the emergency call out phone numbers. collection of sewage from cutoff lateral sewers. Lateral sewers shall be reconnected to the main before the termination of every working day. The text of Subsection 306-1.6 of the Standard Specifications is hereby deleted and replaced with the following: Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. Following placement and compaction of backfill and prior to the placement of permanent pavement, all newly constructed PVC sewer mains shall be cleaned and tested for deflection and ovality by either using: a rigid mandrel for smaller diameter pipe; or laser profile technology and/or with an electronic deflect-o- meter for larger diameter piping.

The deflection and or ovality shall not exceed (5%) of the inside diameter of the pipe. If the pipe exceeds this tolerance, it is the responsibility of the contractor to replace and retest the newly constructed pipe for deflection and ovality.

If the pipe is to be tested by mandrel, the rigid mandrel shall have a circular cross section having a diameter of at least 95 percent of the specified inside pipe diameter and shall be pulled through the pipe by hand. The minimum length of the circular portion of the mandrel shall be equal to the nominal diameter of the pipe. A ¼-inch diameter nylon line shall be pulled from manhole to manhole and shall be left for use in conducting the CCTV inspection. Obstructions encountered by the mandrel shall be repaired and the pipeline section shall be retested.

All labor and equipment necessary to conduct these tests shall be furnished by the contractor. The contractor shall submit all laser profile documents to the Engineer for review and approval no later than (10) days after the test. 6.11 NEW MANHOLE STRUCTURES Construction of new concrete manhole structures shall be done in accordance with City of Santa Ana Standard No. 1201, details as shown on the plans, the applicable provisions of Sections 201, 303, and 306 of the Standard Specifications and these Special Provisions.

This work shall also include the removal and/or modification of any interfering portions of 97 City Council 18 – 161 1/21/2025

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existing sewer pipes, drop inlets, PCC encasements, etc., necessary to construct each manhole structure complete in place. Concrete for manhole structures shall be Class 560-C- 3250. All reinforcing steel used in these structures shall be Grade 40 minimum. Fly ash additives and/or substitutes shall not be permitted. The following is hereby added to Subsection 201- 4.1, of the Standard Specification:

Concrete curing compound shall be Type 2. The following is hereby added to Subsection 303- 1.1, of the Standard Specification: Once any excavation for the construction of a manhole structure is commenced, the Contractor must diligently pursue the completion of the structure, including structure backfill, compaction, and restoration of surface improvements and temporary paving. Open excavations shall be properly barricaded, backfilled or covered with steel traffic plates to the satisfaction of the Engineer at the end of each workday.

For new manholes on large sewer mains, or for manholes with extreme depths of cover, a larger diameter manhole will be required. The design of these larger manholes shall be reviewed with and approved by the Water Resources Division. The larger manhole cover shall be in accordance with Standard Plan No. 1211 and these Special Provisions.

For larger manhole frames and covers, the Water Resources Division may require frames and covers fabricated of fiber reinforced polymer (FRP). These larger FRP manhole frame and cover sets shall be manufactured by GMI Composites, Inc., no equal.

The FRP frame and cover system shall meet the following requirements: contain 45 percent to 70 percent fiber reinforcement; thermoset resin with UV inhibitors to prevent photo degredation; minimum strength to weight ratio of 750:1; integrated gasket to minimize traffic shock, abate noise and orders and prevent water entry into manhole; skid slip resistance greater than 0.6 as described in ASTM C1028 Standard; and dimensional tolerance of 1/16-inch.

The FRP frame and cover shall be designed to exceed AASHTO H-20 loading by a factor of 2.5 (125,000 pounds) and shall meet AASHTO EN124 D400 loading (89,924 pound which exceeds AASHTO Proof Load of 50,000 pounds for severe traffic service) proof load on a 250 mm round plate for 30 seconds. Documentation of certified testing results shall be submitted including complete Fatigue Loading Test with no loss of carrying 98 City Council 18 – 162 1/21/2025

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performance and no visible damage (apply 16,000 pound point load for 2,000,000 cycles).

The FRP frame and cover shall be provided with a five 6.12 REMOVE EXISTING (5) year guarantee. MANHOLE STRUCTURES Removal of existing manholes shall be accomplished in accordance with the project plans, City of Santa Ana Standards and Design Criteria, the applicable provisions of Section 306 of the Standard Specifications, and these Special Provisions.

The following is added to the third paragraph of Subsection 306-5 of the Standard Specifications: The top six inches of backfilled subgrade shall be compacted to a relative compaction of 90%. 6.13 ABANDON EXISTING SEWER MAIN The Contactor shall abandon existing pipes per Section 306-5 of the Standard Specifications, as specified herein, and as shown on the construction plans. The Contractor shall provide traffic control as required and approved by the agency having jurisdiction. Under no circumstances shall the abandonment take place before existing sewers and manholes are out of service and all flow directed to the new or alternate pipes. The abandon pipes shall be filled with sand cement slurry 1-sack (941bs) of concrete. In lieu of slurry, the contractor may use low density cellular concrete, Elastizell (EF) or approved equal. The Contractor shall demonstrate that the pipe to be abandoned has been completely filled, without voids, by providing volume calculations for each placement of grout and materials strength tests as required by the City. The Contractor is responsible for the selection methods and material to be used. Pipe abandonment shall be coordinated with the construction sequence. Appropriate plugs shall be installed by the Contractor, and grout shall be injected in an upslope manner to remove trapped air. Samples of the outgoing water (at the exit end) shall be made until the existing grout mix is observed to be similar to the grout being injected at the inlet end. The grouting plan, and grout mix design shall be submitted to the Engineer for review and approval prior to commencement of work.

6.14 ABANDON EXISTING MANHOLE STRUCTURES The contractor shall abandon existing manhole structures in conformance to the Standard Specifications Section 306-5, as specified herein, and as shown on the construction plans and per City of Santa Ana Standard Plan No. 1209.
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The contractor shall provide traffic control as required and approved by the agency having jurisdiction. Under no circumstances shall the abandonment take place before existing sewers and manholes are out of service and all flow directed to the new or alternate pipes.

The manhole wall shall be removed to 18-inches below finished surface and be completely removed and properly disposed of, unless otherwise shown. The manhole base shall be perforated or cored through and filled with sand (SE 30 minimum). The manhole rim and cover shall be salvaged and delivered to the City of Santa Ana Water Resources Division at 215 S. Center Street. Existing pipe ends within manholes to be abandoned shall be plugged with concrete and bricks per section 306-5. Concrete shall be Class C and bricks shall be a manhole brick as specified in Section 202-1 of the Standard Specifications.

The contractor shall remove and replace all asphalt, concrete pavement, earthwork, landscaping, or other surface damaged by the abandonment operations per an in 6.15 CONSTRUCT 4” OR 6” HIGH DENSITY conformance with these provisions. POLYETHYLENE (HDPE) SEWER LATERALS AND CLEANOUTS (PIPE BURST) This work involves the installation of HDPE Pipe. Method of construction shall be via trenchless pipe replacement installations. The Contractor shall connect to the new sewer main and to the existing sewer lateral pipe at the property line. The existing sewer lateral shall be depicted on the construction plans based on the best information available. It is the Contractor’s responsibility to “locate all points of connection for each new sewer lateral at both ends: the wye at the public sewer main and the private connection point at property line where lateral cleanout will be constructed.” The Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. All locations points shall be marked in the field prior to installation and construction of new sewer lateral.

Underground conduit construction shall conform to all applicable Subsections of Section 306 and Section 500 of the Standard Specifications, the Standard Plans and these Special Provisions. High density polyethylene pipe in accordance with these specifications shall be used in pipe bursting or trenchless pipe replacement installations. 100
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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
All piping system components shall be the products of one manufacturer and shall conform to the latest edition of ASTM D1248, ASTM D3350, and ASTM F714. The HDPE pipe shall be a minimum of SDR 17 or as specified on the plans. The HDPE pipe shall provide a structurally sound, impermeable, jointless pipe. It shall be the Contractor’s responsibility to comply with OSHA Standards and Regulations pertaining to all aspects of the work. The HDPE pipe shall be chemically resistant to internal exposure to sewage containing small quantities of hydrogen sulfide, carbon dioxide, methane, mercaptans, kerosene, moisture and diluted sulfuric acid. It shall also be chemically and physically resistant to external exposure of soil, bacteria, roots and chemical attack due to material in the surrounding ground.

The polyethylene resin shall meet or exceed the requirements of ASTM D3350 for PE 3408 material with a cell classification of 345464C, or better. The maximum allowable hoop stress shall be 800 psi at 73.4 degrees F.

The Hydrostatic Design Basis (HDB) shall be 1600 psi per ASTM D2837.

Material designation shall be PE 3408 following ASTM F412.

Pipe shall be assembled in accordance with ASTM D2657 or as otherwise approved by the Engineer. Sanitary sewer pipe shall be green in color or contain green striping. Sanitary sewer pipe interior shall have a reflective coating for CCTV inspection. Contractor shall video laterals prior to pipe bursting in order to identify any features that would disrupt the pipe bursting procedure. Construction of sewer lateral and cleanout shall be done in accordance with City of Santa Ana Standard Plan No. 1204A. Insertion rate of HDPE pipe shall not exceed pipe tolerances any given time. Contractor shall maintain logs verifying pipe tolerances do not exceed pipe limitations. Any HDPE pipe stretched beyond its elastic limit or damaged in any way will be rejected.

Any defect which will affect the integrity or strength of the pipe discovered during the warranty period shall be repaired at the Contractor’s
expense. The text of Subsection 306-1.6 of the Standard Specifications is hereby deleted and replaced with the following:
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Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place. Joining of HDPE pipe shall be performed by thermal butt-fusion in accordance with the manufacturer’s recommendations. Internal weld beads formed by the thermal butt-fusion method shall be removed on the bottom 120 degrees of the pipe, minimum. The bead shall be removed to the pipe’s surface, but under no circumstances shall it be below it. The joint must sufficiently cool to ambient temperature before the bead is removed.

Butt-fused joint strength shall be equal to or greater than the strength of the pipe.

Threaded or solvent-cement joints and connections shall NOT be permitted. A “Y” Branch fitting shall be installed on the sewer main at each lateral connection per City of Santa Ana Standard Plan No. 1204A. In the case where the lateral is to be connected to a sewer main that has been lined, a “Y” Saddle fitting shall be installed. The connection shall conform to the size and shape of the inside diameter of the new connection. Service connection openings shall be free from rough edges or protrusions. CORING OF NEW

SEWER MAIN TO ACCOMMODATE LATERAL CONNECTION SHALL NOT
BE ALLOWED.

At all locations where more than one (1) lateral serves a single parcel, Contractor shall expose existing lateral connection to the existing sewer main and verify that the lateral is active by CCTV inspection. In addition, the Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place.

The Contractor shall connect to the new sewer main and to the existing sewer lateral pipe at property line. During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the termination of each working day. The Contractor shall submit all material information for sewer lateral cleanout connections and appurtenances prior to commencing work. The Engineer shall review and upon approval notify the Contractor by a memorandum. Non-approved materials shall not be used.

New submittals shall be required for material substitutions. The Engineer shall review and upon approval notify the Contractor by a memorandum. All fittings shall be pressure rated and classified the same as adjoining pipe. The inside diameter shall match inside diameter of adjoining pipe and shall be designed for pipe bursting or pipe jacking applications. 102
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Metal in saddles, clamps and appurtenances shall be 302 or 304 stainless steel following ASTM A240. Elastomeric materials, gaskets, clamps and connectors shall be oil resistant and manufactured following ASTM F477. The Contractor shall submit certification by the manufacturer of the pipe bursting system to have successfully completed training in operating the bursting head, installing proposed replacement pipe and operation and maintenance of all equipment to be used.

The Contractor shall submit certification by the manufacturer of the fusing equipment having successfully completed training in handling replacement of pipe materials, buttfusion of pipe joints and saddle fusion of fittings for service laterals, and operation and maintenance of all equipment to be used. The Certificate of Training includes at a minimum: Installer’s name, date of issuance and process or product the person/s is/are certified to install. These certifications of training and operation of pipe bursting system shall be submitted prior to commencing pipe bursting work.

The curb and gutter shall be protected in place. If the Contractor damages curb, gutter, it shall be removed and replaced to match existing in accordance with City of Santa Ana Standard Plan No. 1101. This work shall also include removal and replacement of PCC sidewalk, driveway panels and landscaping to facilitate construction of sewer laterals. PCC sidewalk and driveway approach panels shall be replaced to match existing in accordance with City of Santa Ana Standard Plan Nos. 1104 and 1112. Sidewalk replacement shall be from score line to score line, unless the sidewalk panels exceed four feet in length. At no time, shall a sidewalk panel floater be less than four feet from the nearest score line.

Landscaping shall be replaced in-kind.

6.16 CONSTRUCT 4” OR 6” POLYVINYL CHLORIDE (PVC) SEWER LATERALS AND CLEANOUTS (OPEN TRENCH) PVC sewer pipe shall be as manufactured by JM EAGLE or approved equivalent. PVC gravity sewer pipe and fittings shall conform to ASTM D3034 for diameters from 4" - 15", and ASTM F679 for 18" - 24", with integral bell gasket joints. Rubber gaskets shall be factory installed and conform to ASTM F477. Pipe shall be made of PVC plastic having a cell classification of 12454B or 12364B as defined in ASTM D1784 and shall have SDR of 26 and minimum pipe stiffness of 115 psi according to ASTM Test D2412. Pipe shall be installed in compliance with ASTM D2321. Bedding material shall provide adequate and uniform support under the pipe. Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions. 103
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There shall be no pipe joints from the sewer lateral cleanout connection to 20 feet into street right away. No pipe joints shall be allowed in the parkway. Pipe joints shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer. Construction of sewer lateral and cleanout shall be done in accordance with City of Santa Ana Standard Plan No. 1204, the contract plans and these Special Provisions. A “Y” Branch fitting shall be installed on the sewer main at each lateral connection per City of Santa Ana Standard Plan No. 1204. In the case where the lateral is to be connected to a sewer main that has been lined, a “Y” Saddle fitting shall be installed. The connection shall conform to the size and shape of the inside diameter of the new connection. Service connection openings shall be free from rough edges or protrusions. CORING OF NEW

SEWER MAIN TO ACCOMMODATE LATERAL CONNECTION SHALL NOT
BE ALLOWED.

If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place. The Contractor shall connect to the new sewer main and to the existing sewer lateral pipe at the property line. The existing sewer lateral shall be depicted on the construction plans based on the best information available. It is the Contractor’s responsibility to “locate all points of connection for each new sewer lateral at both ends: the wye at the public sewer main and the private connection point at property line where lateral cleanout will be constructed”, prior to installing new wye at the main. The Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. All locations points shall be marked in the field prior to installation and construction of new sewer lateral. The new lateral shall be constructed perpendicular to the sewer main.

The Contractor shall perform pipeline testing as directed by the Engineer in accordance with the applicable provisions of Subsection 306-1.4 of the Standard Specifications. The Contractor shall submit all material information for sewer lateral cleanout connections and appurtenances prior to commencing work. The Engineer shall review and upon approval notify the Contractor by a memorandum. Non-approved materials shall not be used.
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PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
New submittals shall be required for material substitutions. The Engineer shall review and upon approval notify the Contractor by a memorandum. During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the termination of each working day. The curb and gutter shall be protected in place. If the Contractor damages curb, gutter, it shall be removed and replaced to match existing in accordance with City of Santa Ana Standard Plan No. 1101. This work shall also include removal and replacement of PCC sidewalk, driveway panels and landscaping to facilitate construction of sewer laterals. PCC sidewalk and driveway approach panels shall be replaced to match existing in accordance with the City of Santa Ana Standard Plan No. 1104 and 1112. Sidewalk replacement shall be from score line to score line, unless the sidewalk panels exceed four feet in length. At no time, shall a sidewalk panel floater be less than four feet from the nearest score line.

Landscaping shall be replaced in-kind.

6.17 CONNECT SEWER LATERALS This work shall include reconnecting existing sewer lateral to the new sewer main. This work shall include locating all existing laterals and pipe connection points, furnishing and installing new pipe and connections to the new main in accordance with City of Santa Ana Standard Plan Nos. 1204 and 1204A, replacement of street surface over trench as shown on drawings.

During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the 6.18 CLOSED CIRCUIT TELEVISION (CCTV) termination of each working day. INSPECTION OF SEWER MAIN AND LATERALS Following installation of pipe, CCTV inspection shall be performed on all newly constructed sewer mains and sewer laterals. This work shall also include cleaning of sewer main prior to videoing in accordance with section 500- 1.1.4 of the Standard Specifications.

The scope of work includes the cleaning and videoing by means of remote CCTV. If a blockage in the pipe hampers the CCTV work, then the Contractor shall attempt to complete the CCTV work by televising from the opposite manhole (upstream or 105 City Council 18 – 169 1/21/2025

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downstream) of the location. The operator immediately shall notify the Contractor. Then, the Contractor shall notify the Engineer. CCTV inspections shall be delivered in an electronic format (DVD/USB drive) to the Engineer for review and approval. A. All Pipe Assessment & Certification Program (PACP) header information shall be completed in accordance with the PACP Guidelines. B. The documentation for the work shall consist of CCTV reports, database, logs, electronic reports, etc. noting important features during the inspection. The above documentation must be submitted to the City. The speed of travel during the inspection shall not exceed at any time more than 30 feet per minute, except noted otherwise.

C. The camera must be centered to provide accurate distance measurements and locations of features in the sewer main. All observations shall be displayed and documented on video and identified by audio on PACP log. All video must be continuously metered from the manhole.

D. All lengths of installed sewer main and sewer laterals shall be documented by footage or stationing in the video. Sewer laterals shall be videoed up to the property line. The pipe shall be clean to ensure all defects and observations are logged and documented.

E. During inspection, the operating technician shall, in addition to his/her video (with audio) record of conditions, log in writing the location of all laterals, defects, misalignments, and other conditions and data pertinent to the physical condition and operation of the sewer main and sewer laterals.

Cleaning of the sewer main and laterals shall include removal of debris or foreign objects introduced during construction. Such debris shall be vacuumed from the system and shall not be washed or otherwise deposited downstream. Cleaning apparatus shall be removed prior to insertion of the video camera. Under no circumstances shall cleaning apparatus be used in direct conjunction with video operations.

Under no circumstances will plugging and/or bypassing be permitted without prior approval and presence of the Engineer. If plugging and/or bypassing are deemed necessary, the Contractor shall be responsible for plugging manhole outlets and/or providing a bypass line for the effluent during videotaping. The sewer mains will be "in service" at the time of the video inspection.

If the video is of poor quality and not suitable for review, the Contractor shall re-video the line and resubmit to the City. The video technician shall hold a current National Association of Sewer Service Companies (NASSCO) certification. Provide operator certification to the engineer for review and approval.
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All CCTV work shall conform to the current NASSCO-PACP Standards for sewer main, and sewer lateral and these Special Provisions. 6.19 SEWER FLOW LEVEL MONITORING & ALARMING DEVICE Contractor shall supply and install a Smart Cover® sewer flow level monitoring and alarming device as manufactured by Hadronex (760- 291-1980). The flow level monitoring and alarming system shall be compatible with the existing sewer flow level and monitoring system utilized by the City’s Water Resources Division. Included in this item will be the first year maintenance fee assessed by the alarming company for all sewer flow level monitoring & alarming devices installed.

6.20 REPAIR COUPLINGS For sewer repairs, the Contractor shall use a double banded shielded sewer coupling. The coupling shall have excellent resistance to heavy earth loads, shear forces and deflection.

The coupling shall be able to connect similar and dissimilar pipe materials and sizes.

Clamps shall be stainless steel and have stainless steel grade 316 nuts and bolts. The gasket material shall be molded, one-piece elastomeric. The shield shall be heavy-duty, stainless steel. Increasing the band tension shall secure the pipe ends, forming a watertight, rootproof seal, impervious to infiltration and exfiltration. Sealing “O” rings under each clamp prevent the pipe end from slippage, for a reinforced joint seal.

The shielded sewer coupling shall be Flex-Seal®ARC shielded adjustable repair coupling manufactured by Mission Rubber Company or approved 6.21 SEWER FLOW equal. BYPASSING The Contractor is responsible for the temporary handling of sewage, spill prevention and control, and odor control throughout any sewer flow bypass operation. Temporary handling of sewage includes bypass pumping, diversion, bypass piping, plugs, flowthrough plugs and other means of handling of sewage flows. Contractor shall provide all materials, labor, supervision, and equipment for temporary handling of flow, including preparation and implementation of a spill prevention, control and countermeasure plan (SPCCP) to facilitate the work. The Contractor shall comply with the Regional Water Quality Control Board, Health Department, and Air Quality Management District permits and regulations.

Contractor shall prepare a detailed bypass pumping plan for any temporary handling of sewage. Contractor shall be responsible for all aspects of the mobilization, set up, operation, management, monitoring, maintenance operation, pressure testing, spill containment, and spill management including clean up. When bypass pumping flows, the Contractor shall have at least one designated person on site 24 hours per day to operate, monitor and maintain the bypass pumping system and implement the spill prevention and control procedures.
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For manhole bypassing, the Contractor shall install and operate a flow bypass system that shall limit the flow to zero (0) flow within the channel by using a bypass flow through tube for both rechanneling of the manhole base and when connecting to the existing sewer manhole.

The Contractor shall develop a Spill Prevention, Control and Countermeasure Plan (SPCCP) which shall include the following items:
• Identify all equipment, materials and labor
necessary to prevent sewage spill in the event there is a sewage leak during bypassing of sewers. • A description of the Contractor’s plan to respond
to a sewage spill should it occur.
• The plan shall include a step by step procedure
on how the equipment, materials and labor will be mobilized and implemented in the event of a spill. • Describe handling of sewage flow
during a bypass system failure.
• A plan identifying existing storm drains and
materials used to block the openings in the event of a spill. • As a minimum, include the following emergency
overflow response equipment: a
minimum of 10-feet of pipe of each size and type used on the bypass system together with matching repair couplings; rubber matting to overlap storm drain inlets by a minimum of 24-inches on all sides; for inlets in traffic, the grating removed and wrapped with rubber sheeting and reinstalled; a minimum of one 48- inch wide by 36 foot long roll of rubber matting and the equivalent of eight cubic yards of sandbags in a pre-loaded truck ready for use in addition to the materials required to cover storm drain inlets; and temporary sewer and storm drain plugs to manage collection and disposal of any sewage overflows.

The Contractor shall prepare an Odor Control Plan identifying and locating any potential construction activities that might produce odors. The plan shall describe the means of mitigating the odors and identifying all materials, equipment and systems the Contractor is planning to use. Potential nuisance odor areas shall include open manholes, and open sewers where gases may be present or can be released. During bypass pumping, manholes upstream of the pump shall also be considered as potential odor sources due to the blocking off of the airflow in the headspace of sewer.

The Contractor shall submit the following as part of the Sewer Bypass Plan:
• Plans showing the details of each installation site.

For bypass pumping, the plans
shall include the arrangement of the temporary pumping equipment, location of suction and discharge points, routing of bypass piping, method of protection of equipment and piping from traffic, and whether the piping is buried, exposed or pipe ramps. 108
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• For gravity bypasses, the plans shall include
locations of temporary flow-through plugs, sewer plugs and bypass discharge piping. • A description of how the bypass system will be
controlled and operated. Describe
the method of control, the procedure and time requirements for switching to the • standby equipment and alarm notification. Capacities of pumps, prime movers and standby equipment. Design calculations proving adequacy of the bypass system and selected equipment. • Standby power source for
bypass pumping.
• Staffing plan for maintaining equipment for 24-
hour continuous, reliable operation on weekdays and/or weekend days. • Noise and Odor
Control Plan.
• Plan showing the existing sewer line and the
proposed points of flow interruption and/or flow diversion. • Construction time schedule showing anticipated
times of flow interruption and/or flow diversion.
• Spill Contingency Plan detailing precautions to be
implemented to prevent sewage
spills including specific responses and control measures to follow during an overflow resulting from breakage or blockage and maintenance and inspection schedules to detect potential problems to mitigate the potential release resulting from overflows, bypass pipe ruptures, and blockages.

The Contractor shall provide temporary pumps, conduits, and other equipment to bypass the sewer flow. Engine-driven pumps shall be equipped with mufflers and/or shall be enclosed to keep the noise level within the City’s Noise Ordinance. Pumps and bypass lines shall be of adequate capacity and size to handle the flows.

Bypass duty and standby pumps shall be designed for raw sewage applications, resistant to ragging, and capable of passing a 3-inch solid sphere. Pumps shall be self-priming with suction lift sufficient to avoid sewer surcharge. The self-priming system shall allow the pump to start dry and run dry without causing damage. Pumps may be equipped with a vacuum assisted self-priming device. Any orifice designed to discharge air during pump priming shall be connected to a portable activated carbon scrubber. All engines shall be critically silenced for sound control and regardless of noise level, soundproofing shield not less than eight feet high shall be provided around each engine to absorb noise. 100% standby pumping shall be provided. Standby pump shall be sized to match the duty pump.

Standby pumping equipment shall be at the site continuously during bypassing to provide standby pumping capacity.
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SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Above ground bypass piping shall be high density polyethylene (HDPE) pipe, steel or aluminum pipe with grooved couplings. HDPE shall be butt welded and have a minimum wall thickness of SDR 17. For protection against damage, the bypass piping shall be protected in place by barrier or crash cushions when adjacent to traffic. All temporary connections to existing and new manholes shall be properly covered and sealed to prevent nuisance odors from escaping into the atmosphere. When the bypass piping discharges into a manhole, the discharge pipe shall extend into the manhole, ending at the elevation of the center of the trunk sewer. All valves used on the bypass system shall be open port gate, plug or ball valves.

Temporary plugs shall be appropriate for the application. Plugs shall be heavy-duty inflatable type with a steel rod through plug centerline, a retaining plate and an eye-lift on both ends. Plugs shall have a flexible sealing design to compensate for any irregular interior surface of the pipe.

Flow-through plugs shall be appropriate for the application and provided with the required configuration to perform the bypass. The flow-through plug shall consist of a flow-through plug and a flexible hose. The flexible hose shall be rubber coated, heavy duty, nylon hose with and enclosed steel helix coil. The flow-through plug shall attach to the flexible hose using high torque, stainless steel pipe clamps. The flow-through plugs shall be equipped with continuous pressure monitoring.

The Contractor shall take all necessary precautions, including constant monitoring of bypass pumping to prevent sewage spills due to back- up and/or overflow resulting from breakage or blockage of the bypass system. The Contractor shall provide experienced personnel knowledgeable in the operation of the bypass equipment to monitor each bypass when the bypass is installed and operating. At no time shall the bypass system be left unattended during operation by the designated personnel.

The bypass system (all equipment) shall be fully tested prior to commencing bypass operation, including back-up pumps. 6.22 SUBMITTAL S Sewer main pipe and appurtenance submittals shall include, but not limited to the following manufacturer information: 1. SDR-26 PVC pipe, VCP pipe, and or other as approved by the Engineer

2. Fittings and Bends 3. Sewer Main Encasement Materials 4. Adapters/Repair Couplings/Gaskets 5. Sewer Bypass Plan and Overflow Plan 110
City Council 18 – 174 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

6. Sample of proposed backfill material (approximate one gallon bag) Sewer manhole structures shall be in conformance with all City of Santa Ana Standard Plans, the Standard Specifications, and these Special Provisions and not limited to the following manufacturer information: 1. Sewer Manhole Structure- Material composition, frame and cover

2. Terminal Cleanout Structure- Material composition, frame and cover

3. Sewer Flow Monitoring and Alarming Device
Sewer laterals shall be in conformance with all City of Santa Ana Standard Plans, the Standard Specifications, and these Special Provisions and not limited to the following manufacturer information: 1. SDR-26 PVC pipe, VCP pipe, HDPE pipe, and or other as approved by the Engineer 2. Cleanout Structure- Material composition, frame and cover

3. Fittings 4. Adapters/Repair Couplings/Gaskets

7.00 SPECIAL PROVISIONS - WATER MAIN IMPROVEMENTS ...............NOT USED

8.00 SPECIAL PROVISIONS - STORM DRAIN CONSTRUCTION 9.00 SPECIAL PROVISIONS - ELECTRICAL .............NOT USED SYSTEM ................................NOT USED

10.00 SPECIAL PROVISIONS - BRIDGE CONSTRUCTION............................NOT USED

11.00 SPECIAL PROVISIONS - MISCELLANEOUS CONSTRUCTION

11.01 CIPP LINER PIPE
This This work shall include installing 6”, 8”, 10” and 12” diameter cured-in-place (CIPP) liner pipe into an existing 6”, 8”, 10” or 12” diameter V.C.P. sewer main. All work and materials shall conform to section 500-5.5 of the Standard Specifications. The CIPP Liner Pipe shall comply with Type “A” or Type “B” of the Standard Specifications.

Neither the CIPP Liner Pipe system, nor its installation, shall cause adverse effects to any of the City’s processes or facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by- products at the Orange County 111 City Council 18 – 175 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Sanitation District (OCSD) where wastewater treatment occurs. The Contractor shall notify the City and identify any by-products produced as a result of the installation operations, test and monitor the levels, and comply with any and all waste discharge requirements.

The CIPP Liner Pipe shall be continuous and jointless from manhole to manhole or access point to access point and shall be free of all defects that will affect the long term life and operation of the pipe. The CIPP Liner Pipe shall fit sufficiently tight within the existing pipe so as to not leak at the manholes, at the service connections or through the wall of the installed pipe. If leakage occurs at the manholes or the service connections the Contractor shall seal these areas to stop all leakage using a material compatible with the CIPP Liner Pipe as directed by the City. If leakage occurs through the wall of the pipe the liner shall be repaired or removed at the Contractor’s expense.

All materials, shipped to the project site, shall be accompanied by test reports certifying that the material conforms to the ASTM standards listed herein. Materials shall be shipped, stored, and handled in a manner consistent with written recommendations of the CIPP system manufacturer to avoid damage. Damage includes, but is not limited to, gouging, abrasion, flattening, cutting, puncturing, or ultra-violet (UV) degradation. All damaged materials shall be promptly removed from the project site at the Contractor’s expense and disposed of in accordance with all current applicable regulations.

The fabric tube shall consist of one or more layers of absorbent non-woven felt fabric, felt/fiberglass or fiberglass and meet the requirements of ASTM F 1216, ASTM F 1743, ASTM D 5813 & ASTM F2019. The fabric tube shall be capable of absorbing and carrying resins, constructed to withstand installation pressures and curing temperatures and have sufficient strength to bridge missing pipe segments, and stretch to fit irregular pipe sections.

The contractor shall submit certified information from the felt manufacturer on the nominal void volume in the felt fabric that will be filled with resin.

The wet-out fabric tube shall have a uniform thickness and excess resin distribution that, when compressed at installation pressures, will meet or exceed the design thickness after curing. The wall color of the interior pipe surface of CIPP after installation shall be a light, reflective color so that a clear detailed examination with closed circuit television inspection equipment may be made. The hue of the color shall be dark enough to distinguish a contrast between the fully resin saturated felt fabric and dry or resin lean areas.

The outside of the fabric tube shall be marked every 5 feet with the name of the manufacturer or CIPP system, manufacturing lot and production footage. The resin shall be a corrosion resistant polyester or vinyl ester resin and catalyst system that when properly cured within the tube composite meets the requirements of ASTM F1216, ASTM F1743 or F2019, the physical properties herein, and those, which are to be utilized in the design of the CIPP for this project. The resin shall produce CIPP which will 112 City Council 18 – 176 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
comply with or exceed the structural and chemical resistance requirements of this specification. The CIPP shall be designed as per ASTM standards. The CIPP design shall assume no bonding to the original pipe wall. The cured pipe material (CIPP) shall, at a minimum, meet or exceed the structural properties, as listed below.

Proper
ty
Test Method
ASTM D-790
ASTM D-790
Cured Composite Per Cured Composite ASTM F1216 Per
Flexural Design
Modulus
of Elasticity
250,000 psi Contractor
(Short Value
Term) Flexural Strength
(Short Term)
4,500 psi Contractor Value
The required structural CIPP wall thickness shall be based, as a minimum, on the physical properties of the cured composite in accordance with the Design Equations contained in the appendix of the ASTM standards, and the following design parameters: Design Safety Factor
Creep Retention
Factor
Ovality

2.0 (1.5 for pipes 36” or larger)
33% 2% or as measured by field inspection Constrained Soil Modulus Per AASHTO LRFD Section 12 and Groundwater AWWA Manual M45
Depth
Soil Depth (above the crown)
Live Load
As specified or indicated on the Plans As specified or indicated on the Plans Highway, railroad or airport as applicable
120 lb/cu. Ft.

Soil Load (assumed)
Minimum service life
50 years
The Contractor shall submit, prior to installation of the lining materials, certification of compliance with these specifications and/or the requirements of the pre-approved CIPP system. Certified material test results shall be included that confirm that all materials conform to these specification and/or the pre-approved system. Materials not complying with these requirements will be rejected. 113
City Council 18 – 177 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
The installed CIPP shall be continuous over the entire length of a sewer line section and be free from visual defects such as foreign inclusions, dry spots, pinholes, major wrinkles and de-lamination. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to inside the lined pipe.

The beginning and end of the CIPP shall be sealed to the existing host pipe. The sealing material shall be compatible with the pipe end and shall provide a watertight seal. A seal, consisting of a resin mixture or hydrophilic seal compatible with the installed CIPP shall be applied at manhole walls in accordance with the CIPP System manufacturer’s recommendations. The installed CIPP Liner Pipe shall have a long term (50 year) corrosion resistance to the typical chemicals found in sanitary sewage. Submittals shall include the following: 1. Fabric Tube – including the manufacturer and description of product components. 2. Flexible membrane (coating) material – including recommended repair (patching) procedure if applicable. 3. Raw Resin Data – including the manufacturer and description of product components. 4. Manufacturers’ shipping, storage and handling recommendations for all components of the CIPP Liner Pipe system. 5. All MSDS sheets for all materials are to be furnished for the project. 6. Tube wet-out and cure method – this shall include a complete description of the proposed wet-out procedure for the proposed technology, the manufacturer’s recommended cure method for each diameter and thickness of CIPP Liner Pipe to be installed and contain a detailed curing procedure with the curing medium and method of application.

If sewer by-passing is deemed necessary, it shall be the Contractor’s responsibility to provide the necessary equipment to handle the flow without sewage backup occurring to facilities connected to the sewer. Sewer by-passing shall conform to section 500-4.3 of the Standard Specifications.

The materials used for the project shall be certified by the manufacturer for the specified purpose. The manufacturer shall warrant the liner to be free from defects in raw materials for one (1) year from the date of installation and acceptance by the City. The Contractor shall warrant the liner installation for a period of one (1) year. During the Contractor warranty period any defect, which may materially affect the integrity, strength, function and/or operation of the pipe, shall be repaired at the Contractor’s expense. 114 City Council 18 – 178 1/21/2025

CITY OF

SANTA ANA SPECIFICA
PROJECT NO.: 25-6030 TIONS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
After a pipe section has been lined and for a period of time up to one (1) year following completion of the project, the City may inspect all or portions of the lined system. The specific locations will be selected at random by the City and will include all sizes of CIPP from this project. If it is found that any of the CIPP liner pipe has developed abnormalities since the time of "Post Construction Television Inspection," the abnormalities shall be repaired and/or replaced. If, after inspection of a portion of the lined system under the contract, problems are found, the City may inspect all CIPP liner pipe installed on the contract. All verified defects shall be repaired and/or replaced by the Contractor and shall be performed per the original specifications, all at no additional cost to the City. 115
City Council 18 – 179 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX A TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

DEFINITION OF

BID ITEMS
City Council 18 – 180 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

DEFINITION OF BID ITEMS
The unit prices paid for the items listed in the Contractor’s Proposal as defined herein shall be considered full compensation for furnishing all labor, materials, tools, and equipment, and doing all work involved in furnishing and installing the materials complete and in place, in accordance with the details shown on the Plans, as specified herein, and as directed by the Engineer.

All incidental work which is neither shown on the Plans nor otherwise specified, and which is necessary to complete the improvements as shown on the Plans and as specified in the Contract Documents (defined in the Contract/Agreement), shall be furnished and installed as though such work were shown on the Plans or specified in the Contract Documents, and no additional compensation shall be allowed therefore.

The scope of work includes, but is not limited to, each bid item listed in the Contractor’s Proposal and as described in the following.

Bid Item No. 1 - Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue This work consists of installing traffic signal including Standards, Poles, Controller Cabinet Assembly, Electrical Pedestal Assembly, Vehicles and Pedestrians Signals, Luminaires, Vehicle and Pedestrians Detectors, Pedestrian Push Button Assembly, APS System, Video Detection System, EVP System, Signs, Conductors and Cables, Wiring, Removing, Reinstalling or Salvaging Equipment, and any other work required to provide the intended operation at the locations shown on the project plans.

Payment for traffic signal work shall be included in the lump sum price paid for Traffic Signal Modification except for other listed contract bid items. The lump sum price bid for Traffic Signal Modification shall be considered full compensation for furnishing all labor, materials, equipment, tools and incidentals and no additional compensation will be allowed therefore.

Bid Item No. 2 - Install 2” PVC Conduit This work consists of furnishing installing Polyvinylchloride (PVC) traffic signal and/or interconnect communication conduit including pull tape, ground wire, fittings, duct seal, pot holing, concrete or asphalt restoration and appurtenances complete and in place, of the size indicated on the plans.

Payment for the installation of 2” PVC Conduit shall be at contract unit price bid per Linear Foot listed in the Bid Proposal and shall be considered full compensation for furnishing all labor, materials, tools, equipment, removals, paving, landscape repair, sidewalk restoration, pothole, and/or trench backfill per City Std. Plan 1150, permanent asphalt replacement, permanent PCC replacement, striping and appurtenances for all related items of work necessary for the installation, and no additional compensation will be allowed therefore. 1 of 8 City Council 18 – 181 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Bid Item No. 3 - Install 3” PVC Conduit This work consists of furnishing installing Polyvinylchloride (PVC) traffic signal and/or interconnect communication conduit including pull tape, ground wire, fittings, duct seal, pot holing, concrete or asphalt restoration and appurtenances complete and in place, of the size indicated on the plans.

Payment for the installation of 3” PVC Conduit shall be at contract unit price bid per Linear Foot listed in the Bid Proposal and shall be considered full compensation for furnishing all labor, materials, tools, equipment, removals, paving, landscape repair, sidewalk restoration, pothole, and/or trench backfill per City Std. Plan 1150, permanent asphalt replacement, permanent PCC replacement, striping and appurtenances for all related items of work necessary for the installation, and no additional compensation will be allowed therefore.

Bid Item No. 4 - Install 4” PVC Conduit This work consists of furnishing installing Polyvinylchloride (PVC) traffic signal and/or interconnect communication conduit including pull tape, ground wire, fittings, duct seal, pot holing, concrete or asphalt restoration and appurtenances complete and in place, of the size indicated on the plans. Payment for the installation of 4” PVC Conduit shall be at contract unit price bid per Linear Foot listed in the Bid Proposal and shall be considered full compensation for furnishing all labor, materials, tools, equipment, removals, paving, landscape repair, sidewalk restoration, pothole, and/or trench backfill per City Std. Plan 1150, permanent asphalt replacement, permanent PCC replacement, striping and appurtenances for all related items of work necessary for the installation, and no additional compensation will be allowed therefore.

Bid Item No. 5 - Install SCE Pull Box This work consists of installing and/or replacing pull box per SCE design plan, including the removal and/or modification of any interfering portions of existing pull boxes, conduit, PCC, concrete, and asphalt restoration, as indicated on plans. Payment for the Installation of SCE Pull Box, shall be at contract unit price bid per Each Item listed in the Bid Proposal and shall be considered full compensation of furnishing all labor, materials, tools, equipment, removals, paving, landscape, repair, sidewalk restoration, and appurtenances for all related items of work necessary for the installation and no additional compensation will be allowed therefore.

Bid Item No. 6 - Install No. 6 Pull Box This work consists of installing and/or replacing pull boxes including bolt down Fiberlyte Lid per City Std. Plan 1501 with bolts, the removal and/or modification of any interfering portions of existing pull boxes, conduit, PCC, concrete, and asphalt restoration, as indicated on plans. 2 of 8
City Council 18 – 182 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Payment for the Installation of No. 6 Pull Box, shall be at contract unit price bid per Each Item listed in the Bid Proposal and shall be considered full compensation of furnishing all labor, materials, tools, equipment, removals, paving, landscape, repair, sidewalk restoration, and appurtenances for all related items of work necessary for the installation and no additional compensation will be allowed therefore.

Bid Item No. 7 - Install No. 6E Pull Box This work consists of installing and/or replacing pull boxes including bolt down Fiberlyte Lid per City Std. Plan 1501 with bolts, the removal and/or modification of any interfering portions of existing pull boxes, conduit, PCC, concrete, and asphalt restoration, as indicated on plans. Payment for the Installation of No. 6E Pullbox, shall be at contract unit price bid per Each Item listed in the Bid Proposal and shall be considered full compensation of furnishing all labor, materials, tools equipment, removals, paving, landscape repair, sidewalk restoration, and appurtenances for all related items of work necessary for the installation, and no additional compensation will be allowed therefore.

Bid Item No. 8 - IP Communication System This work consists of installing IP Communication System, Ethernet switch, power distribution unit, Fiber Distribution Unit, splice trays, pigtails, connectors, jumper cables, labeling and network configuration as indicated on plans and listed in the special provisions.

Payment for the installation of IP Communication System shall be at contract unit price bid per Lump Sum listed in the Bid Proposal and shall be considered full compensation for furnishing all materials, labor, equipment, tools, and incidentals and no additional compensation will be allowed therefore.

Bid Item No. 9 - Install 12 Strand SMFO This work consists of installing Corning Cable Systems Single Mode Fiber Optic Cable including trace wire, labeling, reel testing, OTDR testing and appurtenances complete and in place, of the fiber strands indicated on the plans. Payment for the installation of 12 Strand SMFO Cable, shall be at contract unit price bid per Linear Foot listed in the Bid Proposal and shall be considered full compensation for furnishing all materials, labor, equipment, tools, and incidentals and no additional compensation will be allowed therefore.

Bid Item No. 10 - Fusion Splice Strand SMFO Cable This work consists of Fusion Splice 1 Strand Single Mode Fiber Optic Cable including pigtails, connectors, labeling, and OTDR testing as indicated on plans. Payment for the installation of Fusion Splice Strand SMFO Cable, shall be at contract unit price bid per Each Item listed in the Bid Proposal and shall be consider full compensation for furnishing 3 of 8 City Council 18 – 183 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
all materials, labor, equipment, tools, and incidentals and no additional compensation will be allowed therefore. Bid Item No. 11 - Fiber Optic Splice Enclosure This work consists of installing a Corning Cable Systems Fiber Optic Splice Closure including splice trays, pigtails, connectors, and labeling as indicated on plans. Payment for the installation of Fiber Optic Splice Enclosure, shall be at contract unit price bid
per Each Item listed in the Bid Proposal and shall be considered full compensation for furnishing all materials, labor, equipment, tools, and incidentals and no additional compensation will be allowed therefore.

Bid Item No. 12 - Signing and Striping Removal of all traffic striping and pavement markings shall be by wet blasting. All traffic striping may be removed by wet sandblasting with the Engineer’s approval, shall be completely removed to the satisfaction of the Engineer. Any damaged
pavement due to pavement removal
(Grinding), SHALL be repair to maintain a smooth and uniform surface. All removal areas shall be slurry sealed by rubberized slurry seal. Slurry seal shall cover from lane line to lane line unless directed otherwise by the engineer.

Payment for Signing and Striping shall be at the contract unit price bid per Lump Sum listed in the Bid Proposal, and shall include full compensation for furnishing all labor, materials, tools, equipment, disposal of all removed materials and incidentals as required, and no additional compensation will be allowed therefore.

Bid Item No. 13 - Pothole Pole Location for Utility Conflicts The work under this item consists of potholing for traffic signal equipment location as shown on the plans. One pothole bid item includes all utilities found in the pothole, not per utility. The work under this item consists of mobilizing the Contractor’s workforce, labor, equipment, and materials; providing bonds, insurance, and license; demobilizing; and performing final cleanup. All work shall be performed to the satisfaction of the Engineer.

Payment for Pothole Pole Location for Utility Conflicts shall be considered full compensation for furnishing all labor, materials, tools, equipment, removals, paving, landscape repair, irrigation repair, root shaving, sidewalk restoration, pothole and trench backfill per City Std. Plan 1150, permanent asphalt replacement, permanent PCC replacement and appurtenances for all related items of work necessary for the installation. No additional compensation will be allowed therefore.

Bid Item No. 14 - Pothole Utilities Not Shown on Plan Payment for Pothole Utilities Not Shown on Plan, shall be at contract unit price bid per Each Item listed in the Bid Proposal and shall be considered full compensation for furnishing all labor, materials, tools, equipment, removals, paving, landscape repair, sidewalk restoration, pothole and 4 of 8 City Council 18 – 184 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
trench backfill per City Std. Plan 1150, permanent asphalt replacement, permanent PCC replacement, and appurtenances for all related items of work necessary for the installation, and no additional compensation will be allowed therefore. Bid Item No. 15 - Unclassified Excavation Payment for this item shall be at the contract unit price bid per Cubic Yard listed in the Bid Proposal/Plans, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, disposal of excavated materials, and incidentals as required and no additional compensation will be allowed therefore.

Payment for unclassified fill, if any, is considered as included in the unit price paid for unclassified excavation. Payment for over-excavation shall be paid for at the unit price for unclassified excavation. Bid Item No. 16 - AC Pavement Payment for this item shall be at the contract unit price bid per Ton as listed in the Bid Proposal, and shall include full compensation for doing all work; including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore.

Payment for asphalt concrete pavement used in areas of over-excavation to mitigate unsuitable subgrade materials shall be paid for at the contract unit price bid per ton. Bid Item No. 17 - PCC Sidewalk (T=4") The work under this item consists of grading, compacting subgrade, and constructing 4-inch thick Stamped Colored PCC Sidewalk in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications, plans, and contract document specifications.

Payment for this item shall be at the contract unit price bid per Square Foot as listed in the Bid Proposal/Plans, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore. Payment for thickness (T=6”) shall be paid 1.5 times the unit price.

Bid Item No. 18 - PCC Median 4” Stamped Concrete The work under this item consists of grading, compacting subgrade, and constructing 4-inch thick PCC Sidewalk in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications, plans, and contract document specifications. 5 of 8
City Council 18 – 185 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Payment for this item shall be at the contract unit price bid per Square Foot as listed in the Bid Proposal, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore. Payment for thickness (T=6”) shall be paid 1.5 times the unit price.

Bid Item No. 19 - PCC Curb (Type B-1) The work under this item consists of grading, compacting subgrade, and constructing PCC Curb in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications, plans, and contract document specifications. Payment for this item shall be at the contract unit price bid per Linear Foot as listed in the Bid Proposal, and shall include full compensation for doing all work; including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore.

Bid Item No. 20 - PCC Curb and Gutter (Type A-2-8) The work under this item consists of grading, compacting subgrade, and constructing PCC Curb in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications, plans, and contract document specifications. Payment for this item shall be at the contract unit price bid per Linear Foot as listed in the Bid Proposal, and shall include full compensation for doing all work; including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore.

Bid Item No. 21 - PCC Cross- Gutter (Local Street) The work under this item consists of grading, compacting subgrade, and constructing 8-inch thick PCC cross gutter in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications, plans, and contract document specification.

Payment for this item shall be at the contract unit price bid per Square Foot as listed in the Bid Proposal, and shall include full compensation for doing all work; including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefor.
6 of 8
City Council 18 – 186 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Bid Item No. 22 - PCC Modified Retaining Curb The work under this item consists of grading, compacting subgrade, and constructing PCC Modified Retaining Curb in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications, plans, and contract document specification.

Bid Item No. 23 - PCC Modified Retaining Curb (Double) The work under this item consists of grading, compacting subgrade, and constructing PCC Modified Retaining Curb (Double) in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications, plans, and contract document specification.

Payment for this item shall be at the contract unit price bid per Linear Foot as listed in the Bid Proposal, and shall include full compensation for doing all work; including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefor. Bid Item No. 24 - PCC Curb Ramp The work under this item consists of grading, compacting subgrade, and constructing 4-inch thick PCC Curb Ramp including curb & gutter in accordance with the provisions of Section 301-1, “Subgrade Preparation,” and Section 303-5, “Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways,” of the Standard Specifications and contract document specification.

Payment for this item shall be at the contract unit price bid per Square Foot as listed in the Bid Proposal, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore. The curb ramp area includes the ramp’s flares and ramp area. The landing area is considered sidewalk.

Bid Item No. 25 - Install Liner Along Existing 10” VCP Sewer Pipe Payment for this item shall be at the contract unit price bid per Linear Foot as listed in the Bid Proposal/Plans, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore.
7 of 8
City Council 18 – 187 1/21/2025

CITY OF SANTA ANA

DEFINITION OF BID ITEMS
PROJECT NO.: 25-6030

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
Bid Item No. 26 - CCTV Inspection of Existing Sewer Main and Laterals (Pre and Post Construction) The work under this item consists of performing a pre- construction and a post-construction CCTV inspection of the existing sewer main and laterals.

Payment for this item shall be at the contract unit price bid per Lump Sum as listed in the Bid Proposal, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, removals, disposal of materials and incidentals as required and no additional compensation will be allowed therefore. Bid Item No. 27 - Temporary Above Ground Sewer Line with Backup Pumps and Tractor Truck Payment for this item shall be at the contract unit price bid per Lump Sum as listed in the Bid Proposal, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore.

Bid Item No. 28 - Pedestrian Barricade Payment for this item shall be at the contract unit price bid per Linear Foot as listed in the Bid Proposal, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, and incidentals as required and no additional compensation will be allowed therefore.

Bid Item No. 29 - Project Advertising Sign(s) Payment for Project Advertising Sign shall be at the contract unit price bid per Each item listed in the Bid Proposal, and shall include full compensation for doing all work, including furnishing all materials, labor, equipment, tools, disposal of all removed materials, and incidentals as required and no additional compensation will be allowed therefore.

Bid Item No. 30 - Construction Permit The work under this item consists of obtaining a Construction Permit at the City of Santa Ana Public Works Development Services counter and making the required deposit (refer to Section 2- 2a, Construction Permit, of these Special Provisions). Payment for Construction Permits shall be at the contract unit price bid per Lump Sum listed in the Bid Proposal, and shall include full compensation for doing all work and no additional compensation will be allowed therefore.
8 of 8
City Council 18 – 188 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX B TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

CONSTRUCTION CONTRACT AGREEMENT
City Council 18 – 189 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX B TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
This CONSTRUCTION CONTRACT is made and entered into this _____ day of ___________________ by and between the City of Santa Ana, California, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of Califor nia (hereina fter “CITY ”), and
________________________________________________ __ (hereinafter “CONTRACTOR”). WITNESS ETH: The CITY and the CONTRACTOR, for the consideration hereinafter named, mutually agree as follows: 1. CONTRACTOR agrees to perform all the work and furnish all the materials at its own cost and expense necessary to construct and complete in a good and workmanlike manner and to the satisfaction of the City Engineer of the CITY, the Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue Project (hereinafter referred to as the “WORK OF IMPROVEMENT”) identified in and in accordance with the Contract Documents prepared by the City’s Public Works Agency and approved by the City Council.

2. The complete Construction Contract consists of the “Contract Documents” as defined by the Standard Specifications for Public Works Construction and which include the following:
• Notice
Inviting Bids
• Information
to Bidders
• Bid Proposal
• Bid Bond
• Contract
Form
Contract
Bonds • General Provisions
• Special Provisions
• Technical Provisions
and Project Plans
• Community Workforce
Agreement In case of conflict between the Contract Documents, the • Appendices precedence of documents shall be as established in the Standard Specifications for Public 3. CITY agrees to pay and CONTRACTOR agrees to Works Construction. accept in full payment to complete the WORK OF IMPROVEMENT the sum total amount not to exceed ________________________________ _________________________________, as set
forth and identified in the BID PROPOSAL, which is attached hereto and incorporated herein as Exhibit “B,” and in accordance with Section 2-7.1 of the Greenbook: Standard Specifications for Public Works Construction. The BID PROPOSAL contains a schedule of unit price(s) or lump sum(s) based on approximate quantities only, and the City does not expressly or by implication agree that the City Council 18 – 190 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX B TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as 4. CONTRACTOR agrees to complete the WORK OF may be deemed necessary or advisable. IMPROVEMENT within the time specified in the Time for Completion of Improvements section of the BID PROPOSAL (Exhibit “B”) including commencing construction within the timeframe therein specified after issuance of a Notice to Proceed.

5. The CONTRACTOR will pay, and will require all subcontractors to pay, all employees on the WORK OF IMPROVEMENT a salary or wage at least equal to the prevailing salary or wage established for such work as set forth in the wage determinations for this work in accordance with applicable State and Federal law. 6. If applicable, the CONTRACTOR shall adhere to the CITY’S Community Workforce Agreement (CWA), a pre-hire collective bargaining agreement, which establishes the labor relations policies and procedures for CONTRACTOR to follow in the crafts persons employed to complete the WORK OF IMPROVEMENT as more fully described in the CWA. The CWA may be found on the City’s website at: http://www.
ana.org/pwa/documen santats/CWA.pdf 7. CONTRACTOR shall, after award of this Contract, furnish two bonds to be approved by the CITY, one in the amount of One Hundred Percent (100%) of the Contract price, to guarantee the faithful performance of the work (Performance Bond), and one in the amount of One Hundred Percent (100%) of the Contract price to guarantee payment of all claims for labor and materials furnished (Payment Bond). This Contract shall not become effective until such bonds are supplied to and approved by the CITY.

9. CONTRACTOR shall, after award of this Contract, furnish Certificates of Liability Insurance and Worker’s Compensation Insurance as outlined in the General Provisions, to be approved 10. by the CITY. INDEMNIFICA TION. To the fullest extent allowed by law, CONTRACTOR and its Subcontractors hereby agree to defend, indemnify, and hold harmless CITY, its City Council, boards and commissions, officers, agents, employees, representatives and volunteers (hereinafter collectively referred to as "Indemnitees"), through legal counsel acceptable to CITY, from and against any liability, City Council 18 – 191 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX B TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
claims, actions, costs, damages or losses, including reasonable costs and attorney’s fees, for injury, including death to any person or damage to any property, arising directly or indirectly from, or in any manner relating to, any of the following: (i) Performance or nonperformance of the Work of Improvement by CONTRACTOR or (ii) its Subcontractors of any lower tier; Performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier, of any of the obligations under the Contract
Documents; (iii) The construction activities of CONTRACTOR or its Subcontractors of any lower tier, (iv) either on the project site or on other properties; The payment or nonpayment by CONTRACTOR of any of its Subcontractors of any lower tier, for Work of Improvement performed on or off the project site; and Any personal injury, property damage or economic loss to third persons related to and arising from the performance or nonperformance by CONTRACTOR or its Subcontractors of any lower tier, of the Work of
Improvement.
(v)
(vi) The indemnity obligations of Subcontractors provided by this Section shall be included in all subcontract documents issued by CONTRACTOR. Nothing in the Contract Documents shall be construed to give rise to any implied right of indemnity in favor of CONTRACTOR against CITY or any other Indemnitee. IN WITNESS WHEREOF, the parties hereto have executed this Construction Contract on the day and year first above written.

City Council 18 – 192 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX B TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
ATTE ST: CITY OF SANTA ANA
JENNIFER L. HALL
City Clerk
ALVARO
NUNEZ
City
Manager
APPROVED AS TO FORM:

SONIA R. CARVALHO
City Attorney
CONTRAC TOR:

Company:

By:

JONATHAN MARTINEZ
Assistant City Attorney
NAM
E:

TITL
E:

RECOMMENDED FOR APPROVAL:

NABIL SABA, PE
Executive Director
Public Works Agency
City Council 18 – 193 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX C TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
BON
DS
City Council 18 – 194 1/21/2025

CITY OF

SANTA ANA BON
PROJECT NO.: 25-6030 DS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
FAITHFUL PERFORMANCE KNOW ALL MEN BY BOND THESE PRESENTS that as CONTRACTOR, and
,
,
a corporation, organized and existing under the laws of the State, and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Santa Ana, as AGENCY, in the penal sum ofDolla ($ ), which is 100 percent of the total contracts project, for the payment of which sum, CONTRACTOR and amount for the above stated SURETY agree to be bound, jointly
and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY dated for , if CONTRACTOR faithfully performs and fulfills all obligations in the performance of the Work of Improvement to be done under said Contract Agreement in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seal this day of , 20 .

CONTRAC TOR*
SURET Y*
Subscribed and sworn to before me, , this day
, 20 . of
Signatu
re: Notary Public in and for the County of , State of Rate of premium on this bond is $ Total amount of premium charge is $
per thousand.
. To be filled in by Surety *Provide CONTRACTOR / ADMITTED SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative.
1 of 3
City Council 18 – 195 1/21/2025

CITY OF

SANTA ANA BON
PROJECT NO.: 25-6030 DS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE
PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that
as CONTRACTOR, and
,
,
a corporation, organized and existing under the laws of the State, and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Santa Ana, as AGENCY, in the penal sum ofDolla ($ ), which is 100 percent of the total contracts project, for the payment of which sum, CONTRACTOR and amount for the above stated SURETY agree to be bound, jointly
and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY dated for , if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the Work of Improvement to be done under said Contract Agreement, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall insure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said alterations is hereby waived by SURETY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seal this day of , 20 .

CITY OF

SANTA ANA BON
PROJECT NO.: 25-6030 DS TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

WARRANTY PERFORMANCE AND PAYMENT BOND
(To be submitted upon project completion as a KNOW ALL MEN BY condition of project acceptance) THESE PRESENTS that as CONTRACTOR, and
,
,
a corporation, organized and existing under the laws of the State, and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Santa Ana, as AGENCY, in the penal sum ofDolla ($ ) for the above stated project, for the rs CONTRACTOR and SURETY agree to be bound, jointly payment of which sum, and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY dated for , if CONTRACTOR faithfully warrants the work done under said Contract Agreement against material or quality defects for a period of one year after acceptance by the AGENCY, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seal this day of , 20 .

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX D TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

CERTIFICATE OF

INSURANCE
City Council 18 – 198 1/21/2025
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City Council 18 – 202 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX E TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

CONSTRUCTION SIGNAGE AND NOTICES
City Council 18 – 203 1/21/2025
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*on min 4x4 posts 7' above grade City Council 18 – 207 1/21/2025

CITY OF

SANTA ANA APPEND
PROJECT NO.: 25-6030 IX F TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE

STANDARD
PLANS
https://www.santa- ana.org/engineering-standards-andhttps://dot.ca.gov/programs/design/july-2023-ccs- plans/ standard-plans-and-standard-specifications
City Council 18 – 208 1/21/2025
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City Council 18 – 219 1/21/2025
The marking shall
be
“Signal” for traffic
signal circuits or
“Communication”
for
communication
circuits.

Pull box lid shall be made
of
lightweight, high strength
composite material
(Fibrelyte by
Oldcastle Christy or City
approved equivalent) A A
MARKIN
G
Lift hole
Pull Box shall be
made
of reinforced
Portland
cement concrete
with
plastic lining
TOP
VIEW Top of the pull box
shall be
flush with surrounding
grade
#6 AWG
Bonding
Jumper
4” (100 mm) min.
clearance for ex.
conduits
Industry-Grade
Sealing
Compound
(typical for all
10’ Copper
Ground
Rod conduit
ends) 2” (50
mm)
Groundin
g
6” (150 mm) Bushing
Crushed
Rocks
12” (300 mm)
Extension When
Specified

SECTION
A-A
Notes
:

1. All new pull boxes shall be size No.6, unless shown differently on plans approved by the City, or as directed by the City’s Traffic Engineer. 2. All existing pull boxes that are within the sidewalk / wheelchair ramp rehabilitating or improvement areas shall be replaced with new pull boxes. 3. No new pull box shall be installed in roadway or driveway unless it is approved by the City’s Traffic Engineer. If approved, only traffic loading type pull box and lid shall be used. 4. See Caltrans Standard Plans for pull box sizes, dimensions, and traffic pull box details. 5. A 10’ ground rod in the pull box is required to ground traffic signal pole if the conduit from
the pole to the pull box is non metallic.

APPROVE
D:

DATE: 06/10/202
1 CITY OF SANTA

ANAPUBLIC WORKS
AGENCY
CITY

ENGINEER DATE REVISIO
N
Revised notes
STD. PLAN
NO. 4/25/08 Traffic Signal &
SA Communication
Pull Box
150
1 City Council 18 – 220 1/21/2025
City Council 18 – 221 1/21/2025

CITY OF SANTA

ANAAPPENDIX
PROJECT NO.: 25-6030 G

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM

AVENUE AND ROSEWOOD
AVENUE

BID PROTEST FEE

PAYMENT FORM
City Council 18 – 222 1/21/2025

CITY OF SANTA

ANAAPPENDIX G
PROJECT NO.: 24-6045

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE

AND SPRUCE STREET
Bid Protest Fee
Payment Form
Any Bid Protest shall be required to include the payment of a nonrefundable fee of $1,936.00 as
referenced in the Project Specifications Section – Instruction To Bidders For Proposal
Submission – Bid Protest, a. Bid Protest Fee.

Payments must be made within normal Finance Cashier Hours (refer to website for updated
hours https://www.santa-ana.org/permits-counter/). Please bring completed form to the counter
along with the method of payment to continue the Bid Protest procedure. Any Bid Protest
submitted without proof of payment will not be reviewed and will be returned to the protesting
bidder. Project Name:
_________________________________________________________ ______
Project Number:
_________________________________________________________ ____
Contractor Name (Payee):
_____________________________________________________
Contractor Address:
_________________________________________________________ _
Payment Amount: $1,936.00
Account: 08617002-
53748
City Council 18 – 223 1/21/2025

CITY OF SANTA

ANAAPPENDIX
PROJECT NO.: 25-6030 H

TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM

AVENUE AND ROSEWOOD
AVENUE

COMMUNITY WORKFORCE

AGREEMENT (CWA)
City Council 18 – 224 1/21/2025

COMMUNITY WORKFORCE

AGREEMENT

BY AND BETWEEN

THE CITY OF

SANTA ANA
AND

LOS ANGELES/ORANGE

COUNTIES

BUILDING AND CONSTRUCTION

TRADES COUNCIL

AND THE SIGNATORY CRAFT COUNCILS

AND UNIONS
City Council 18 – 225 1/21/2025

TABLE OF

CONTENTS
ARTICLE 1 DEFINITIONS
Page
3 ARTICLE 2 SCOPE OF THE AGREEMENT
ARTICLE 3 UNION RECOGNITION AND

EMPLOYMENT
ARTICLE 4 UNION ACCESS AND

STEWARDS
ARTICLE 5 WAGES AND BENEFITS
4 9
13 14
15 17
20 21
23 25
26 26
26 28
28 28
29 30
30 30
33 34
37 39
40 ARTICLE 6 HOURS OF WORK, OVERTIME, SHIFTS

AND HOLIDAYS
ARTICLE 7 WORK STOPPAGES AND LOCKOUTS
ARTICLE 8 WORK ASSIGNMENTS AND

JURISDICTIONAL DISPUTES
ARTICLE 9 MANAGEMENT RIGHTS ARTICLE 10 SETTLEMENT OF GRIEVANCES AND

DISPUTES
ARTICLE 11 REGULATORY COMPLIANCE
ARTICLE 12 SAFETY AND PROTECTION OF PERSON

AND PROPERTY
ARTICLE 13 TRAVEL AND SUBSISTENCE
ARTICLE 14 APPRENTICES ARTICLE 15 WORKING
CONDITIONS ARTICLE 16 PRE-JOB
CONFERENCES ARTICLE 17 LABOR/MANAGEMENT

COOPERATION
ARTICLE 18 SAVINGS AND

SEPARABILITY
ARTICLE 19 WAIVER ARTICLE 20
AMENDMENTS ARTICLE 21 DURATION OF THE

AGREEMENT
ATTACHMENT A – LETTER OF
ASSENT ATTACHMENT B – ZIP
CODES ATTACHMENT C – CRAFT REQUEST
FORM
ATTACHMENT D – LIST OF NEUTRAL

ARBITRATORS
ATTACHMENT E– SUBSTANCE ABUSE
POLICY Community Workforce
Agreement
2 City of Santa
Ana
City Council 18 – 226 1/21/2025

CITY OF SANTA ANA

COMMUNITY WORKFORCE

AGREEMENT
This Community Workforce Agreement (“Agreement”) is entered into on June 6, 2023 (“Effective
Date”), by and between the City of Santa Ana, a municipal corporation (“City”), the Los
Angeles/Orange Counties Building and Construction Trades Council (“Trades Council”), and the
signatory Craft Councils and Local Unions signing this Agreement (collectively, the “Union” or
“Unions”). This Agreement establishes the labor relations policies and procedures for the City, the
Contractors awarded contracts for Project Work and for the crafts persons employed by the
Contractors and represented by the Unions engaged in the Project Work as more fully described
below. The City, Trades Council and Unions are hereinafter referred to herein, as the context may
require, as “Party” or “Parties.”
It is understood by the Parties to this Agreement that for the duration of this Agreement, it shall be
the policy of the City for all Project Work (as defined in Section 2.2.) to be contracted exclusively
to Contractors who agree to execute and be bound by the terms of this Agreement, directly or
through the Letter of Assent (a form of which is attached as “Attachment A”), and to require each
of its subcontractors, of whatever tier, to become so bound. The City shall include, directly or by
incorporation by reference, the requirements of this Agreement in the advertisement of and/or
specifications for each and every contract for Project Work to be awarded by the City.

It is further understood that the City shall actively administer and enforce the obligations of this
Agreement to ensure that the benefits envisioned from it flow to all Parties, the Contractors and
crafts persons working under it, and the residents of the City. The City shall therefore designate a
“CWA Administrator,” either from its own staff or an independent contractor, to serve as the City’s
liaison for Contractors and other persons; monitor compliance with this Agreement; assist, as the
authorized representative of the City, in developing and implementing the programs referenced
herein, all of which are critical to fulfilling the intent and purposes of the Parties and this
Agreement; and to otherwise implement and administer this Agreement.

ARTICLE
1 DEFINITIO
Section 1.1 “Agreement” or “CWA” means this Community NS Workforce Agreement.

Section 1.2 “Apprentice” means those employees indentured and participating in a Joint
Labor/Management Apprenticeship Program approved by the State of California, Department of
Industrial Relations, Division of Apprenticeship Standards. Section 1.3 “Construction Contract” or “Construction Contracts” means any contract entered
into by the City, for the construction of Project Work as specified in Section 2.2. Section 1.4 “Contractor” means any individual firm, partnership or corporation, or combination
thereof, including joint ventures, which is an independent business enterprise and which has
entered into a Construction Contract with the City or any of its contractors or any of the City's or
Community Workforce
Agreement
3 City of Santa
Ana
City Council 18 – 227 1/21/2025
contractor's subcontractors of any tier, with respect to the construction of any part of a Project
under contract terms and conditions approved by the City and which incorporate this Agreement. Section 1.5 “City” means the City of Santa Ana.

Section

1.6 “Joint Labor/Management Apprenticeship Program” means Contractor administered apprenticeship program certified by the State of a joint Union and California, Department
of Industrial Relations, Division of Apprenticeship Standards.

Section

1.7 “Letter of Assent” means the document that each Contractor and submit to the City before beginning any Project Work, (of any tier) must sign which formally binds such
Contractor(s) to adherence to all the forms, requirements and conditions of this Agreement in the
form attached hereto as “ Section 1.8 “CWA Administrator” means the City’s authorized Attachment A.” representative who will be the
liaison between the City, Contractors, and the Unions; responds to inquiries about the CWA;
charged with monitoring compliance with the CWA, developing and implementing programs set
forth in the CWA including but not limited to grievance procedures.

Section

1.9 “Project”, “Project Work” or “City Project” means Capital projects administered through the City of Santa Ana Public Works Improvement Program Agency, subject to the State of
California public contracting laws, pursuant to a Construction Contract entered into by the City,
and as further described in Section 2.2. Section 1.10 “Specialty Contracts” means a contract for Project Work with a specialty contractor
which is either limited to a particular single trade or craft or limited to a singular scope of work
(i.e. installing a toilet.) Section 1.11 “Master Labor Agreements” means the local collective bargaining agreements of
the signatory Unions having jurisdiction over the Project Work and which have signed this
Agreement. Section 1.12 “Subscription Agreement” means the contract between a Contractor and a Union’s
Labor/Management Trust Fund(s) that allows the Contractor to make the appropriate fringe benefit
contributions in accordance with the terms of the Master Labor Agreements.

Section 1.13 The use of masculine or feminine gender or titles in this Agreement should be
construed as including both genders and not as gender limitations unless the Agreement clearly
requires a different construction. Further, the use of Article titles and/or Section headings are for
information only, and carry no legal significance.

ARTICLE 2

SCOPE OF THE

AGREEMENT
Section 2.1 General This Agreement shall apply to all of the City’s Project Work, as defined
in Section 2.2, performed by those Contractor(s) of whatever tier that have contracts awarded for
Community Workforce
Agreement
4 City of Santa
Ana
City Council 18 – 228 1/21/2025
such work, for the development of the City’s facilities which, jointly, constitute the Project, and
have been designated by the City for construction or rehabilitation. The CWA administrator will
submit annual reports to the City Council on this agreement. Section 2.2 Specific Project Work covered by this Agreement is defined and limited to:

2.2.1 All Public Works construction, as defined by the California Public Contract Code,
and major rehabilitation work pursuant to “prime multi-trade construction contracts” that exceed
seven hundred fifty thousand dollars ($750,000) and all subcontracts flowing from these prime
multi-trade contracts.

2.2.2 All prime “Specialty Contracts,” as defined in Section 1.10 that exceed one hundred
thousand dollars ($100,000) and all subcontracts flowing from these specialty contracts. 2.2.3 The City may, at any time and at its sole discretion, determine to build additional
buildings, facilities, and other projects under this Agreement which are not otherwise covered as
Project Work. 2.2.4 Any Affordable Housing projects that receive City funds.

2.2.5 This Agreement is not intended to, and shall not apply to any work advertised for
bids or performed at any time prior to the Effective Date, or after the expiration or termination of
this Agreement, except as otherwise provided herein. This Agreement shall in no way limit the
City’s right to terminate, modify or rescind any construction contract and/or any related
subcontract or agreement. Should the City remove or terminate any contract or agreement for
construction that does not fall within the scope of this Agreement and thereafter authorize that
work be commenced on any contract for such construction, the contract for construction shall be
performed under the terms of this Agreement.

Section 2.3 Bundling of
Contracts

2.3.1 The City, in its sole discretion, may seek to group (or “bundle”) for bidding,
contracts not meeting the threshold of Section 2.2 above. (Small contracts for like types of work,
scheduled to be undertaken at the same facility or on the same project site, and within the same
timeframe, will be considered for such bundling, consistent with economies of scale, and the
purposes of this Agreement); and

2.3.2 Project Work will not be intentionally split, divided or otherwise separated for
contract award purposes to avoid application of this Agreement.

Section

2.4 Applicability This Agreement shall not apply to any work of than that on Project Work specifically covered by any Contractor other this Agreement.

Community Workforce
Agreement
5 City of Santa
Ana
City Council 18 – 229 1/21/2025
Section

2.5 Exclusions Items specifically excluded from the scope of the this Agreement include
following:

2.5.1 Work of non-manual employees, including but not
limited to: superintendents;
teachers; supervisors (except those covered by Master Labor Agreements above the level of
general foreman); staff engineers; time keepers; mail carriers; clerks; office workers; messengers;
guards; safety personnel; emergency medical and first aid technicians; and other professional,
engineering, executive, administrative, supervisory and management employees;

2.5.2 Equipment and machinery owned or controlled and
operated by the City;

2.5.3 All off-site manufacture and handling of materials, equipment or machinery;
provided, however, that lay down or storage areas for equipment or material and manufacturing
(prefabrication) sites, dedicated solely to the Project, and the movement of materials or goods
between such locations and a Project site are within the scope of this Agreement;

2.5.4 All work performed by City employees, the CWA
Administrator, design teams
(including, but not limited to architects engineers and master planners), or any other consultants
for the City (including, but not limited to, project managers and construction managers and their
employees where not engaged in Project Work) and their sub-consultants, and other employees of
professional service organizations, not performing manual labor within the scope of this
Agreement; provided, however, that it is understood and agreed that Surveyors and
Building/Construction Inspector and Field Soils and Materials Testers (Inspectors) are a covered
craft under the Agreement. This inclusion applies to the scope of work defined in the State of
California Wage Determination for said Craft. This shall also specifically include such work where
it is referred to by utilization of such terms as “quality control” or “quality assurance.” Every
Surveyor and Inspector performing under the wage
classifications of Surveyor and
Building/Construction Inspector and Field Soils and Material Testers under a professional services
agreement or a construction contract shall be bound to all applicable requirements of the CWA.

Covered Work as defined by this Agreement shall be performed pursuant to the terms and
conditions of this Agreement regardless of the manner in which the work was awarded;

2.5.5 Any work performed near, or leading to a site of work covered by this Agreement
and undertaken by state, county or other governmental bodies, or their Contractors; or by public
utilities, or their Contractors; and/or by adjacent third-party landowners; and/or by the City or its
Contractors (for work which is not within the scope of this Agreement);

2.5.6 Off-site maintenance of leased equipment and on-site supervision of such work;

2.5.7 It is recognized that certain equipment and systems of a highly technical and
specialized nature will have to be installed at the Project. The nature of the equipment and systems,
together with requirements of a manufacturer’s warranty, may dictate that it be prefabricated, prepiped, and/or pre-wired and that it be installed under the supervision and direction of the Owner’s
and/or manufacturer’s personnel. The Unions agree to install such material, equipment and
systems without incident, or allow such installation to be performed by the manufacturer’s
employees or a contractor certified by the manufacturer where the Unions are unable to perform
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such work or the warranty requires the work to be performed by the employees of the manufacturer
or a contractor certified by the manufacturer. If a warranty on the manufacturer’s specialty or
technical equipment or systems purchased by the Owner requires that the installation of such
specialty or technical equipment or system be performed by the manufacturer’s own personnel,
then such installation may be performed by the manufacturer’s own personnel. If a warranty on
the manufacturer’s specialty or technical equipment or systems purchased by the Owner requires
that the installation of such specialty or technical equipment or system be performed by a
contractor certified by the manufacturer, and there are no Union signatory contractors certified by
the manufacturer to install and/or perform such work, then such installation may be performed by
such certified contractor. The General Contractor shall notify the Unions at the pre-job conference
of the use of this provision and shall provide copies of the written warranty that require that the
work be performed by the manufacturer’s own personnel, or a contractor certified by the
manufacturer, to the affected Union. When the warranty does not require installation by the
manufacturer’s own personnel or a contractor certified by the manufacturer, the Unions agree to
perform and install such work under the supervision and direction of the manufacturer’s
representative. This shall not apply to construction equipment.

2.5.8 Non-construction support services contracted by the City, City consultants, the
CWA Administrator, or Contractor in connection with a Project;

2.5.9 Laboratory work for
testing.

2.5.10 Coverage Exception This Agreement shall not apply if the City receives funding
or assistance from any Federal, State, local or other public entity for the Construction Contract if
a requirement, condition or other term of receiving that funding or assistance, at the time of the
awarding of the contract, is that the City not require, bidders, contractors, or other persons or
entities to enter into an agreement with one or more labor organizations. The City agrees that it
will make a reasonable effort to establish the enforcement of this Agreement with any
governmental agency or granting authority.

2.5.11 Work on the Project performed as a result of a threat to life, limb or property or
other emergency circumstances requiring immediate action.

Section

2.6 Awarding of Contracts for
Project Work

2.6.1 The City and/or the Contractors, as appropriate, have the absolute right to award
contracts or subcontracts on Project Work to any Contractor notwithstanding the existence or nonexistence of any agreements between such Contractor and any Union parties, provided only that
such Contractor is ready, willing, and able to execute and comply with this Agreement should such
Contractor be awarded work covered by this Agreement.

2.6.2 It is agreed that all Contractors of whatever tier, who have been awarded Project
Work contracts, shall be required to accept and be bound to the terms and conditions of this
Agreement, and shall evidence their acceptance by the execution of the Letter of Assent set forth
in “Attachment A” hereto, prior to the commencement of any Project Work. At the time that any
Contractor enters into a subcontract with any subcontractor of any tier providing for the
performance of the construction contract, the Contractor shall provide a copy of this Agreement to
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said subcontractor and shall require the subcontractor, as a part of accepting the award of a
construction subcontract, to agree in writing in the form of a Letter of Assent to be bound by each
and every provision of this Agreement prior to the commencement of work on the Project. No
Contractor or subcontractor shall commence Project Work without having first provided a copy of
the Letter of Assent as executed by it to the CWA Administrator and to the Trades Council before
the commencement of Project Work.

Section

2.7 Master Labor
Agreements

2.7.1 The provisions of this Agreement, including the Master Labor Agreements as such
may be changed from time-to-time and which also are incorporated herein by reference, shall apply
to Project Work. This Agreement is not intended to supersede such Master Labor Agreements
between any of the Contractors performing construction work on the Project and a Union signatory
thereto except to the extent the provisions of this Agreement are inconsistent with such Master
Labor Agreements, in which event the provisions of this Agreement shall apply. However, such
does not apply to work performed under the National Cooling Tower Agreement, the National
Stack Agreement, the National Transit Division Agreement (NTD), work within the jurisdiction
of the International Union of Elevator Constructors, and all instrument calibration and loop
checking work performed under the terms of the UA/IBEW Joint National Agreement for
Instrument and Control Systems Technicians except that Article 9 dealing with Strikes, Work
Stoppages and Lock-Outs, Work Assignments and Jurisdictional Disputes, and Settlement of
Grievances and Disputes shall apply to such work. Where a subject is covered by the provisions
of a Master Labor Agreement and not in conflict with the provisions of this Agreement, the
provisions of the Master Labor Agreement shall apply. It is specifically agreed that no later
agreement shall be deemed to have precedence over this Agreement unless signed by all parties
signatory hereto who are then currently employed or represented at the Project. Any dispute as to
the applicable source between this Agreement and any Master Labor Agreements for determining
the wages, hours of working conditions of employees on this Project shall be resolved under the
procedures established in Article 10.

2.7.2 It is understood that this Agreement, together with the referenced Master Labor
Agreements, constitutes a self-contained, stand-alone agreement and by virtue of having become
bound to this Agreement, the Contractor will not be obligated to sign any other local, area or
national collective bargaining agreement as a condition of performing work within the scope of
this Agreement (provided, however, that the Contractor may be required to sign a uniformly
applied, non-discriminatory Subscription Agreement at the request of the trustees or administrator
of a trust fund established pursuant to Section 302 of the Labor Management Relations Act, and
to which such Contractor is bound to make contributions under this Agreement, provided that such
Subscription Agreement does not purport to bind the Contractor beyond the terms and conditions
of this Agreement and/or expand its obligation to make contributions pursuant thereto). It shall be
the responsibility of the prime Contractor to have each of its subcontractors sign the appropriate
Subscription Agreement, with the appropriate Craft Union prior to the subcontractor beginning
work on Project Work.

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Section

2.8 Binding Signatories Only This Agreement shall only be Parties hereto, and shall not apply to the parents, affiliates, subsidiaries, binding on the signatory or other ventures of any
such Party not performing Project Work.

Section

2.9 Other City Work Nothing contained herein shall be
or interfere with the performance of any other operation, work or interpreted to prohibit, restrict, function not covered by this
Agreement, which may be performed by City employees or contracted for by the City for its own
account, on its property or in and around a Project site. Section 2.10 Separate Liability It is understood that the liability of the Contractor(s) and the
liability of the separate Unions under this Agreement shall be several and not joint. The Unions
agree that this Agreement does not have the effect of creating any joint employment status between
or among the City or CWA Administrator and/or any Contractor.

Section 2.11 Completed Project Work As areas of Project Work are accepted by the City, this
Agreement shall have no further force or effect on such items or areas except where the Contractor
is directed by the City or its representatives to engage in repairs, modification, check-out and/or
warranties functions required by its contract(s) with the City under the original contract.

ARTICLE 3

UNION RECOGNITION AND

EMPLOYMENT
Section 3.1 Recognition The Contractor recognizes the Trades Council and the Unions as the
sole and exclusive bargaining representative for the employees engaged in Project Work.

Contractors further recognize that the Unions shall be the primary source of all craft labor
employed on the Projects. In the event that a Contractor has its own core workforce, said
Contractor shall follow the procedures outlined below.

Section 3.2 Contractor Selection of Employees The Contractor shall have the right to
determine the competency of all employees, the number of employees required, the duties of such
employees within their craft jurisdiction, and shall have the sole responsibility for selecting
employees to be laid off, consistent with Section 3.3 and Section 4.2, below. The Contractor shall
also have the right to reject any applicant referred by a Union for any reason, subject to any
reporting pay required by Section 6.6; provided, however, that such right is exercised in good faith
and not for the purpose of avoiding the Contractor’s commitment to employ qualified workers
through the procedures endorsed in this Agreement.

Section 3.3 Referral
Procedures

3.3.1 For signatory Unions now having a job referral system contained in a Master Labor
Agreement, the Contractor agrees to comply with such system and it shall be used exclusively by
such Contractor, except as modified by this Agreement. Such job referral system will be operated
in a nondiscriminatory manner and in full compliance with federal, state, and local laws and
regulations which require equal employment opportunities and nondiscrimination. All of the foregoing hiring procedures, including related practices affecting apprenticeship, shall be operated
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so as to consider the goals of the City to encourage employment of City residents on the Project,
and to facilitate the ability of all Contractors to meet their employment needs.3.3.2 The local Unions will exert their best efforts to recruit and refer sufficient numbers
of skilled craft workers to fulfill the labor requirements of the Contractor, including specific
employment obligations to which the Contractor may be legally and/or contractually obligated;
and to refer apprentices as requested to develop a larger, skilled workforce. The Unions will work
with their affiliated regional and national unions, and jointly with the CWA Administrator and
others designated by the City, to identify and refer competent craft persons as needed for Project
Work, and to identify and hire individuals, particularly residents of the City, for entrance into joint
labor/management apprenticeship programs, or to participate in other identified programs and
procedures to assist individuals in qualifying and becoming eligible for such apprenticeship
programs, all maintained to increase the available supply of skilled craft personnel for Project
Work and future construction of maintenance work to be undertaken by the City.

3.3.3 The Union shall not knowingly refer an employee
currently employed by a
Contractor on a covered Project to any other Contractor.

Section 3.4 Non-Discrimination in Referral, Employment, and Contracting The Unions and
Contractors agree that they will not discriminate against any employee or applicant for
employment in hiring and dispatching on the basis of race, color, religion, sex, gender, national
origin, age, membership in a labor organization, sexual orientation, political affiliation, marital
status or disability. Further, it is recognized that the City has certain policies, programs, and goals
for the utilization of local small business enterprises. The Parties shall jointly endeavor to assure
that these commitments are fully met, and that any provisions of this Agreement which may appear
to interfere with local small business enterprises successfully bidding for work within the scope of
this Agreement shall be carefully reviewed, and adjustments made as may be appropriate and
agreed upon among the Parties, to ensure full compliance with the spirit and letter of the City’s
policies and commitment to its goals for the significant utilization of local small businesses as
direct Contractors or suppliers for Project Work.

Section 3.5 Employment of City
Residents

3.5.1 The Unions and Contractors agree that, to the extent allowed by law, and as long as they
possess the requisite skills and qualifications, the Unions will exert their best efforts to refer and/or
recruit sufficient numbers of skilled craft “Local Residents,” as defined herein, to fulfill the
requirements of the Contractors. In recognition of the fact that the City and the communities
surrounding Project Work will be impacted by the construction of the Project Work, the parties
agree to support the hiring of workers from the residents of these surrounding areas, as well as
Veterans and individuals who have successfully completed the Building Trades Multi-Craft Core
Curriculum Pre-Apprenticeship Program, regardless of where they reside, for Project Work.

Towards that end, the Unions shall exert their best efforts to encourage and provide referrals and
utilization of qualified workers, first, to those residing in U. S. Postal Service zip codes which
overlap all of the City of Santa Ana, as set forth in “Attachment B” attached hereto, as well as
Veterans, regardless of where they reside (“Tier 1”). If the Unions cannot provide the Contractors
in the attainment of a sufficient number of qualified workers from Tier 1, second, the Unions shall
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exert their best efforts to then recruit and identify for referral qualified workers residing within the
County of Orange and individuals who have successfully completed the Building Trades MultiCraft Core Curriculum Pre-Apprenticeship Program, regardless of where they reside (“Tier 2”).

For Dispatch purposes, employees residing within either of these two (2) tiers, as well as Veterans
and individuals who have successfully completed the Building Trades Multi-Craft Core
Curriculum Pre-Apprenticeship Program, regardless of where they reside, shall be referred to as
Local Residents.

3.5.2 A goal of 30% of the total work hours performed on each Project shall be performed
by Local Residents.

3.5.3 The Unions agree to support the operation of preapprentice referral programs in the City. Further, the Unions agree to place on their referral roles or in their apprentice training
programs, as appropriate and needed, qualified persons sent to them by designated City
organizations or other organizations working with the City to increase construction industry work
opportunities for City residents.

Section 3.6 Requirements on Contractors To facilitate the dispatch of Local Residents, all
Contractors will be required to utilize the Craft Employee Request Form whenever they are
requesting the referral of any employee from a Union referral list for any Covered Project, a sample
of which is attached as “Attachment C.” When Local Residents are requested by the Contractors,
the Unions will refer such workers regardless of their place in the Unions’ hiring halls’ list and
normal referral procedures.

Section 3.7 Helmets to Hardhats The Contractors and the Unions recognize a desire to
facilitate the entry into the building and construction trades of Veterans who are interested in
careers in the building and construction industry. The Contractors and Unions agree to utilize the
services of non-profit Veterans support organizations, including but not limited to, the Center for
Military Recruitment, Assessment and Veterans Employment (hereinafter “Center”) and the
Center’s “Helmets to Hardhats” program to serve as a resource for preliminary orientation,
assessment of construction aptitude, referral to apprenticeship programs or hiring halls, counseling
and mentoring, support network, employment opportunities and other needs as identified by the
Parties. For purposes of this Agreement the term “Eligible Veteran” shall have the same meaning
as the term “veteran” as defined under Title 5, Section 2108(1) of the United States Code as the
same may be amended or re-codified from time to time. It shall be the responsibility of each
qualified applicant to provide the Unions with proof of his/her status as an Eligible Veteran.

3.7.1 The Unions and Contractors agree to coordinate
with non-profit Veteran
organizations, including, the Center to create and maintain an integrated database of veterans
interested in working on this Project Work and of apprenticeship and employment opportunities
for working on Project Work. To the extent permitted by law, the Unions will give credit to such
Veterans for bona fide, provable past experience.

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Section 3.8 Core
Employees

3.8.1 Contractors not currently signatory to a Master Labor Agreement may employ, as
needed, first, a member of its core workforce, then an employee through a referral from the
appropriate Union hiring hall, then a second core employee, then a second employee through the
referral system, and so on until a maximum of five (5) core employees are employed in the
Contractor’s workforce, thereafter, all additional employees in the affected trade or craft shall be
requisitioned from the craft hiring hall in accordance with Section

3.3. In the laying off of
employees, the number of core employees shall not exceed one-half plus one of the workforce for
an employer with 10 or fewer employees, assuming the remaining employees are qualified to
undertake the work available. As part of this process, and in order to facilitate the contract
administration procedures, as well as appropriate fringe benefit fund coverage, all Contractors
shall require their core employees and any other persons employed other than through the referral
process, to register with the appropriate Union hiring hall, if any, prior to their first day of
employment at a project site.

3.8.2 The core work force is comprised of those employees whose names appeared on
the Contractor’s active payroll for sixty (60) of the one hundred (100) working days immediately
before award of Project Work to the Contractor; who have worked at least two-thousand (2,000)
hours in the construction craft in which they are employed, during the prior four (4) years; who
possess any license required by state or federal law for the Project Work to be performed; and,
who have the ability to safely perform the basic functions of the applicable trade.

3.8.3 Prior to each Contractor performing any work on the Project, each Contractor shall
provide a list of his core employees to the CWA Administrator and the Trades Council. Failure to
do so will prohibit the Contractor from using any core employees. Upon request by any Party to
this Agreement, the Contractor hiring any core employee shall provide satisfactory proof (i.e.,
payroll records, quarterly tax records, driver’s license, voter registration, postal address and such
governmental documentation) evidencing the core employee’s qualification as a core employee to
the CWA Administrator and the Trades Council.

Section

3.9 Time for
Referral
If any Union’s registration and referral
fulfill the requirements for specific classifications requested by any system does not Contractor within forty-eight
(48) hours (excluding Saturdays, Sundays and holidays), that Contractor may use employment
sources other than the Union registration and referral services, and may employ applicants meeting
such classification from any other available source. The Contractors shall inform the Union of any
applicants hired from other sources and such applicants shall register with the appropriate hiring
hall, if any, before commencing work.

Section 3.10 Lack of Referral Procedure If a signatory Union does not have a job referral
system as set forth in Section 3.3 above, the Contractors shall give the Union equal opportunity to
refer applicants. Contractors shall notify the Union of employees so hired, as set forth in Section

3.5. Section 3.11 Union Membership Employees are not required to become or remain union
members or pay dues or fees as a condition of performing Project Work under this Agreement.

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Contractors shall make and transmit all deductions for union dues, fees, and assessments that have
been authorized by employees in writing in accordance with the applicable Master Labor
Agreement. Nothing in this Section 3.11 is intended to supersede independent requirements of
applicable Master Labor Agreements as to those Contractors otherwise signatory to such Master
Labor Agreements and as to the employees of those Contractors who are performing Project Work
Section 3.12 Individual Seniority Except as provided in Section 4.3, individual seniority shall
not be recognized or applied to employees working on Project Work; provided, however, that
group and/or classification seniority in a Union’s Master Labor Agreement as of the Effective Date
of this Agreement shall be recognized for purposes of layoffs.

Section 3.13 Foremen The selection and number of craft foreman and/or general foreman shall
be the responsibility of the Contractor. All foremen shall take orders exclusively from the
designated Contractor representatives. Craft foreman shall be designated as working foreman at
the request of the Contractors.

Section 3.14 Out of State Workers In determining compliance with the targeted hiring goals of
Section 3.5 above, hours of Project Work performed by residents of states other than California
will be excluded from the calculation. ARTICLE 4

UNION ACCESS AND

STEWARDS
Section 4.1 Access to Project Sites Authorized representatives of the Union shall have access
to Project Work, provided that they do not interfere with the work of employees and further
provided that such representatives shall notify the person charged with on-site project supervision
and fully comply with posted visitor, security and safety rules.

Section 4.2
Stewards

4.2.1 Each signatory Union shall have the right to dispatch a working journeyperson as a
steward for each shift, and shall notify the Contractor in writing of the identity of the designated
steward or stewards prior to the assumption of such person’s duties as steward. Such designated
steward or stewards shall not exercise any supervisory functions. There will be no non-working
stewards. Stewards will receive the regular rate of pay for their respective crafts.

4.2.2 In addition to his/her work as an employee, the steward should have the right to
receive, but not to solicit, complaints or grievances and to discuss and assist in the adjustment of
the same with the employee’s appropriate supervisor. Each steward should be concerned only with
the employees of the steward’s Contractor and, if applicable, subcontractor(s), and not with the
employees of any other Contractor. A Contractor will not discriminate against the steward in the
proper performance of his/her Union duties.

4.2.3 When a Contractor has multiple, non-contiguous work locations at one site, the
Contractor may request and the Union shall appoint such additional working stewards as the
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Contractor requests to provide independent coverage of one or more such locations. In such cases,
a steward may not service more than one work location without the approval of the Contractor. 4.2.4 The stewards shall not have the right to determine when overtime shall be worked
or who shall work overtime.

Section 4.3 Steward Layoff/Discharge Contractor agrees to notify the appropriate Union
twenty-four (24) hours before the layoff of a steward, except in the case of disciplinary discharge
for just cause. If the steward is protected against such layoff by the provisions of the applicable
Master Labor Agreement, such provisions shall be recognized when the steward possesses the
necessary qualifications to perform the remaining work. In any case in which the steward is
discharged or disciplined for just cause, the appropriate Union will be notified immediately by the
Contractor, and such discharge or discipline shall not become final (subject to any later filed
grievance) until twenty-four (24) hours after such notice has been given.

ARTICLE 5

WAGES AND

BENEFITS
Section 5.1 Wages All employees covered by this Agreement shall be classified in accordance
with work performed and paid by the Contractors the hourly wage rates for those classifications in
compliance with the applicable prevailing wage rate determination established pursuant to
applicable law. If a prevailing rate increases under law, the Contractor shall pay that rate as of its
effective date under the law. This Agreement does not relieve Contractors directly signatory to a
Master Labor Agreement with one of the Unions signing this Agreement from paying all of the
wages set forth in such Agreements.

Section 5.2
Benefits

5.2.1 Contractors shall pay contributions to the established employee benefit funds in the
amounts designated in the appropriate Master Labor Agreement and make all employee–
authorized deductions in the amounts designated in the appropriate Master Labor Agreement,
however, such contributions shall not exceed the contribution amounts set forth in the applicable
prevailing wage determination. This Agreement does not relieve Contractors directly signatory to
one or more of the Master Labor Agreements from making all contributions set forth in those
Master Labor Agreements without reference to the foregoing.

5.2.2 The Contractor adopts and agrees to be bound by the written terms of the applicable,
legally established, trust agreement(s) specifying the detailed basis on which payments are to be
made into, and benefits paid out of, such trust funds for its employees.

The Contractor authorizes
the Parties to such trust funds to appoint trustees and successor trustees to administer the trust
funds and hereby ratifies and accepts the trustees so appointed as if made by the Contractor.

5.2.3 Each Contractor and subcontractor is required to certify to the CWA Administrator
that it has paid all benefit contributions due and owing to the appropriate Trust(s) prior to the
receipt of its final payment and/or retention. Further, upon timely notification by a Union to the
CWA Administrator, the CWA Administrator shall work with any prime Contractor or Community Workforce
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subcontractor who is delinquent in payments to assure that proper benefit contributions are made,
to the extent of requesting the City or the prime Contractor to withhold payments otherwise due
such Contractor, until such contributions have been made or otherwise guaranteed.

Section 5.3 Wage Premiums Wage premiums, including but not limited to pay based on height
of work, hazard pay, scaffold pay and special skills shall not be applicable to work under this
Agreement, except to the extent provided for in any applicable prevailing wage determination. ARTICLE
HOURS OF WORK, OVERTIME, SHIFTS 6

AND HOLIDAYS
Section 6.1 Hours of Work Eight (8) hours per day between the hours of 6:00 a.m. and 5:30
p.m., plus one-half (½) hour unpaid lunch approximately mid-way through the shift, shall
constitute the standard work day. Forty (40) hours per week shall constitute a regular week’s work.

The work week will start on Sunday and conclude on Saturday. The foregoing provisions of this
Article are applicable unless otherwise provided in the applicable prevailing wage determination,
or unless changes are permitted by law and such are agreed upon by the Parties. Nothing herein
shall be construed as guaranteeing any employee eight (8) hours per day or forty (40) hours per
week, or a Monday through Friday standard work schedule.

Section 6.2 Place of Work Employees shall be at their place of work (as designated by the
Contractor), at the starting time and shall remain at their place of work, performing their assigned
functions, until quitting time. The place of work is defined as the gang or tool box or equipment at
the employee’s assigned work location or the place where the foreman gives instructions. The
Parties reaffirm their policy of a fair day’s work for a fair day’s wage. Except as provided in
Section 6.6, there shall be no pay for time not worked unless the employee is otherwise engaged
at the direction of the Contractor.

Section 6.3 Overtime Overtime shall be paid in accordance with the requirements of the
applicable prevailing wage determination. There shall be no restriction on the Contractor’s
scheduling of overtime or the nondiscriminatory designation of employees who will work
overtime. There shall be no pyramiding of overtime (payment of more than one form of overtime
compensation for the same hour) under any circumstances.

Section 6.4 Shifts and Alternate
Work Schedules

6.4.1 Alternate starting and quitting time and/or shift work may be performed at the
option of the Contractor upon three (3) days’ prior notice to the affected Union(s), unless a shorter
notice period is provided for in the applicable Master Labor Agreement If two shifts are worked,
each shall consist of eight (8) hours of continuous work exclusive of a one-half (½) hour non-paid
lunch period, for eight (8) hours pay. The last shift shall start on or before 6:00 p.m. The first shift
starting at or after 6:00 a.m. is designated as the first shift, with the second shift following.

6.4.2 Contractors, the Trades Council and the Union recognize the economic impact upon
the City and City residents of the Project being undertaken by the City and agree that all Parties to
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this Agreement desire and intend Project Work to be undertaken in a cost efficient and effective
manner to the highest standard of quality and craftsmanship.

Recognizing the economic
conditions, the Parties agree that, except to the extent permitted by law, employees performing
Project Work shall not be entitled to any differentials or additional pay based upon the shift or
work schedule of the employees. Instead, all employees working on Project Work shall be paid at
the same base rate regardless of shift or work schedule worked.

6.4.3 Because of operational necessities, the second shift may, at the City’s direction, be
scheduled without the preceding shift having been worked. It is recognized that the City’s
operations and/or mitigation obligations may require restructuring of normal work schedules.

Except in an emergency or when specified in the City’s bid specification, the Contractor shall give
affected Union(s) at least three (3) days’ notice of such schedule changes.

Section 6.5 Holidays Recognized holidays for Project Work shall be those set forth and
governed by the prevailing wage determination(s) applicable to such Project Work. Section 6.6 Showup Pay

6.6.1 Except as otherwise required by State law, Employees reporting for work and for
whom no work is provided, except when given prior notification not to report to work, shall receive
two (2) hours pay at the regular straight time hourly rate. Employees who are directed to start work
shall receive four (4) hours of pay at the regular straight time hourly rate. Employees who work
beyond four (4) hours shall be paid for actual hours worked. Whenever reporting pay is provided
for employees, they will be required to remain at the Project Site and available for work for such
time as they receive pay, unless released earlier by the principal supervisor of the Contractor(s) or
his/her designated representative. Each employee shall furnish his/her Contractor with his/her
current address and telephone number, and shall promptly report any changes to the Contractor.

6.6.2 An employee called out to work outside of his/her shift shall receive a minimum of
two (2) hours pay at the appropriate rate. This does not apply to time worked as an extension of
(before or after) the employee’s normal shift. 6.6.3 When an employee leaves the job or work location of his/her own volition, or is
discharged for cause or is not working, the employee shall only be paid for actual time worked. Section 6.7 Meal Periods The Contractor will schedule a meal period of no more than one-half
hour duration at the work location at approximately mid-point of the schedule shift; provided,
however, that the Contractor may, for efficiency of the operation, establish a schedule which
coordinates the meal periods of two or more crafts. An employee may be required to work through
his meal period because of an emergency or a threat to life or property, or for such other reasons
as are in the applicable Master Labor Agreement, and if he is so required, he shall be compensated
in the manner established in the applicable Master Labor Agreement.

Section 6.8 Make-up Days To the extent permitted by the applicable general wage
determination, when an employee has been prevented from working for reasons beyond the control
of the employer, including, but not limited to inclement weather or other natural causes, during the Community Workforce
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regularly scheduled work week, a make-up day may be worked on a nonregularly scheduled work day for which an employee shall receive eight (8) hours pay at the straight time rate of pay or any
premium rate required for such hours under the state prevailing wage law.

ARTICLE 7

WORK STOPPAGES AND

LOCK-OUTS
Section 7.1 No Work Stoppages or Disruptive Activity The Trades Council and the Unions
signatory hereto agree that neither they, and each of them, nor their respective officers or agents
or representatives, shall incite or encourage, condone or participate in any strike, walk-out, slowdown, picketing, observing picket lines or other activity of any nature or kind whatsoever, for any
cause or dispute whatsoever with respect to or in any way related to Project Work, or which
interferes with or otherwise disrupts, Project Work, or with respect to or related to the City or
Contractors, including, but not limited to, economic strikes, unfair labor practice strikes, safety
strikes, sympathy strikes and jurisdictional strikes whether or not the underlying dispute is
arbitrable. Any such actions by the Trades Council, or Unions, or their members, agents,
representatives or the employees they represent shall constitute a violation of this Agreement. The
Trades Council and the Union shall take all steps necessary to obtain compliance with this Article
and neither should be held liable for conduct for which it is not responsible.

Section 7.2 Employee Violations The Contractor may discharge any employee violating
Section 7.1 above and any such employee will not be eligible for rehire under this Agreement. Section 7.3 Standing to Enforce The City, the CWA Administrator, or any Contractor affected
by an alleged violation of Section 7.1 shall have standing and the right to enforce the obligations
established therein. Section 7.4 Expiration of Master Labor Agreement If the Master Labor Agreement, or any
local, regional, and other applicable collective bargaining agreements expire during the term of the
Project, the Union(s) agree that there shall be no work disruption of any kind as described in
Section 7.1 above as a result of the expiration of any such agreement(s) having application on this
Project and/or failure of the involved Parties to that agreement to reach a new contract. Terms and
conditions of employment established and set at the time of bid shall remain established and set.

Otherwise to the extent that such agreement does expire and the Parties to that agreement have
failed to reach concurrence on a new contract, work will continue on the Project on one of the
following two (2) options, both of which will be offered by the Unions involved to the Contractors
affected:

7.4.1 Each of the Unions with a contract expiring must offer to continue working on the
Project under interim agreements that retain all the terms of the expiring contract, except that the
Unions involved in such expiring contract may each propose wage rates and employer contribution
rates to employee benefit funds under the prior contract different from what those wage rates and
employer contributions rates were under the expiring contracts. The terms of the Union’s interim
agreement offered to Contractors will be no less favorable than the terms offered by the Union to
any other employer or group of employers covering the same type of construction work in Orange
County.

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7.4.2 Each of the Unions with a Master Labor Agreement expiring must offer to continue
working on the Project under all the terms of the expiring contract, including the wage rates and
employer contribution rates to the employee benefit funds, if the Contractor affected by that
expiring contract agrees to the following retroactive provisions: if a new Master Labor Agreement,
local, regional or other applicable labor agreement for the industry having application at the Project
is ratified and signed during the term of this Agreement and if such new labor agreement provides
for retroactive wage increases, then each affected Contractor shall pay to its employees who
performed work covered by this Agreement at the Project during the hiatus between the effective
dates of such expired and new labor agreements, an amount equal to any such retroactive wage
increase established by such new labor agreement, retroactive to whatever date is provided by the
new labor agreement for such increase to go into effect, for each employee’s hours worked on the
Project during the retroactive period. All Parties agree that such affected Contractors shall be solely
responsible for any retroactive payment to its employees.

7.4.3 Some Contractors may elect to continue to work on the Project under the terms of
the interim agreement option offered under paragraph 7.4.1 and other Contractors may elect to
continue to work on the Project under the retroactivity option offered under paragraph 7.4.2. To
decide between the two options, Contractors will be given one week after the particular labor
agreement has expired or one week after the Union has personally delivered to the Contractors in
writing its specific offer of terms of the interim agreement pursuant to paragraph 7.4.1, whichever
is the later date. If the Contractor fails to timely select one of the two options, the Contractor shall
be deemed to have selected the provisions of 7.4.2.

Section 7.5 No Lockouts Contractors shall not cause, incite, encourage, condone or
participate in any lock-out of employees with respect to Project Work during the term of this
Agreement. The term “lock-out” refers only to a Contractor’s exclusion of employees in order to
secure collective bargaining advantage, and does not refer to the discharge, termination or layoff
of employees by the Contractor for any reason in the exercise of rights pursuant to any provision
of this Agreement, or any other agreement, nor does “lock-out” include the City’s decision to stop,
suspend or discontinue any Project Work or any portion thereof for any reason.

Section 7.6 Best Efforts to End
Violations

7.6.1 If a Contractor contends that there is any violation of this Article or Section 8.3, it
shall notify, in writing, the Executive Secretary of the Trades Council, the Senior Executive of the
involved Union(s) and the CWA Administrator. The Executive Secretary and the leadership of the
involved Union(s) will immediately instruct, order and use their best efforts to cause the cessation
of any violation of the relevant Article.

7.6.2 If the Union contends that any Contractor has violated this Article, it will notify
that the Contractor and the CWA Administrator, setting forth the facts which the Union contends
violate the Agreement, at least twenty-four (24) hours prior to invoking the procedures of Section

7.8. The CWA Administrator shall promptly order the involved Contractor(s) to cease any
violation of the Article.

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Section 7.7 Withholding of services for failure to pay
wages and fringe benefits

7.7.1 Notwithstanding any provision of this Agreement to the contrary, it shall not be a
violation of this Agreement for any Union to withhold the services of its members (but not the
right to picket) from a particular Contractor who: (a)
(b)
fails to timely pay its weekly
payroll; or
fails to make timely payments to the Union’s Joint
Trust Funds in accordance with the provisions of the applicable Master Labor/Management Labor Agreements. Prior
to withholding its members’ services for the Contractor’s failure to make timely payments to the
Union’s Joint Labor/Management Trust Funds, the Union shall give at least ten (10) days (unless
a lesser period of time is provided in the Union’s Master Labor Agreement, but in no event less
than forty-eight (48) hours) written notice of such failure to pay by registered or certified mail,
return receipt requested, and by facsimile transmission to the involved Contractor and to the City.

Union will meet within the ten (10) day period to attempt to resolve the dispute.

7.7.2 Upon the payment of the delinquent Contractor of all monies due and then owing
for wages and/or fringe benefit contributions, the Union shall direct its members to return to work
and the Contractor shall return all such members back to work. Section 7.8 Expedited Enforcement Procedure Any party, including the City, which the
Parties agree is a Party to the Agreement for purposes of this Article and an intended beneficiary
of this Article, or the CWA Administrator, may institute the following procedures, in lieu of or in
addition to any other action at law or equity, when a breach of Section 7.1 or 7.5, above, or Section

8.3 is alleged.

7.8.1 The Party invoking this procedure shall notify the first arbitrator identified in the
List of Arbitrators attached hereto as Attachment D. If this arbitrator identified in Attachment D
is unavailable at any time, any one of the permanent Arbitrators who is notified shall appoint his
alternate to hear the matter. Expenses incurred in arbitration shall be borne equally by the Parties
involved in the arbitration and the decision of the arbitrator shall be final and binding on the Parties,
provided, however, that the arbitrator shall not have the authority to alter or amend or add to or
delete from the provisions of this Agreement in any way. Notice to the arbitrator shall be by the
most expeditious means available, with notices to the Parties alleged to be in violation, and to the
Trades Council if it is a Union alleged to be in violation. For purposes of this Article, written notice
may be given by telegram, facsimile, hand delivery or overnight mail and will be deemed effective
upon receipt.

7.8.2 Upon receipt of said notice, the arbitrator named above or his/her alternate shall sit
and hold a hearing within twenty-four (24) hours if it is contended that the violation still exists,
but not sooner than twenty-four (24) hours after notice has been dispatched to the Executive
Secretary and the Senior Official(s) as required by Section 7.6, as above.

7.8.3 The arbitrator shall notify the Parties of the place and time chosen for this hearing.

Said hearing shall be completed in one session, which, with appropriate recesses at the arbitrator’s
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discretion, shall not exceed 24 hours unless otherwise agreed upon by all Parties. A failure of any
Party or Parties to attend said hearings shall not delay the hearing of evidence or the issuance of
any award by the arbitrator. 7.8.4 The sole issue at the hearing shall be whether or not a violation of Sections 7.1 or

7.5, above, or Section 8.3 has in fact occurred. The arbitrator shall have no authority to consider
any matter in justification, explanation or mitigation of such violation.

The award shall be issued
in writing within three (3) hours after the close of the hearing, and may be issued without an
opinion. If any Party desires a written opinion, one shall be issued within fifteen (15) days, but its
issuance shall not delay compliance with, or enforcement of, the Award.

The arbitrator may order
cessation of the violation of the Article and other appropriate relief, and such award shall be served
on all Parties by hand or registered mail upon issuance.

7.8.5 Such award shall be final and binding on all Parties and may be enforced by any
court of competent jurisdiction upon the filing of this Agreement and all other relevant documents
referred to herein above in the following manner. Written notice of the filing of such enforcement
proceedings shall be given to the other Party. In any judicial proceeding to obtain a temporary
order enforcing the arbitrator’s award as issued under this Article, all Parties waive the right to a
hearing and agree that such proceedings may be ex parte. Such agreement does not waive any
Party’s right to participate in a hearing for a final order of enforcement.

The court’s order or orders
enforcing the arbitrator’s award shall be served on all Parties by hand or by delivery to their address
as shown on this Agreement (for a Union), as shown on their business contract for work under this
Agreement (for a Contractor) and to the representing Union (for an employee), by certified mail
by the Party or Parties first alleging the violation.

7.8.6 Any rights created by statute or law governing arbitration proceedings inconsistent
with the above procedure or which interfere with compliance hereto are hereby waived by the
Parties to whom they accrue. 7.8.7 The fees and expenses of the arbitrator shall be equally divided between the Party
or Parties initiating this procedure and the respondent Party or Parties.

ARTICLE
WORK ASSIGNMENTS AND 8

JURISDICTIONAL DISPUTES
Section 8.1 Assignment of Work The assignment of Project Work will be solely the
responsibility of the Contractor performing the work involved; and such work assignments will be
in accordance with the Plan for the Settlement of Jurisdictional Disputes in the Construction
Industry (the “Plan”) or any successor Plan.

Section 8.2 The Plan All jurisdictional disputes on Project Work between or among the building
and construction trades Unions and the craft employers parties to this Agreement, shall be settled
and adjusted according to the present Plan established by the Building and Construction Trades
Department or any other plan or method of procedure that may be adopted in the future by the
Building and Construction Trades Department. Decisions rendered shall be final, binding and
conclusive on the Employers and Unions parties to this Agreement.

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8.2.1 If a dispute arising under this Article involves the Southwest Mountain States
Regional Council of Carpenters or any of its subordinate bodies, an Arbitrator shall be chosen by
the procedures specified in Article V, Section 5, of the Plan from a list composed of John Kagel,
Robert Hirsch, and Thomas Pagan, and the Arbitrator’s hearing on the dispute shall be held at the
offices of the Trades Council within fourteen (14) days of the selection of the Arbitrator. All other
procedures shall be as specified in the Plan.

Section 8.3 No Work Disruption Over Jurisdiction All jurisdictional disputes shall be resolved
without the occurrence of any strike, work stoppage, or slow-down of any nature, and the
Employer’s assignment shall be adhered to until the dispute is resolved.

Individuals violating this
section shall be subject to immediate discharge.

Section 8.4 Pre-Job Conferences As provided in Article 16, each Contractor will conduct a
pre-job conference with the appropriate affected Union(s) prior to commencing work; provided
however, at no time shall the City be responsible for additional costs related to, associated with, or
resulting from Union(s) jurisdictional disputes. The Trades Council and the CWA Administrator
shall be advised in advance of all such conferences and may participate if they wish.

Section 8.5 Resolution of Jurisdictional Disputes If any actual or threatened strike, sympathy
strike, work stoppage, slow down, picketing, hand-billing or otherwise advising the public that a
labor dispute exists, or interference with the progress of Project Work by reason of a jurisdictional
dispute or disputes occurs, the Parties shall exhaust the expedited procedures set forth in the Plan,
if such procedures are in the plan then currently in effect, or otherwise as in Article 7 above.

ARTICLE 9

MANAGEMENT
RIGHTS
Section 9.1 Contractor and City Rights The Contractors and the City have the sole and
exclusive right and authority to oversee and manage construction operations on Project Work
without any limitations unless expressly limited or required by a specific provision of this
Agreement or an MLA. In addition to the following and other rights of the Contractors enumerated
in this Agreement, the Contractors expressly reserve their management rights and all the rights
conferred upon them by law. The Contractor’s rights include, but are not limited to, the right to:
(a)
(b)
Plan, direct and control operations
of all work;
Hire, promote, transfer and layoff their own employees, appropriate to satisfy work and/or skill respectively, as deemed requirements;
(c) Promulgate and require all employees to observe reasonable and safety job rules and security
regulations;
(d)
(e)
Discharge, suspend or discipline their own employees for just cause;
Utilize, in accordance with City approval, any work
methods, procedures or
techniques, and select, use and install any types or kinds of materials, apparatus or equipment,
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regardless of source of manufacture or construction; assign and schedule work at their discretion;
and
(f) Assign overtime, determine when it will be worked and the employees engaged in such work, subject to such provisions in the number and identity of applicable Master Labor
Agreement (s) requiring such assignments be equalized or otherwise made in a nondiscriminatory
manner. Section 9.2 Specific City Rights In addition to the following and other rights of the City
enumerated in this Agreement, the City expressly reserves its management rights and all the rights
conferred on it by law. The City’s rights (and those of the Contract Administrator on its behalf)
include but are not limited to the right to:
(a) Inspect any construction site or facility to ensure that the applicable safety and other work Contractor follows the requirements;
(b) Require Contractors to establish a different work week or particular employees as required to meet the operational needs of the shift schedule for Project Work at a particular
location;
(c) At its sole option, terminate, delay and/or suspend any and covered work at any time; prohibit some or all work on certain days or all portions of the during certain hours of the
day to accommodate the ongoing operations of the City’s Facilities and/or to mitigate the effect of
ongoing Project Work on businesses and residents in the neighborhood of the Project site; and/or
require such other operational or schedule changes it deems necessary, in its sole judgment, to
effectively maintain its primary mission and remain a good neighbor to those in the area of its
facilities. (In order to permit the Contractors and Unions to make appropriate scheduling plans, the
City will provide the CWA Administrator, and the affected Contractor(s) and Union(s) with
reasonable notice of any changes it requires pursuant to this section; provided, however, that if
notice is not provided in time to advise employees not to report for work, show-up pay shall be
due pursuant to the provision of Article 6, Section 6.6); (d) Approve any work methods, procedures and techniques whether or not these methods, procedures or techniques are part of used by Contractors industry practices or customs;
and (e) Investigate and process complaints, through the CWA set forth in Articles 7 Administrator, in the matter
and 10.

Section 9.3 Use of
Materials
There should be no limitations or restriction
a Contractor’s choice of materials or design, nor, regardless of source by Union upon or location, upon the full
use and utilization, of equipment, machinery, packaging, precast, prefabricated, prefinished, or
preassembled materials, tools or other labor saving devices, subject to the application of the State
Public Contracts and Labor Codes as required by law. The onsite installation or application of such
items shall be performed by the craft having jurisdiction over such work.

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Section 9.4 Special Equipment, Warranties
and Guaranties

9.4.1 It is recognized that certain equipment of a highly technical and specialized nature
may be installed at Project Work sites. The nature of the equipment, together with the requirements
for manufacturer’s warranties, may dictate that it be prefabricated prepiped and/or pre-wired and that it be installed under the supervision and direction of the City’s and/or manufacturer’s
personnel. The Unions agree to install such equipment without incident.

9.4.2 The Parties recognize that the Contractor will initiate from time to time the use of
new technology, equipment, machinery, tools, and other labor-savings devices and methods of
performing Project Work. The Union agrees that they will not restrict the implementation of such
devices or work methods. The Unions will accept and will not refuse to handle, install or work
with any standardized and/or catalogue: parts, assemblies, accessories, prefabricated items,
preassembled items, partially assembled items, or materials whatever their source of manufacture
or construction.

9.4.3 If any disagreement between the Contractor and the Unions concerning the methods
of implementation or installation of any equipment, or device or item, or method of work, arises,
or whether a particular part or pre-assembled item is a standardized or catalog part or item, the
work will precede as directed by the Contractor and the Parties shall immediately consult over the
matter. If the disagreement is not resolved, the affected Union(s) shall have the right to proceed
through the procedures set forth in Article 10.

Section 9.5 No Less Favorable Treatment The parties agree that Project Work will not receive
less favorable treatment than that on any other project which the Unions, Contractors and
employees work. ARTICLE 10

SETTLEMENT OF GRIEVANCES

AND DISPUTES
Section 10.1 Cooperation and
Harmony on Site

10.1.1 This Agreement is intended to establish and foster continued close cooperation
between management and labor. The Trades Council shall assign a representative to this Project
for the purpose of assisting the local Unions, and working with the CWA Administrator, together
with the Contractors, to complete the construction of the Project economically, efficiently,
continuously and without any interruption, delays or work stoppages.

10.1.2 The CWA Administrator, the Contractors, Unions, and employees collectively and
individually, realize the importance to all Parties of maintaining continuous and uninterrupted
performance Project Work, and agree to resolve disputes in accordance with the grievance
provisions set forth in this Article or, as appropriate, those of Article 7 or

8. 10.1.3 The CWA Administrator shall oversee the processing of grievances under this
Article and Articles 7 and 8, including the scheduling and arrangements of facilities for meetings,
selection of the arbitrator from the agreed-upon panel to hear the case, and any other administrative Community Workforce
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matters necessary to facilitate the timely resolution of any dispute; provided, however, it is the
responsibility of the principal parties to any pending grievance to insure the time limits and
deadlines are met. Section 10.2 Processing Grievances Any questions arising out of and during the term of this
Agreement involving its interpretation and application, which includes applicable provisions of
the Master Labor Agreement, but not jurisdictional disputes or alleged violations of Section 7.1
and 7.4 and similar provisions, shall be considered a grievance and subject to resolution under the
following procedures.

Step

1. Employee Grievances When any employee subject to
Agreement feels aggrieved by an alleged violation of this Agreement, the the provisions of this employee shall, through
his local Union business representative or, job steward, within ten (10) working days after the
occurrence of the violation, give notice to the work site representative of the involved Contractor
stating the provision(s) alleged to have been violated. A business representative of the local Union
or the job steward and the work site representative of the involved Contractor shall meet and
endeavor to resolve the matter within ten (10) working days after timely notice has been given. If
they fail to resolve the matter within the prescribed period, the grieving party may, within ten (10)
working days thereafter, pursue Step 2 of this grievance procedure provided the grievance is
reduced to writing, setting forth the relevant information, including a short description thereof, the
date on which the alleged violation occurred, and the provision(s) of the Agreement alleged to
have been violated. Grievances and disputes settled at Step 1 shall be non-precedential except as
to the parties directly involved.

Union or Contractor Grievances Should the Union(s) or any Contractor have a dispute
with the other Party(ies) and, if after conferring within ten (10) working days after the disputing
Party knew or should have known of the facts or occurrence giving rise to the dispute, a settlement
is not reached within five (5) working days, the dispute shall be reduced to writing and processed
to Step 2 in the same manner as outlined in Step 1 above for the adjustment of an employee
complaint.

Step

2. The business manager of the involved Union or his
the site representative of the involved Contractor, and the labor designee, together with relations representative of the
CWA Administrator, shall meet within seven (7) working days of the referral of the dispute to this
second step to arrive at a satisfactory settlement thereof. If the Parties fail to reach an agreement,
the dispute may be appealed in writing in accordance with the provisions of Step 3 within seven
(7) calendar days after the initial meeting at Step 2.

Step

3. (a) If the grievance shall have been submitted but
Step 2, either the Union of Contractor Party may request in writing to not resolved under the CWA Administrator
(with copy(ies) to the other Party(ies) within seven (7) calendar days after the initial Step 2
meeting, that the grievance be submitted to an arbitrator selected from the agreed upon list in
“Attachment (D)” attached hereto, on a rotational basis in the order listed.

The CWA Administrator
shall notify the parties to the grievance of the date, time and location of the hearing. The failure of
any party to attend said hearing shall not delay the hearing of evidence or the issuance of any
decision by the arbitrator. The decision of the arbitrator shall be final and binding on all parties.

Santa Ana City CouncilJanuary 21, 2025

Santa Ana City Council
January 21, 2025