Cudahy City Council
December 3, 2024

IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed the day and year first appearing in this Agreement, above.

CITY OF CUDAHY:

By:______________________________
Alfonso Noyola, City Manager
Date:_____________________________
[REPLACE WITH BUSINESS NAME OF
CONSULTANT, E.G., ACME CORP., A
CALIFORNIA CORPORATION ETC.]:

By:______________________________
Name:____________________________
Title:_____________________________
Date:_____________________________
APPROVED AS TO FORM:

By:______________________________
Date:_____________________________
DRAFT Page 312 of 1219
Attachment D

ATTACHMENT D
Project Funding Application

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

APPLICATION FORM FOR LOCAL

HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP)
LAPG 9-A (REV 04/2022)
Local Assistance Programs Guidelines
Application ID 07-Cudahy-1

APPLICATION SUMMARY
This summary page is filled out automatically once the application is completed.

After the application is finalized, please save this PDF form using the exact "Application ID" (shown below) as the file name.

Application ID 07-Cudahy-1
Important: Review and follow the Application Form Instructions step-by-step as you complete the application. Completing an application without referencing the instructions will likely result in an incomplete application or an application with fatal flaws that will be disqualified from the ranking and selection process.

Submitted By (Agency)
Cudahy
Caltrans District
07 Application Number
1 Out of
1 Project Location
Signalized Intersections Citywide
Project Description
Install retro-reflective backplates, other signal improvements, and implement Leading Pedestrian Interval (LPI) timing at all signals Citywide.

Re-stripe crosswalks to implement high-visibility crosswalks at all signalized intersections.

Application Category
Benefit Cost Ratio (BCR)
Total Project Cost
$1,353,100
HSIP Funds Requested
$1,217,790
Benefit Cost Ratio (BCR)

22.88

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

APPLICATION FORM FOR LOCAL

HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP)
LAPG 9-A (REV 04/2022)
Local Assistance Programs Guidelines
Application ID 07-Cudahy-1

Basic Information
Date: Sep 12, 2022 Caltrans District: 07 MPO: SCAG
Agency: Cudahy County: Los Angeles County
Total number of applications being submitted by your agency: 1 Application Number (each application must have a unique number): 1 Check if this application is one of the multiple ones for the same project (please review the form instructions for explanation).

Contact Person Information
Name (Last, First): Hernandez-Torres, Aaron
Position/Title of Contact Person: Public Works Director/City Engineer Email: [email protected] Telephone: (323) 773-5143 Extension: 228 Address: 5220 Santa Ana Street
City: Cudahy Zip Code: CA 90201 (Enter only a 5-digit number) Application Category: Benefit Cost Ratio (BCR)
Project Information
Project Title:
-Be Brief (Limited to 100 Characters)
Citywide Signal Improvements
Project Location:
-Be Brief (Limited to 250 Characters)
-See Application Form Instructions
Signalized Intersections Citywide
Project Description:
-Be Brief (Limited to 250 Characters)
-See Application Form Instructions
Install retro-reflective backplates, other signal improvements, and implement Leading Pedestrian Interval (LPI) timing at all signals Citywide. Re-stripe crosswalks to implement high-visibility crosswalks at all signalized intersections.

Total Project Cost
$1,353,100
HSIP Funds Requested
$1,217,790
Benefit Cost Ratio (BCR)
(Required for a BCR application. Skip for Funding Set-Aside application)

22.88

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

APPLICATION FORM FOR LOCAL

HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP)
LAPG 9-A (REV 04/2022)
Local Assistance Programs Guidelines
Application ID 07-Cudahy-1

1. Project Identification
Describe how the agency identified the project as one of its top safety priorities. Was a data-driven safety evaluation of their entire roadway network completed? Do the proposed project locations represent some of the agency's highest fatal and injury crash concentrations and types of crashes?
(Limited to 5,000 characters)
The City of Cudahy has recently completed a Local Roadway Safety Plan (LRSP), which analyzed Crossroads collision data between January 2017 to December 2021 across the City’s entire roadway network. Through this process a list of intersections and roadway segments with high incidences of collisions was developed. This process identified the need for signalized improvements at high collision locations Citywide. These locations represent the locations with some of the highest concentration of fatal and injury collisions Citywide.

The City has also completed a PACT document, which consists of a Pedestrian Target Safeguarding Plan (PTS), an Active Transportation Plan (AT Plan), a Complete Streets Ordinance (CSO), and a Trails Master Plan (TMP). This document has also identified several potential safety improvements which influenced the development of this HSIP project.

Countermeasure 1: Implement a Leading Pedestrian Interval (LPI) signal timing (S21PB) All signalized intersections were chosen for retroreflective backplates due to the high incidence of collisions at these locations. From January 2017 to December 2021, there were 375 collisions at signalized locations, resulting in 3 fatalities and 5 life-changing severe injuries. At this location there were 34 pedestrian and bicycle collisions. Implementation of Leading Pedestrian Interval (LPI) signal timing and high visibility crosswalks is recommended at all signalized intersections in the City. Leading Pedestrian Interval (LPI) timing and high visibility crosswalks have been shown to increase safety for pedestrians and bicyclists.

Countermeasure 2: Install retroreflective backplates at all Signalized Intersections (S02) All signalized intersections were chosen for retroreflective backplates due to the high incidence of collisions at these locations. From January 2017 to December 2021, there were 375 collisions at signalized locations, resulting in 3 fatalities and 5 life-changing severe injuries. At this location there were 34 pedestrian and bicycle collisions. Implementation of Leading Pedestrian Interval (LPI) signal timing and high visibility crosswalks is recommended at all signalized intersections in the City. Leading Pedestrian Interval (LPI) timing and high visibility crosswalks have been shown to increase safety for pedestrians and bicyclists.

Countermeasure 3: Implement High Visibility Crosswalks (S18PB) All signalized intersections were chosen for retroreflective backplates due to the high incidence of collisions at these locations. From January 2017 to December 2021, there were 375 collisions at signalized locations, resulting in 3 fatalities and 5 life-changing severe injuries. At this location there were 34 pedestrian and bicycle collisions. Implementation of Leading Pedestrian Interval (LPI) signal timing and high visibility crosswalks is recommended at all signalized intersections in the City. Leading Pedestrian Interval (LPI) timing and high visibility crosswalks have been shown to increase safety for pedestrians and bicyclists.

2. Prior Attempts to Address the Safety Issues
List all other projects/countermeasures that have been (or are being) deployed at the location(s) within the last 5 years. Applicants must identify all federal and/or state funds that have been used or approved within the proposed project limits within the last 5 years. Normally HSIP funding cannot be used to construct safety countermeasures at the same locations within 5 years. (Limited to 5,000 characters)
The City has been working on a traffic calming program to reduce speeds on City streets. The City is currently implementing a grant to improve the Atlantic Avenue Corridor to create a more multimodal / pedestrian friendly environment.

3. Other Comments
Explain here if this project has any special circumstances or if you have other comments. Enter “NA” if none. (Limited to 5,000 characters)
NA

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

APPLICATION FORM FOR LOCAL

HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP)
LAPG 9-A (REV 04/2022)
Local Assistance Programs Guidelines
Application ID 07-Cudahy-1

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

APPLICATION FORM FOR LOCAL

HIGHWAY SAFETY IMPROVEMENT PROGRAM (HSIP)
LAPG 9-A (REV 04/2022)
Local Assistance Programs Guidelines
Application ID 07-Cudahy-1

Application Attachments (See Application Form Instructions) Please attach all files as needed. Note: files may not be attachable if file is open. Close before attach.

1. Local Roadway Safety Plan (LRSP) Certification (Required for all projects)

2. Engineer's Checklist
EngrCheckList-BCR2022_Signed.pdf
(Required for all projects)

3. Vicinity map/Location map
3_CudahyCitywide_Vicinity Map.pdf
(Required for all projects)

4. Project maps/plans showing existing and proposed conditions 4_CudahyHSIP_Project Improvements - Existing and Proposed.pdf (Required for all projects)

5. Pictures of Existing Condition
5_Pictures_Existing_Conditions.pdf
(Required for all projects)

6. HSIP Analyzer
6_CudahyCitywide_HSIPAnalyzer2022BCRsr.pdf
(Required for all projects)

7. Collision diagram(s)
7_CudahyHSIP_Collisions Map.pdf
(Required for a BCR application)

8. Collision List(s)
8_CudahyHSIP_Collision List.xlsx
(Required for a BCR application)
Warrant Studies
Check if the project includes new installation of certain traffic control devices (e.g., traffic signals, pedestrian signals, etc.). If yes, Traffic Signal Warrant 4, 5 and/or 7 must be met (CA MUTCD Chapter 4C).

9. Warrant Studies (Not required for this project)
Work on the State Highway System
Does the project include improvements on the State Highway System? Yes, and the project will be jointly-funded with Caltrans (Must be jointly-funded if the project is for intersection safety improvement involving SHS).

A formal Letter of Support from Caltrans District Traffic is required. The letter should include estimates of cost sharing.

Yes, but the project will not be jointly-funded with Caltrans.

A written correspondence from Caltrans District Traffic is required. The correspondence should indicate that Caltrans does not see issues that would prevent the proposed project from receiving an encroachment permit.

No.

10. Letter/email of Support from Caltrans (No SHS involved - not required for this project)

11. Additional narration, documentation, letters of support, etc. (Optional)

Santa Ana St
Crafton Way
Flora Ave Clarkson Ave Bear Ave
Patata St
Live Oak Ln
Santa
Ana
Alamo Ave
Pines
Otis Ave
Florence Ave
Atlantic Ave
Elizabeth St
Wilcox Ave
Walker
Ave
Walnut St
Ardine St
Olive St
Clara St
Cudahy Dr
Salt Lake Ave
Live Oak St
Cecilia St
River Rd
Cecelia St
Flower St
Fostoria St
Hartle Ave
Legend
Intersection Control
Type
Citywide Intersection
Improvement Locations
Cudahy Boundary ±

Atlantic Ave & Live Oak St
(example intersection)
1 1
1 1
2 1
2 Install retroreflective backplates on all signal heads (S02) Implement Leading Pedestrian Interval (S21PB) All improvements will be implemented in City right-of-way 1 1
1 3 Install high visibility pedestrian crosswalks (S18PB) 3 3

Wilcox Ave & Live Oak St
(example intersection)
1 1
1 2
1 2 Install retroreflective backplates on all signal heads (S02) Implement Leading Pedestrian Interval (S21PB) All improvements will be implemented in City right-of-way 1 3 Install high visibility pedestrian crosswalks (S18PB) 3 3
2

Clara St & Otis Ave
(example intersection)
1 1
1 2
1 2 Install retroreflective backplates on all signal heads (S02) Implement Leading Pedestrian Interval (S21PB) All improvements will be implemented in City right-of-way 1 1
3 Restripe high visibility pedestrian crosswalks (S18PB) 3 3

Existing Conditions: Atlantic Ave at Live Oak St (example intersection) Source: Google Maps

Existing Conditions: Wilcox Ave at Live Oak St (example intersection) Source: Google Maps

Existing Conditions: Otis Ave at Clara St (example intersection) Source: Google Maps

Santa Ana St
Crafton Way
Flora Ave Clarkson Ave Bear Ave
Patata St
Live Oak Ln
Santa
Ana
Alamo Ave
Pines
Otis Ave
Florence Ave
Atlantic Ave
Elizabeth St
Wilcox Ave
Walker
Ave
Walnut St
Ardine St
Olive St
Clara St
Cudahy Dr
Salt Lake Ave
Live Oak St
Cecilia St
River Rd
Cecelia St
Flower St
Fostoria St
Hartle Ave
Legend
Implement S02, S18PB,
and S21PB
Countermeasures
Collisions (2017-2021)
Cudahy Boundary ±

EXHIBIT B

CONSUL TANT PROPOSAL
21

SCOPE OF WORK
Our scope of services has the following key tasks:
⬙ Project Management
⬙ Utility Coordination
⬙ Preliminary Engineering
⬙ PS&E
⬙ Bidding and Construction Support
⬙ Prepare Record Drawings (As-Builts)
⬙ Prepare Traffic Signal Timing Charts
Task 1: Project Management
Kimley-Horn will attend a pre-design (kick-off) meeting with City staff after the award of contract to conduct introduction, discuss scope of work, information needed from various City departments, overall schedule, and the implementation process. After the kick-off meeting, biweekly progress meetings will be scheduled as well as meetings to review the preliminary design, 60%, 90%, and 100% submittals with City staff.

This task will consist of project coordination with the team, administration, and set up and attendance at project meetings. Kimley-Horn’s administration efforts will be: initial development and maintenance of project schedule, work plan, budget, and filing system and process monthly invoices/progress reports. We will create and maintain a detailed schedule, updating it as needed to manage the project, and as requested by the City. Kimley-Horn will maintain continuous awareness of the status of each task and any difficulties that may impede progress will be communicated, resolved, and expedited to maintain project deadlines Task 1 Deliverables:
⬙ Attendance at up to six (6) project meetings
⬙ Electronic copy of meeting agendas and meeting minutes ⬙ Schedule updates at each submittal milestone (60%, 90%, 100%) Task 2: Preliminary Engineering
Kimley-Horn will prepare the Categorical Exception documents and coordinate with the City to receive approval. As this project is state funded as part of HSIP Cycle 11, local HSIPs must meet the requirements of the CEQA.

Environmental: Based upon our preparation of environmental documentation for similar projects and a review of the Project as presented in the RFP, Kimley-Horn anticipates that the Project will be categorically exempt under CEQA Guidelines Section 15301 – Existing Facilities. The Notice of Exemption (NOE) is a brief Project description and analysis/explanation as to why this exemption under CEQA Guidelines Section 15301 is appropriate and confirm that no exceptions or unusual circumstances exist. Kimley-Horn will file the NOE with the County Clerk.

Right-of-Way: Kimley-Horn understands the project will be completed within the public right-of-way. The project will not require any utility relocation or right-of-way acquisition or easements. Kimley-Horn will perform research and compile all available right-of-way maps, assessor parcel maps, and easement information within the Project limits. The right-of-way information will be shown on the plans. Any Temporary Construction Easements (TCEs) will be obtained by the City from adjacent property owners, and the consultant shall show them on the plans.

There is one intersection in the Project that will require extra coordination. Florence Ave and Atlantic Ave is sharing jurisdiction with the City of Bell. Kimley-Horn has worked with the City of Bell on previous projects and will go coordinate with the jurisdictions involved to fulfill signal improvement and timing requirements at these intersections.

PROPOSAL FOR
Design Services for HSIPL-5369(016) Cudahy Citywide Signal Improvements Project, HSIP Cycle 11 Project
i City of Cudahy • TRCALAD001848.2024

Kimley-Horn will coordinate with City maintenance staff to open the traffic signal cabinets to document existing controllers and timing sheets. We will review base data documents, including as-built improvement plans, utility information, field survey information, and other available record data. Kimley-Horn will conduct field investigations at each of the intersections to document existing street and traffic signal equipment and assess existing conditions to identify any necessary upgrades as well as prepare preliminary engineering plans for each intersection that show tentative traffic signal improvements. Plans will be completed in AutoCAD Version 2024 and will be presented with one intersection per plan sheet at scale 1”=20’.

The following intersections will be included in the plan set:

1. Otis Avenue and Live Oak Street

2. Otis Avenue and Clara Street

3. Atlantic Avenue and Florence Avenue

4. Atlantic Avenue and Live Oak Street

5. Atlantic Avenue and Clara Street

6. Atlantic Avenue and Elizabeth Street

7. Atlantic Avenue and Santa Ana Street

8. Atlantic Avenue and Cecelia Street West

9. Atlantic Avenue and Cecelia Street East

10. Atlantic Avenue and Patata Street

11. Wilcox Avenue and Live Oak Street

12. Wilcox Avenue and Clara Street

13. Clara Street and River Road
The traffic signal improvement plans for the intersections above will include signing and striping and other traffic signal upgrades necessary for the upgraded traffic signal operations, such as new traffic signal cabinets, controllers, battery back-up systems, poles, mast arms, luminaire arms, audible pedestrian push buttons, pedestrian heads, signal heads, continental crosswalks and limit lines.

A preliminary engineer’s Opinion of Probable Construction Cost (OPCC) will be developed on Microsoft Excel based on the preliminary plans.

A project contingency will be included in the engineer’s opinion of probable costs to provide for cost increases and unknown issues that may arise but cannot be specifically identified at this stage.

Task 2 Deliverables:
⬙ Preparation of CEQA Categorical Exemption
⬙ Preliminary Engineering Plans (13 sheets) in PDF electronic format ⬙ Preliminary OPCC in PDF electronic format
Task 3: Plans, Specifications, & Estimate (PS&E)
Task 3.1: 60% PS&E Package
Based on one set of non-conflicting comments on the Preliminary Plans, Kimley-Horn will advance the construction documents to a 60% level of design. Kimley-Horn will adjust the design plans based on City comments. KimleyHorn will prepare a comment response matrix to be submitted with the 60% submittal. The comment response matrix will have the original comments, Kimley-Horn’s responses to the comments, and final resolution. Additional annotation will be added to the traffic signal plans based on the comments received by the City. The engineer’s OPCC will be updated based on the City’s comments.

PROPOSAL FOR
Design Services for HSIPL-5369(016) Cudahy Citywide Signal Improvements Project, HSIP Cycle 11 Project
ii City of Cudahy • TRCALAD001848.2024

We anticipate the following plan sheet counts for the Project:
⬙ Cover Sheet: one sheet
⬙ Notes, Legends, and Construction Details: one sheet
⬙ Traffic Signal Improvement Plans: 13 sheets
⬙ Estimated Total sheets: 15 sheets
We do not anticipate the following sheets to be part of the design at any stage of the Project:
⬙ Signing and Striping Plans
⬙ Civil Improvements
⬙ Communication Plans
⬙ Street Lighting Plans
Task 3.1 Deliverables:
⬙ One set of 60% plans in PDF electronic format
⬙ 60% OPCC in PDF electronic format
Task 3.2: 90% PS&E Package
Based on one set of non-conflicting comments on the 60% plans, Kimley-Horn will advance the construction documents to a 90% level of design. Kimley-Horn will adjust the design plans based on City comments. KimleyHorn will prepare a comment response matrix to be submitted with the 90% submittal. The comment response matrix will have the original comments, Kimley-Horn’s responses to the comments, and final resolution. Additional annotation will be added to the traffic signal plans based on the comments received by the City.

The engineer’s OPCC will be updated based on the City’s comments.

Task 3.2 Deliverables:
⬙ One set of 90% plans in PDF electronic format
⬙ Technical specifications in PDF electronic format
⬙ 90% OPCC in PDF electronic format
Task 3.3: 100% PS&E Package
Based on one set of non-conflicting comments from the 90% PS&E comments, Kimley-Horn will advance the PS&E to the 100% level of design. It is expected that the comments will not result in a major change in design. KimleyHorn will adjust the plans and technical specifications based on the City comments accordingly. Kimley-Horn will prepare a comment response matrix to be submitted with the Final submittal. The comment response matrix will have the original comments, Kimley-Horn responses to the comments, and final resolution. A licensed professional engineer will conduct a peer review and QC/QA of the design plans, OPCC, and technical specifications. A licensed professional engineer will stamp and sign all plan sheets for this submittal.

Task 3.3 Deliverables:
⬙ One set of 24”x36” hardcopy 100% plans with wet signed mylars and in .dwg format ⬙ One set of hardcopy technical specifications, electronic PDF, and electronic MS Word format ⬙ 100% OPCC in electronic PDF and Excel format

PROPOSAL FOR
Design Services for HSIPL-5369(016) Cudahy Citywide Signal Improvements Project, HSIP Cycle 11 Project
iii City of Cudahy • TRCALAD001848.2024

Task 3.4: Caltrans LAPM Forms for PSE Certification and E-76 Construction Authorization As this is a HSIP Cycle 11 state-funded project, Caltrans LAPM forms for PSE Certification and E-76 Construction Authorization is not required. Kimley-Horn will prepare and submit right-of-way self-certification forms as well as prepare and submit construction allocation request and other documents for Caltrans.

Task 3.4 Deliverables:
⬙ Right-of-Way self-certification package
⬙ Construction allocation package
Task 4: Bidding and Construction Support
This task consists of coordination and support during the bidding phase of the project. Kimley-Horn will attend the pre-bid meeting and assist City staff and/or potential contractors in answering pre-bid questions, and interpretations of the plans and specifications. Kimley-Horn will log those questions and provide responses to requests for information (RFI) during the bidding phase and prepare project addenda.

Kimley-Horn will also assist with coordination and support during the construction stages of the project. KimleyHorn will attend the preconstruction meeting and address items for the construction management team to be aware of. Kimley-Horn will be involved during construction stages by responding to RFIs, reviewing and responding to all submittals, and reviewing any proposed changes by the contractor during construction. We will attend up to 5 construction progress meeting or field meeting.

Task 4 Deliverables:
⬙ Prepare up to one project addenda
⬙ Response to pre-bid questions
⬙ Response to RFI and questions during bidding phase
⬙ Response to RFI’s and Submittal Reviews
⬙ Attendance of up to 5 meetings
Task 5: Prepare Record Drawings (As-Builts)
Kimley-Horn will prepare record drawing as-builts within 20 days after construction has been completed. Any comments and changes during construction as red-lined and noted by the contractor will be documented and annotated. Record drawings will be prepared in AutoCAD, and PDF electronic files shall be sent to the City.

Task 5 Deliverables:
⬙ Record drawings in PDF electronic format
Task 6: Prepare Traffic Signal Timing Charts
Kimley-Horn will prepare updated traffic signal timing sheets for the following intersections:

1. Otis Avenue and Live Oak Street

2. Otis Avenue and Clara Street

3. Atlantic Avenue and Florence Avenue

4. Atlantic Avenue and Live Oak Street

PROPOSAL FOR
Design Services for HSIPL-5369(016) Cudahy Citywide Signal Improvements Project, HSIP Cycle 11 Project
iv City of Cudahy • TRCALAD001848.2024

5. Atlantic Avenue and Clara Street

6. Atlantic Avenue and Elizabeth Street

7. Atlantic Avenue and Santa Ana Street

8. Atlantic Avenue and Cecelia Street West

9. Atlantic Avenue and Cecelia Street East

10. Atlantic Avenue and Patata Street

11. Wilcox Avenue and Live Oak Street

12. Wilcox Avenue and Clara Street

13. Clara Street and River Road
It is assumed that each intersection will have an existing timing sheet for Kimley-Horn’s reference. Per Caltrans guidelines, the implementation of LPI is not suggested at intersections that have protected-permissive left turn movements. Kimley-Horn will evaluate existing conditions and assist the City with making a decision for intersections with protected-permissive left turn movements.

The updated timing sheets will have: proposed signal timing parameters such as minimum bicycle greens, allred times, walk times, flashing don’t walk times, and yellow times. For each intersection, recommended phase timing parameters will be calculated by referencing the latest version of the CA MUTCD and recent aerial imagery measurements. For the intersections with new protected left turn phases, the phase diagrams on the updated traffic signal timing sheets will be updated to reflect the new phasing. The format of the updated timing sheets will be consistent with the proposed traffic signal controller software type.

Task 6 Deliverable:
⬙ Up to 13 updated traffic signal timing sheets in electronic Excel and PDF electronic format Task O: Optional Tasks
Task O.1: Utility Coordination
This task includes collecting data and information from the City, coordination with utility companies at up to 13 intersections.

Kimley-Horn will coordinate with the City to collect existing available data for the design. Sample data that will be requested includes but is not limited to the following:
⬙ Utility contacts
⬙ Existing as-builts pertinent to the project within the project vicinity including, but not limited to, existing traffic signal, roadway, and communication as-builts
⬙ Available electronic signal plans
Kimley-Horn will send out one utility notice letter to utility companies provided by the City. We will incorporate utility data received from utility companies to create a utility basemap that will be included in the plan.

Task O.1 Deliverables:
⬙ Utility basemapping in plan
⬙ Updated utility tracker file that includes a list of utility companies contacted, documents received, and a communication log with the utility companies

PROPOSAL FOR
Design Services for HSIPL-5369(016) Cudahy Citywide Signal Improvements Project, HSIP Cycle 11 Project
v City of Cudahy • TRCALAD001848.2024

Task O.2: Conduit Field Work
Kimley-Horn will open the pull boxes at up to 13 intersections within the corners of each intersection. We will take inventory of conduits that enter each pull box and take notes explaining the health of the conduits upon visual observation. Our team will verify if existing conduits have adequate space for potential rewiring of the intersection due to new controller and/or installation of APS cable.

It is assumed that pull boxes only labeled “Traffic Signal” will be opened. Pull boxes labeled “Electrical” or “Danger – Electrical” will not be opened. Pull boxes with damaged lids, screwed shut, not accessible on concrete sidewalk or median, or unable to open with reasonable force will not be opened. Pull boxes that are too full with wires and cables will be noted and not touched as to not damage existing wiring and cabling.

Task O.2 Deliverables:
⬙ Conduit tracing and conduit health field notes
Task O.3 Conduit Basemapping
After field review of conduit conditions, conduits in poor health will be considered for upgrades if new cable needs to be installed per the Project’s improvements. Conductor schedules and conduits will be shown for intersections where conduits will be installed.

Task O.3 Deliverables:
⬙ CAD basemap including existing conduits

PROPOSAL FOR
Design Services for HSIPL-5369(016) Cudahy Citywide Signal Improvements Project, HSIP Cycle 11 Project
vi City of Cudahy • TRCALAD001848.2024

EXHIBIT C

COMPENSATION RATE
22

196.54% Overhead%
195.57% Overhead% w/o FCCM
Category/Title
10% Fee% Direct Rate $110.05 $87.37 $74.09 $60.43 $45.44 $54.05 $42.30 Billing Rate $358.87 $284.91 $241.61 $197.06 $148.18 $176.26 $137.94 Task 1 11 11 6 28 $ 7,172.76
Task 2 8 16 40 64 $ 11,951.06
Task 3 17 5 90 70 182 $ 35,633.27

3.1 5 40 40 85 $ 15,603.90

3.2 5 20 20 45 $ 8,699.13

3.3 5 10 10 25 $ 5,246.74

3.4 2 5 20 27 $ 6,083.50
Task 4 10 10 10 10 40 $ 8,420.48
Task 5 5 10 10 25 $ 5,246.74
Task 6 20 20 40 80 $ 14,700.45
51 5 20 157 170 6 10 419
$18,302.36 $1,424.55 $4,832.11 $30,938.49 $25,190.34 $1,057.53 $1,379.39 $ 83,124.77 $ 4,078.12
$ 2,078.12
$ 2,000.00
$ 87,202.89
Task O 8 20 95 123 $ 20,889.12
O.1 5 10 40 55 $ 9,692.09
O.2 1 5 25 31 $ 5,048.63
O.3 2 5 30 37 $ 6,148.40
Optional Tasks
Utility Coordination
Conduit Field Work
Optional Tasks
Preliminary Engineering
Plans, Specifications & Estimate
60% PS&E Package
90% PS&E Package
TOTAL COST:

City of Cudahy
Design of Citywide Signal Improvements Project
Kimley-Horn and Associates, Inc.

TOTAL HOURS TOTAL COST
Sr. Project
Support Project Support
Project Management
Professional I Analyst Sr.

Professional II
Sr.

Professional I Professional II
100% PS&E Package
Caltrans LAPM Forms for PSE Certification and E-76
Construction Authorization
Bidding and Construction Support
Prepare Record Drawings (As-Builts)
Prepare Traffic Signal Timing Charts

TOTAL HOURS
Subtotal Labor:

Other Direct Costs
Escalation
Expenses
Conduit Basemapping

“Serving The People” "Sirviendo A La Comunidad"
Staff Report
12/03/2024 Page 1 of 4

STAFF REPORT
Date: December 3, 2024
To: Honorable Mayor/Chair and City Council/Agency Members From: Alfonso Noyola, City Manager
By: Raul Diaz, Public Works Director/Building Official
Subject: Consideration to adopt Resolution No. 24-40 and Award a Contract Services Agreement to Byrom-Davey, Inc., a California Corporation, for Lugo Park Soccer Field Rehabilitation Project – CIP Project No. PRE-005

RECOMMENDATION
The City Council is requested to:

1. Adopt Resolution No. 24-40 appropriating $212,373 of Development Impact Fee Parks funding and $277,627 of Measure A funding, for a total amount of $490,000 amending the Lugo Park Soccer Field Rehabilitation Project (Project) – CIP Project No. PRE-005, project funding;

2. Approve Plans and Specifications for the Lugo Park Soccer Field Rehabilitation Project – CIP Project No. PRE-005;

3. Award a Contract Services Agreement to Byrom-Davey, Inc. for the Project in the amount of $972,958.20 for the Lugo Park Soccer Field Rehabilitation Project; and

4. Approve 10% construction contingency for unforeseen conditions in the amount of $97,296 for utilization by the Public Works Director or designee for potential Construction Change Orders (CCO) and 5% construction oversight in the amount of $48,600.00.

BACKGROUND

1. The proposed project is located at Lugo Park, 7810 Otis Ave, Cudahy, CA 90201. The proposed project involves removal and replacement of the existing artificial turf soccer field.

Item Number
14C

“Serving The People” "Sirviendo A La Comunidad"
Staff Report
12/03/2024 Page 2 of 4

2. During August & September 2023, the City Public Works evaluated the Scope of Work of the existing artificial turf soccer field at Lugo Park and best approach for the renovations.

3. With years of extensive use of the existing artificial turf soccer field, various locations of the field have been torn, formed sink holes, and overall uneven levels making for an unstable playing surface preventing the continued use to City residents.

4. The design for the rehabilitation of the soccer field was completed in August 2024 and a Notice Inviting Bids was published on August 12, 2024 with a Bid Opening date of September 18, 2024.

SCOPE OF WORK

1. With the amount of the removal and replacement of the existing artificial turf soccer field.

The City staff recommended the improvements outlined in the project plans and specifications, Construction Documents.

2. The work consists of furnishing all materials, equipment, tools, labor, and incidentals as described in detail in the Bidding and Contract Documents, Plans and Specifications to construct the project.

3. Renovating the existing park turf field by fixing the existing base and replacing the pad and Artificial Turf Soccer Field that will facilitate the City of Cudahy residents of all ages.

4. Implement maintenance protocols and schedules be required once the construction maintenance period ends.

5. Provide maintenance equipment and staff training for field performance and longevity.

ANALYSIS
The Lugo Park Soccer Field Rehabilitation Project is Project No. PRE-005 in the City’s Capital Improvement Budget Fiscal Year 2024 in the amount of $800,000 funding received through Assemblymember Anthony Rendon’s office (Specified Grant).

On January 16, 2024, the City Council awarded a Professional Services Agreement to BFS Landscape Architects to prepare plans, specifications, and estimates for the Project, including topographic survey and geotechnical review, and providing bidding and construction phase support services.

Inn August 2024, the project plans, specifications and cost estimate were completed by BFS Landscape Architects.

On August 12, 2024, the Notice Inviting Bids was published with a mandatory pre-bid job walk on August 28, 2024, and the scheduled bid opening at 3:00 PM on Wednesday September 18, 2024.

On September 18, 2024, three (3) contractors submitted construction Bids for the Project. The Bids were evaluated based on the established criteria identified in the Bid documents including compliance with the Bid requirements, construction documents, a 10% Bid Bond, project

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understanding, approach, methodology including responsiveness and flexibility, experience of assigned staff, similar project experience, schedule efficiency, and references.

The first apparent low bidder Horizon Construction (HGE) did not submit the accurate paperwork and Bid Bond and is deemed unresponsive to the Bid requirements.

The next apparent low bidder was Byrom-Davey, Inc., with a bid in the amount of $972,958.20.

Byrom-Davey provided the required documentation, experience and 10% Bid-Bond. After a thorough bid review and analysis, staff recommends the award of a construction Contract to Byrom-Davey, Inc.

In review of the project implementation options, staff considered amending the project budget to fund the construction contract, construction contingency and construction support services such as construction management and inspection.

The second option considered was the consideration for City Council to reject all bids and readvertise the project to solicit new bids.

The Engineer’s estimate for construction of the improvements is $946,743. The two bids submitted, $972,058.20 and $997,400, are within 5% of the Engineer’s estimate. As such, staff does not foresee a significant change with potential new bids and would still require an amendment to fund the construction of the Project.

Once the City Council approves award of the Contract, the City staff will execute the Contract with Byrom-Davey, Inc., conduct a preconstruction meeting and issue the Notice to Proceed.

FINANCIAL IMPACT
Budget impact – The proposed cost for construction is $972,958.20. The total budget for the project is $800,000 with a shortfall in construction phase funding of $490,000. The attached Resolution authorizes bridges the funding gap through the appropriation of and an amendment to the project funding in the amount of $490,000 to award the construction contract, construction contingency and construction support services.

Construction phase expenditures for the project encompass the construction contract at $972,958, construction contingency at $ 97,296 and construction management at $48,648 for a total construction phase in the amount of $1,118,902.

ATTACHMENTS
A. Draft Resolution No. 24-40
B. BID Lugo Park Soccer Field Rehabilitation Project

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C. BID Submittal - Byrom-Davey, Inc.

D. Draft Contract Services between the City of Cudahy and Byrom-Davey, Inc.

RESOLUTION NO. 24-40

A RESOLUTION OF THE CITY OF CUDAHY

CALIFORNIA, APPROVING AN APPROPRIATION FOR

LUGO PARK SOCCER FIELD REHABILITATION

PROJECT
WHEREAS, the City approved Capital Improvement Project (CIP) for Lugo Park Soccer Field Rehabilitation Project – Project No. PRE-005, in its Fiscal Year 2024- 25 CIP with a budget of $800,000;
WHEREAS, the City conducted a bid opening bids on September 18, 2024 at which time three bids were received;
WHEREAS, Byrom-Davey, Inc. submitted the lowest responsive and responsible bid in the amount of $973,958.20; and
WHEREAS, the Project requires additional funding to complete the construction of the improvements, including ancillary elements of construction such as project management and inspection;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Cudahy, California, as follows:

SECTION 1. The City Council hereby approves an appropriation of four hundred ninety thousand dollars ($490,000.00) from Development Impact Fee Parks Funds in the amount of $212,373 and Measure A Funds in the amount of $277,627 to fund the Lugo Park Soccer Field Rehabilitation Project.

SECTION 2. This Resolution shall take effect immediately upon its adoption by the City Council and the City Clerk shall certify to the passage and adoption of this Resolution and enter it into the book of original Resolutions.

PASSED, APPROVED AND ADOPTED by the City Council of the City of Cudahy at its regular meeting on this 3rd day of December 2024.

Jose R. Gonzalez
Mayor
Attachment APage 355 of 1219
Resolution No. 24-40

ATTEST:

Richard Iglesias, CMC
City Clerk

CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF CUDAHY )
I, Richard Iglesias, City Clerk of the City of Cudahy, hereby certify that the foregoing Resolution No. 24-40 was passed and adopted by the City Council of the City of Cudahy at a regular meeting held on the 3rd day of December 2024 and that said Resolution was adopted by the following vote, to-wit:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________________
Richard Iglesias, CMC
City Clerk

COVER File Location: C:\USERS\DUANETUT\DROPBOX (TRANSTECH ENGINEERS)\JOBRECRD\2023\231056 CUD LUGO PARK SOCCER FIELD RENOVATION\WIP\4.BID PACKAGE\1.DRAFT\01.0 FRONT SPECS - CUD LUGO PARK SOCCER FIELD RENO.DOCX

CITY OF CUDAHY, CALIFORNIA

BIDDING AND CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS for
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Cudahy, CA 90201
CITY PROJECT #PRE-005
Date Issued:

Monday, August 12, 2024
Mandatory Pre-Bid Meeting Date:

Wednesday, August 28, 2024, 9:00 AM to 9:45 AM
Meeting Location: 7810 Otis Ave, Cudahy, CA 90201
Bid Due Date:

Wednesday, September 18, 2024, at 3:00 pm
Submit bids to:

Office of the City Clerk
City of Cudahy
5220 Santa Ana Street, Cudahy, CA 90201
Approved by: ______________________
Ronald Bow
Public Works Director
City of Cudahy
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TABLE OF CONTENTS
-iSECTION SECTION TITLE PAGE
NIB NOTICE INVITING BIDS NIB-1 – NIB-3
IB INSTRUCTIONS TO BIDDERS IB-1 – IB-5
CHECKLIST FOR BIDDERS 1
B BID (Entire section B shall be submitted with the bid) B-1 – B-18 CHECKLIST FOR EXECUTION OF CONTRACT 1
C CONTRACT C-1 – C-2
LMB PAYMENT BOND (LABOR AND MATERIALS) LMB-1 – LMB-2
PB PERFORMANCE BOND PB-1 – PB-2
INS INSURANCE CERTIFICATES AND ENDORSEMENTS INS-1 – INS-8 GP GENERAL PROVISIONS GP-1 – GP-29
SP SPECIAL PROVISIONS SP-1 – SP-14

APP A APPENDIX A - PROJECT PLANS

APP B APPENDIX B - PROJECT SPECS

APP C APPENDIX C - PROJECT CUTSHEETS
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NOTICE INVITING BIDS NIB-1

NOTICE INVITING BIDS FOR
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Cudahy, CA 90201
CITY PROJECT #PRE-005
NOTICE IS HEREBY GIVEN that the City of Cudahy, California (“City”) invites sealed Bids for the Project. The City will receive such Bids at the City Clerk’s office, City Hall, 5220 Santa Ana Street, Cudahy, CA 90201 up to 3:00 PM on Wednesday, September 18, 2024, at which time they will be publicly opened and read aloud.

SCOPE OF WORK. The Project includes, without limitation, furnishing all necessary labor, materials, equipment, and other incidental and appurtenant Work necessary to satisfactorily complete the Project, which consists of and includes Exterior work: renovating the existing park turf field by fixing the existing base and replacing the turf and pad. This Work will be performed in strict conformance with the Contract Documents, permits from regulatory agencies with jurisdiction, and applicable regulations. The quantity of Work to be performed and materials to be furnished are approximations only, being given as a basis for the comparison of Bids. Actual quantities of Work to be performed may vary at the discretion of the City Engineer.

OBTAINING BID DOCUMENTS. Bidders may obtain free copies of the Plans, Specifications and other Contract Documents as follows:

1. Please email your request with your contact information to: [email protected] Upon receipt of your e-mail, you will be registered as a plan holder, and a pdf file of the Bidding and Contract Documents, Plans and Specifications will be e-mailed to you at no cost.

TIME OF COMPLETION. The Contractor shall complete all work within 60 working days of the issuance of the Notice to Proceed.

MANDATORY PRE-BID MEETING AND SITE VISIT. A mandatory pre-bid meeting will be held on Wednesday, August 28, 2024 at 9:00 AM to 9:45 AM at 5220 Santa Ana Street, Cudahy, CA 90201. Every Bidder is required to attend the pre-bid meeting and Project site visit. Failure of a Bidder to attend will render that Bidder’s Bid non-responsive. No allowances for cost adjustments will be made if a Bidder fails to adequately examine the Project site before submitting a Bid.

REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS. In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5 [with limited exceptions for bid purposes only under Labor Code Section 1771.1(a)].

PREVAILING WAGES. In accordance with Labor Code Section 1770 et seq., the Project is a “public work.” The selected Bidder (Contractor) and any Subcontractors shall pay wages in accordance with the determination of the Director of the Department of Industrial Relations (“DIR”) regarding the prevailing rate of per diem wages. Copies of those rates are on file with the Director of Public Works and are available to any interested party upon request. The Contractor shall post a copy of the DIR’s determination of the prevailing rate of per diem wages at each job site. This Project is subject to compliance monitoring and enforcement by the DIR.

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NOTICE INVITING BIDS NIB-2
DBE: There is no mandatory DBE Participation requirement. All bidders are required to comply with all applicable competitive bidding and labor compliance laws including, but not limited to, active solicitation of subcontract bids from minority-owned businesses, women-owned businesses, and businesses owned by disabled veterans. The City hereby notifies all qualified bidders that it will affirmatively ensure that qualified minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, religion, or handicap in consideration for an award. Attention is directed to the provisions of Section 1777.5 (Chapter 1411, Statutes of 1968) and 1777.5 of the Labor Code concerning the employment of apprentices by the Contractor’s or any such subcontractors under hire. The bidders and the selected Contractor shall not allow discrimination in employment practices based on race, color, national origin, ancestry, sex, religion, or handicap.

BONDS. Each Bid must be accompanied by a cash deposit, cashier’s check, certified check or Bidder’s Bond issued by a Surety insurer, made payable to the City and in an amount not less than ten percent (10%) of the total Bid submitted. Personal or company checks are not acceptable. Upon Contract award, the Contractor shall provide faithful performance and payment Bonds, each in a sum equal to the Contract Price. All Bonds must be issued by a California admitted Surety insurer using the forms set forth in the Contract Documents, or in any other form approved by the City Attorney. Failure to enter the Contract with the City, including the submission of all required Bonds and insurance coverages, within fifteen (15) Days after the date of the mailing of written notice of contract award to the Bidder, shall subject the Bid security to forfeiture to the extent provided by law.

RETENTION OF RECORDS RELEVANT TO AUDITS AND REVIEWS. The Contractor and subcontractors working in the City of Maywood must retain records pertaining to said project for a minimum of five (5) years. Record to be retained include but not limited to documents regarding payroll, change orders, field directives, as-built plans, etc.

LICENSES. Each Bidder shall possess a valid Class C Contractor’s license issued by the California State Contractors License Board at the time of the Bid submission, unless this Project has any federal funding, in which case the successful Bidder must possess such a license at the time of Contract award. The successful Contractor must also possess a current City business license.

RETENTION SUBSTITUTION. Five percent (5%) of any progress payment will be withheld as retention. In accordance with Public Contract Code Section 22300, and at the request and expense of the Contractor, securities equivalent to the amount withheld may be deposited with the City or with a State or federally chartered bank as escrow agent, which shall then pay such moneys to the Contractor. Upon satisfactory completion of the Project, the securities shall be returned to the Contractor. Alternatively, the Contractor may request that the City make payments of earned retentions directly to an escrow agent at the Contractor’s expense. No such substitutions shall be accepted until all related documents are approved by the City Attorney.

BIDDING PROCESS. The City reserves the right to reject any Bid or all Bids, and to waive any irregularities or informalities in any Bid or in the bidding, as deemed to be in its best interest.

LIQUIDATED DAMAGES. Liquidated damages is $500 per calendar day.

If there are any questions regarding this project, please contact in writing via e-mail:

Duane Tut, PM, [email protected] All inquiries must be submitted in writing.

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INSTRUCTIONS TO BIDDERS IB-1

INSTRUCTIONS TO BIDDERS
FORM OF BID. Bids shall be made on the Bid forms found herein. Bidders shall include all forms and fill in all blank spaces, including inserting “N/A” (for not applicable) where necessary. Each Bid must be submitted in a sealed envelope bearing the Bidder’s name and addressed to the City Clerk with the Project name and identification number (as described in the Notice Inviting Bids) typed or clearly printed on the lower left corner of the envelope.

DELIVERY OF BIDS. The Bid shall be delivered by the time and date, and to the place specified in the Notice Inviting Bids. No oral, faxed, emailed, or telephonic Bids or alternatives will be considered. The time of delivery shall be conclusively determined by the time-stamping clock located at the City Clerk’s office. Bidders are solely responsible for ensuring that their Bids are received in proper time, and Bidders assume all risks arising out of their chosen means of delivery.

Any Bid received after the Bid submission deadline shall be returned unopened. Bidders are invited to be present for Bid opening. Accepted Bids shall become the property of the City.

AMENDED BIDS. Unauthorized conditions, limitations or provisos attached to a Bid may cause the Bid to be deemed incomplete and non-responsive.

WITHDRAWAL OF BID. A Bid may be withdrawn without prejudice upon written request by the Bidder filed with the City Clerk before the Bid submission deadline. Bids must remain valid and shall not be subject to withdrawal for sixty (60) Days after the Bid opening date.

BIDDER’S SECURITY. Each Bid shall be accompanied by cash, a certified or cashier’s check payable to the City, or a satisfactory Bid Bond in favor of the City executed by the Bidder as principal and an admitted surety insurer as Surety, in an amount not less than ten percent (10%) of the amount set forth in the Bid. The cash, check or Bid Bond shall be given as a guarantee that, if selected, the Bidder will execute the Contract in conformity with the Contract Documents, and will provide the evidence of insurance and furnish the specified Bonds, within fifteen (15) Days after the date of delivery of the Contract Documents to the Bidder. In case of the Bidder’s refusal or failure to do so, the City may award the Contract to the next lowest responsible bidder, and the cash, check, or Bond (as applicable) of the lowest Bidder shall be forfeited to the City to the extent permitted by law. No Bid Bond will be accepted unless it conforms substantially to the form provided in these Contract Documents.

QUANTITIES APPROXIMATE. Any quantities shown in the Bid form or elsewhere herein shall be considered as approximations listed to serve as a general indication of the amount of Work or materials to be performed or furnished, and as basis for the Bid comparison. The City does not guarantee that the actual amounts required will correspond with those shown. As deemed necessary or convenient, the City may increase or decrease the amount of any item or portion of Work or material to be performed or furnished or omit any such item or portion, in accordance with the Contract Documents.

ADDENDA. The City Engineer may, from time to time, issue Addenda to the Contract Documents. Bidders are responsible for ensuring that they have received any and all Addenda.

Each Bidder is responsible for verifying that it has received all Addenda issued, if any. Bidders must acknowledge receipt of all Addenda, if any, in their bids. Failure to acknowledge receipt of all Addenda may cause a Bid to be deemed incomplete and non-responsive.

FACSIMILE NUMBER AND EMAIL ADDRESS. Bidders shall supply the City Engineer with a facsimile number and email address to facilitate transmission of Addenda and other information Lugo Park Soccer Field Rehabilitation Project
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INSTRUCTIONS TO BIDDERS IB-2
related to these Contract Documents. If the Addenda and other information are emailed, the City shall also send all documents by facsimile or U.S. Mail. Failure to provide such a facsimile number and email address may result in late notification. The City does not guarantee that it will provide any information by facsimile, email, or both. A Bidder shall be responsible for all Addenda regardless of whether Bidder received any such fax or email, and a Bidder shall have no recourse due to not receiving such facsimile, email, or both.

DISCREPANCIES IN BIDS. Each bidder shall set forth as to each item of Work, in clearly legible words and figures, a unit or line item Bid amount for the item in the respective spaces provided for this purpose.

In case of discrepancy between the unit price and the extended amount set forth for the item, the unit price shall prevail. However, if the amount set forth as a unit price is ambiguous, unintelligible, or uncertain for any cause, or is omitted, or if the unit price is the same amount as the entry in the “extended amount” column, then the amount set forth in the “extended amount” column for the item shall prevail in accordance with the following:
(1) As to lump sum items, the amount set forth in the “extended amount” column shall be the unit price.
(2) As to unit price items, the amount set forth in the “extended amount” column shall be divided by the estimated quantity for the item set forth in the Bid documents, and the price thus obtained shall be the unit price.

In case of discrepancy between words and figures, the words shall prevail.

COMPETENCY OF BIDDERS. In evaluating Bidder responsibility, consideration will be given not only to the financial standing, but also to the general competency of the Bidder for the performance of the Project. Each Bidder shall set forth in the designated area of the Bid form a statement of its experience. No Contract will be executed with a Bidder that is not licensed and registered with the DIR in accordance with State law, and with any applicable specific licensing requirements specified in these Contract Documents. These licensing and registration requirements for Contractors shall also apply to all Subcontractors.

BIDDER’S EXAMINATION OF SITE AND CONTRACT DOCUMENTS. Each Bidder must carefully examine the Project site and the entirety of the Contract Documents. Upon submission of a Bid, it will be conclusively presumed that the Bidder has thoroughly investigated the Work and is satisfied as to the conditions to be encountered and the character, quality, and quantities of Work to be performed and materials to be furnished. Upon Bid submission, it also shall be conclusively presumed that the Bidder is familiar with and agrees to the requirements of the Contract Documents, including all Addenda. No information derived from an inspection of records or investigation will in any way relieve the Contractor from its obligations under the Contract Documents nor entitle the Contractor to any additional compensation. The Contractor shall not make any claim against the City based upon ignorance or misunderstanding of any condition of the Project site or of the requirements set forth in the Contract Documents. No claim for additional compensation will be allowed which is based on a lack of knowledge of the above items. Bidders assume all risks in connection with performance of the Work in accordance with the Contract Documents, regardless of actual conditions encountered, and waive and release the City with respect to any and all claims and liabilities in connection therewith, to the extent permitted by law.

TRADE NAMES OR EQUALS. Requests to substitute an equivalent item for a brand or trade name item must be made by written request submitted no later than the date specified in Section 4-6 of the General Provisions. Requests received after this time shall not be considered.

Requests shall clearly describe the product for which approval is requested, including all data necessary to demonstrate acceptability.

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INSTRUCTIONS TO BIDDERS IB-3
DISQUALIFICATION OF BIDDERS. No Person shall be allowed to make, file or be interested in more than one Bid for the Project, unless alternate Bids are specifically called for. A Person that has submitted a sub-bid to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders or from making a prime Bid. If there is a reason to believe that collusion exists among the Bidders, all affected Bids will be rejected.

RETURN OF BID SECURITY. The successful Bidder’s Bid security shall be held until the Contract is executed. Bid security shall be returned to the unsuccessful Bidders within a reasonable time, which in any case shall not exceed sixty (60) Days after the successful Bidder has signed the Contract.

AWARD OF CONTRACT. The City reserves the right to reject any or all Bids or any parts thereof or to waive any irregularities or informalities in any Bid or in the bidding. The Contract award, if made, will be to the lowest responsible, responsive Bidder and is anticipated to occur within sixty (60) Days after the Bid opening. The Contract award may be made after that period if the selected Bidder has not given the City written notice of the withdrawal of its Bid.

DETERMINATION OF LOWEST BID. In accordance with Public Contract Code Section 20103.8, the lowest Bid shall be determined as indicated in Section B - BID.

TRENCHING. If the Project involves the construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or open excavations, which are five (5) feet deep or more, then each Bidder must submit, as a Bid item, adequate sheeting, shoring, and bracing, or an equivalent method, for the protection of life or limb, which shall conform to applicable safety orders. This final submission must be accepted by the City in advance of excavation and must include a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from caving ground during the excavation Work.

If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

LISTING SUBCONTRACTORS; SELF-PERFORMANCE. Each Bidder shall submit a list of the proposed Subcontractors on the Project, as required by the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100, et seq.). Contractor shall self-perform not less than 50% of the Work, in accordance with Section 3-2 of the Standard Specifications.

EXECUTION OF CONTRACT. The selected Bidder shall execute the Contract in the form included in these Contract Documents within fifteen (15) Days from the date of delivery of the Contract Documents to the Bidder. Additionally, the selected Bidder shall also secure all insurance and Bonds as herein specified, and provide copies to the City, within fifteen (15) Days from the date of delivery of the Contract Documents to the Bidder. Failure or refusal to execute the Contract or to conform to any of the stipulated requirements shall be just cause for the annulment of the award and forfeiture of the Bidder’s security. In such event, the City may declare the Bidder’s security forfeited to the extent permitted by law, and the City may award the Contract to the next lowest responsible Bidder or may reject all bids.

NO COMPENSATION FOR COSTS INCURRED PRIOR TO CONTRACT EXECUTION. All costs incurred by the selected Bidder prior to Contract award and execution of the Contract by the City shall be at the Bidder’s sole risk. City shall have no liability for costs incurred prior to its execution of the Contract.

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INSTRUCTIONS TO BIDDERS IB-4
SIGNATURES. The Bidder shall execute all documents requiring signatures and shall cause to be notarized all documents that indicate such a requirement. Bids submitted as joint ventures must so state and be signed by each joint venturer. The Bidder shall provide evidence satisfactory to the City, such as an authenticated resolution of its board of directors, a certified copy of a certificate of partnership acknowledging the signer to be a general partner, or a power of attorney, indicating the capacity of the person(s) signing the Bid to bind the Bidder to the Bid and any Contract arising therefrom. Alternatively, Bids submitted by corporations must be executed as specified in Corporations Code Section 313, and Bids submitted by partnerships must be executed by all partners comprising the partnership.

INSURANCE AND BONDS. The Contractor shall not begin Work until it has given the City evidence of all required insurance coverage (including all additional insured endorsements), a Bond guaranteeing the Contractor’s faithful performance of the Contract, and a Bond securing the payment of claims for labor and materials.

WORKER’S COMPENSATION. In accordance with the provisions of Section 3700 of the Labor Code, the Contractor shall secure the payment of compensation to his employees. The Contractor shall sign and file with the City the following certificate prior to performing the work under this contract. The form of such certificate is included as part of the contract documents. "I am aware of the provisions of Section 3700 of the Labor Code which require compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." EMPLOYMENT OF APPRENTICES. Attention is directed to Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code and Title 8, California Administrative Code, Section 200 seq. to ensure compliance and complete understanding of the law regarding apprentices. The Contractor and any subcontractor under him shall comply with the requirements of said sections in the employment of apprentices; however, the Contractor shall have full responsibility for compliance with said Labor Code section, for all apprenticeable occupations, regardless of any other contractual or employment relationships alleged to exist. In addition to the above State Labor Code Requirements regarding the employment of apprentices and trainees, the Contractor and all subcontractors shall comply with Section 5 a. 3, Title 29 of the Code of Federal Regulations (29CFR).

CONFLICT OF INTEREST. In the procurement of supplies, equipment, construction and services by sub-recipients, the conflict-of-interest provision including, but not limited to, 2 CFR part 200, Subpart B, 200.112, 24 CFR Part 570.611 and 24 CFR part 85, Section 85.36 (b), respectively, shall apply. No employee, officer or agent of the sub-recipient shall participate in selection or in award of administration of a contract supported by Federal funds if a conflict of interest, real or apparent, would be involved.

TELEPHONES. Bidders are hereby notified that the City will not provide telephones for their use at the time of Bid submission.

INTERPRETATION OF CONTRACT DOCUMENTS. Any Bidder that is in doubt as to the intended meaning of any part of the Contract Documents, or that finds discrepancies in or omissions from the Contract Documents, may submit to the City Engineer a written request for an interpretation or correction not later than ten (10) Days before the Bid submission deadline.

Requests for clarification received after this date will be disregarded. Please indicate the Project and identification number in the request for clarification. Telephonic requests will not be taken.

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INSTRUCTIONS TO BIDDERS IB-5
Any interpretation or correction of the Contract Documents will be made only by a written Addendum. No oral interpretation of any provision in the Contract Documents shall be binding.

TAXES. Except as may be otherwise specifically provided herein, all sales and/or use taxes assessed by federal, State, or local authorities on materials used or furnished by the Contractor in performing the Work shall be paid by the Contractor. The Bidder shall calculate payment for all sales, unemployment, pension, and other taxes imposed by federal, State, and local law and shall include these payments in computing the Bid.

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Checklist-1

CHECKLIST FOR BIDDERS
The following information is required of all Bidders at the time of Bid submission:
____ Completed and Signed Bid Cover Form
____ Completed and Signed Bid Sheets
____ Completed and Signed Questionnaire
____ Completed References Form
____ Resume of General Construction Superintendent/On-Site Construction Manager ____ Completed Subcontractor Designation Form
____ Completed and Signed Industrial Safety Record Form ____ Completed, Signed and Notarized Bid Bond or Other Security Form ____ Signed Non-collusion Declaration Form
____ Evidence satisfactory to the City indicating the capacity of the person(s) signing the Bid to bind the Bidder.

Failure of the Bidder to provide all required information in a complete and accurate manner may cause the Bid to be considered non-responsive.

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BID B-1
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” BID

CITY OF CUDAHY
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Cudahy, CA 90201
CITY PROJECT #PRE-005
TO THE HONORABLE MAYOR AND CITY COUNCIL OF THE CITY OF CUDAHY:

The undersigned, as Bidder, declares that: (1) this Bid is made without collusion with any other person and that the only persons or parties interested as principals are those named herein; (2) the undersigned has carefully examined the Contract Documents (including all Addenda) and the Project site; and (3) the undersigned has investigated and is satisfied as to the conditions to be encountered, the character, quality and quantities of Work to be performed, and the materials to be furnished. Furthermore, the undersigned agrees that submission of this Bid shall be conclusive evidence that such examination and investigation have been made and agrees, in the event the Contract be awarded to it, to execute the Contract with the City of Cudahy perform the Project in accordance with the Contract Documents in the time and manner therein prescribed, and to furnish or provide all materials, labor, tools, equipment, apparatus and other means necessary so to do, except as may otherwise be furnished or provided under the terms of the Contract Documents, for the following stated unit prices or lump-sum price as submitted on the Bid herein.

Bidder acknowledges receipt of all addenda, as follows:

Addendum No. _______________ Date: ____________________ Addendum No. _______________ Date: ____________________ Addendum No. _______________ Date: ____________________ Addendum No. _______________ Date: ____________________ The undersigned submits as part of this Bid a completed copy of its Industrial Safety Record. This Safety Record includes all construction Work undertaken in California by the undersigned and any partnership, joint venture or corporation that any principal of the undersigned participated in as a principal or owner for the last five (5) calendar years and the current calendar year before the date of Bid submittal. Separate information is being submitted for each such partnership, joint venture, or corporate or individual Bidder. The undersigned may attach any additional information or explanation of data that it would like to be taken into consideration in evaluating the Safety Record. An explanation of the circumstances surrounding any and all fatalities is attached.

Accompanying this Bid is cash, a cashier’s check, a certified check or a Bid Bond in an amount equal to at least ten percent (10%) of the total aggregate Bid price based on the quantities shown and the unit prices quoted. The undersigned further agrees that, should it be awarded the Contract and thereafter fail or refuse to execute the Contract and provide the required evidence of insurance and Bonds within fifteen (15) Days after delivery of the Contract to the undersigned, then the cash, check or Bid Bond shall be forfeited to the City to the extent permitted by law.

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BID B-2
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” The undersigned certifies to have a minimum of three (3) consecutive years of current experience in the type of Work related to the Project and that this experience is in actual operation of the firm with permanent employees performing a part of the Work as distinct from a firm operating entirely by subcontracting all phases of the Work. The undersigned also certifies to be properly licensed by the State as a contractor to perform this type of Work. The undersigned possesses California Contractor’s License Number ____________, Class _____, which expires on _______________________.

Bidder’s Name: ___________________________________________________ Signature: __________________________________ Title: ___________ Date: ______ Signature: __________________________________ Title: ___________ Date: ______ Lugo Park Soccer Field Rehabilitation Project
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BID B-3
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

CITY OF CUDAHY

BID SHEETS FOR
Lugo Park Soccer Field Rehabilitation Project
7810 Otis Ave, Cudahy, CA 90201
CITY PROJECT #PRE-005
Bidder’s Name: ____________________________________________________________ To the Honorable Mayor and Members of the City Council:

In compliance with the Notice Inviting Bids, the undersigned hereby agrees to execute the Contract to furnish all labor, materials, equipment and supplies for the Project in accordance with the Contract Documents to the satisfaction and under the direction of the City Engineer, at the following prices:

BID SCHEDULE:

ITEM
NO. DESCRIPTION QTY UNIT UNIT PRICES EXTENDED AMOUNT
1 Mobilization
(Fencing, staking, traffic control, and signage)
1 LS $___________ $_______________
2 Demolition

2.1 Clearing & Grubbing 150 SF $___________ $_______________

2.2 Removal and disposal of Turf/Fabric 54,100 SF $___________ $_______________

2.3 Removal and disposal of performance pad 13,700 SF $___________ $_______________

2.4 Removal and store of performance pad
(assumes 75% of existing pad is re-useable) 40,400 SF $___________ $_______________ 3 Erosion Control
(Temporary Water Pollution Control)
1 LS $___________ $_______________
4 Earthwork and Grading

4.1 Excavation 430 CY $___________ $_______________

4.2 Aggregate Base 650 TN $___________ $_______________

4.3 Grinding/Grading 54,100 SF $___________ $_______________

4.4 Leveling Fines 100 TN $___________ $_______________

4.5 Finish Grading 54,100 SF $___________ $_______________ 5 Construction

5.1 Synthetic Turf (100 oz product, non-fill, dense) 54,100 SF $___________ $_______________

5.2 Re-install existing pad
(assumes 75% of existing pad is re-useable) 40,400 SF $___________ $_______________

5.3 Install new pad (To match existing) 13,700 SF $___________ $_______________

5.4 Geotextile/Liner 54,100 SF $___________ $_______________

5.5 2” Mainline 555 LF $___________ $_______________
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BID B-4
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” ITEM
NO. DESCRIPTION QTY UNIT UNIT PRICES EXTENDED AMOUNT

5.6 Quick Couplers 4 EA $___________ $_______________

5.7 Ball Valves 1 EA $___________ $_______________

5.8 Soil prep and sod trench 150 SF $___________ $_______________

5.9 Soccer Goal Anchors 4 EA $___________ $_______________

5.10 Light Pole Pads 7 EA $___________ $_______________

5.11 Fence Cap 1,000 LF $___________ $_______________
TOTAL BID AMOUNT $_______________
The award of Contract shall be based on the TOTAL BID AMOUNT.

In the case of discrepancies in the amount of bid, unit prices shall govern over extended amounts, and words shall govern over figures.

Full compensation for the items listed to the
right as Items A, B, C, D and E are considered
as inclusive in each Bid Item listed above in
the Bid Schedule as applicable, and no
additional and/or separate compensation will
be allowed.

A. Mobilization / Demobilization
B. Traffic Control
C. NPDES, WWECP, and Best Management
Practices (BMPs), Public Convenience and
Safety
D. Construction Staking by Land Surveyor
E. Clearing and Grubbing
The bid prices shall include any and all costs, including labor, materials, appurtenant expenses, taxes, royalties and any and all other incidental costs to complete the project, in compliance with the Bid and Contract Documents and all applicable codes and standards.

The City reserves the right to add, delete, increase, or decrease the amount of any quantity shown and to delete any item from the contract and pay the contractor at the bid unit prices so long as the total amount of change does not exceed 25% (plus or minus) of the total bid amount for the entire project. If the change exceeds 25%, a change order may be negotiated to adjust unit bid prices.

All other work items not specifically listed in the bid schedule, but necessary to complete the work per bid and contract documents and all applicable codes and standards are assumed to be included in the bid prices.

A bid is required for the entire work, that the quantities set forth in the Bid Schedule are to calculate total bid amount, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed.

TOTAL BID PRICE IN DIGITS: $____________________
TOTAL BID PRICE IN WORDS: _________________________________________________ Signature: __________________________________ Title: ___________ Date: ______ Signature: __________________________________ Title: ___________ Date: ______ Lugo Park Soccer Field Rehabilitation Project
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BID B-5
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

QUESTIONNAIRE FORM
Fill out all of the following information. Attach additional sheets if necessary. (1) Bidder’s Name:
(2) If the Bidder’s name is a fictitious name, who or what is the full name of the registered owner? If the Bidder’s name is not a fictitious name, write “N/A” in the response to this question. If you are doing business under a fictitious name, provide a copy of the filed valid Fictitious Business Name Statement.
(3) Business Address:
(4) Telephone: Facsimile:
(5) Type of Firm – Individual, Partnership, LLC or Corporation:
(6) Corporation organized under the laws of the State of:
(7) California State Contractor’s License Number and Class:

Original Date Issued: Expiration Date:
(8) DIR Contractor Registration Number:
(9) List the name and title of the person(s) who inspected the Project site for your firm:
(10) The Bidder declares that he/she has carefully read and examined the plans, specifications, bid documents, and he/she has made a personal examination of the site (indicate name of the person, representing the bidder, who inspected the site and date below) and that he/she understands the exact scope of the Project WITHOUT QUESTION.

Name of Person who inspected the site: _____________________ Date of Inspection: _____________________
(11) Number of years’ experience the company has as a contractor in construction work:
(12) List the names, titles, addresses and telephone numbers of all individuals, firm members, partners, joint venturers, and company or corporate officers having a principal interest in this Bid:
(13) List all current and prior D.B.A.’s, aliases, and fictitious business names for any principal having interest in this Bid:

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BID B-6
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” (14) List the dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this Bid:
(15) For all arbitrations, lawsuits, settlements, and the like (in or out of court) that the company or any principal having an interest in this Bid has been involved with in the past five (5) years:
a. List the names, addresses and telephone numbers of contact persons for the parties:
b. Briefly summarize the parties’ claims and defenses:
c. State the tribunal (e.g., Superior Court, American Arbitration Association, etc.), the matter number, and the outcome:
(16) Has the company or any principal having an interest in this Bid ever had a contract terminated by the owner or agency? If yes, explain.

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BID B-7
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” (17) Has the company or any principal having an interest in this Bid ever failed to complete a project? If yes, explain.

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BID B-8
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” (18) Has the company or any principal having an interest in this Bid ever been terminated for cause, even if it was converted to a “termination of convenience”? If yes, explain. (19) For projects that the company or any principal having an interest in this Bid has been involved with in the last five (5) years, did you have any claims or actions:
a. By you against the owner? Circle one: Yes No
b. By the owner against you? Circle one: Yes No
c. By any outside agency or individual for labor compliance? Circle one: Yes No
d. By Subcontractors? Circle one: Yes No
e. Are any of these claims or actions unresolved or outstanding? Circle one: Yes No
If your answer is “yes” to any part or parts of this question, explain. (20) List the last three (3) projects you have worked on or are currently working on for the City of Cudahy:

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BID B-9
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” Upon request of the City, the Bidder shall furnish evidence showing a notarized financial statement, financial data, construction experience, or other additional information.

Failure to provide truthful answers to the questions above or in the following References Form may result in the Bid being deemed non-responsive.

The Bidder certifies under penalty of perjury under the laws of the State of California that the information provided above is true and correct.

Company
Signature:

Title:

Date:

Signature:

Title:

Date:

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BID B-10
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

REFERENCES FORM
For all public agency projects in excess of $15,000 that you are currently working on or have worked on in the past two (2) years, provide the following information:

Project 1 Name/Number
Project Description ___________________________________________________________ Approximate Construction Dates From: ______________ To:

Agency Name:

Contact Person: Telephone:

Address:

Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).

Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Project 2 Name/Number
Project Description ___________________________________________________________ Approximate Construction Date From: ______________ To:

Agency Name:

Contact Person: Telephone:

Address:

Original Contract Amount: $ Final Contract Amount: $
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BID B-11
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” If final amount is different from original amount, please explain (change orders, extra work, etc.).

Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Project 3 Name/Number
Project Description ___________________________________________________________ Approximate Construction Dates From: ______________ To:

Agency Name:

Contact Person: Telephone:

Address:

Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).

Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims.

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BID B-12
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” Project 4 Name/Number
Project Description ___________________________________________________________ Approximate Construction Dates From: ______________ To:

Agency Name:

Contact Person: Telephone:

Address:

Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).

Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Project 5 Name/Number
Project Description ___________________________________________________________ Approximate Construction Dates From: ______________ To:

Agency Name:

Contact Person: Telephone:

Address:

Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).

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BID B-13
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims.

Project 6 Name/Number
Project Description ___________________________________________________________ Approximate Construction Dates From: ______________ To:

Agency Name:

Contact Person: Telephone:

Address:

Original Contract Amount: $ Final Contract Amount: $
If final amount is different from original amount, please explain (change orders, extra work, etc.).

Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No If you answered yes to either of the above two questions, please explain and indicate outcome of claims.

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BID B-14
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” RESUME
Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Project.

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BID B-15
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

DESIGNATION OF SUBCONTRACTORS
[Public Contract Code Section 4104]
List all Subcontractors who will perform Work or labor or render service to the Contractor in or about the construction of the Work or improvement, or a Subcontractor licensed by the State of California who, under subcontract to the Contractor, specially fabricates and installs a portion of the Work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount in excess of one-half percent (0.5%) of the Contractor’s total Bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half percent (0.5%) of the Contractor’s total Bid or $10,000, whichever is greater. If all Subcontractors do not fit on this page, attach another page listing all information for all other Subcontractors.

Name under which
Subcontractor is
Licensed
and Registered
CSLB License
Number(s) and
Class(es)
DIR Contractor
Registration
Number
Address and
Phone Number
Type of Work
(e.g., Electrical) Dollar Amount
1 The percentage of the total Bid shall represent the “portion of the work” for the purposes of Public Contract Code Section 4104(b).

Contractor shall perform, with its own organization (rather than with Subcontractors), Work amounting to at least fifty percent (51%) of the Contract Price.

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BID B-16
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

INDUSTRIAL SAFETY RECORD FORM
Bidder’s Name _______________________________________
Current
Year of
Record
2023 2022 2021 2020 2019 Total
Number of contracts
Total dollar amount of contracts
(in thousands of dollars)
Number of fatalities
Number of lost workday cases
Number of lost workday cases
involving permanent transfer to
another job or termination of
employment
The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury under the laws of the State of California that the information is true and accurate within the limitations of those records.

Signature:

Title:

Date:

Signature:

Title:

Date:

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BID B-17
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” Bond No. _________

BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:

WHEREAS the City of Cudahy (“City”), has issued an invitation for Bids for the Work described as follows:

WHEREAS
(Name and address of Bidder)
(“Principal”), desires to submit a Bid to City for the Work.

WHEREAS, Bidders are required to furnish a form of Bidder’s security with their Bids.

NOW, THEREFORE, we, the undersigned Principal, and

(Name and address of Surety)
(“Surety”), a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the City in the penal sum of

Dollars ($ ), being not less than ten percent
(10%) of the total Bid price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal is awarded the Contract for the Work by the City and, within the time and in the manner required by the bidding specifications, enters into the written form of Contract included with the bidding specifications, furnishes the required Bonds (one to guarantee faithful performance and the other to guarantee payment for labor and materials), and furnishes the required insurance coverage, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

In case suit is brought upon this instrument, Surety further agrees to pay all court costs incurred by the City in the suit and reasonable attorneys’ fees in an amount fixed by the court. Surety hereby waives the provisions of Civil Code Section 2845.

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BID B-18
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID” IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated:
“Principal”
By:

Its:

By:

Its:
“Surety”
By:

Its:

By:

Its:

Note: This Bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.

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BID B-19
BIDDER SHALL COMPLETE AND SUBMIT ALL DOCUMENTS AND PAGES IN SECTION “BID”

NONCOLLUSION DECLARATION FORM

TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
[Public Contract Code Section 7106]
The undersigned declares:

I am the ______________________ of ____________________, the party making the foregoing Bid.

The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The Bid is genuine and not collusive or sham.

The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham Bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham Bid, or to refrain from bidding. 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. All statements contained in the Bid are true. 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, to any corporation, partnership, company, association, organization, Bid depository, or to any member or agent thereof, to effectuate a collusive or sham Bid, and has not paid, and will not pay, any Person or entity for such purpose.

Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ___________ [date], at ___________________________________________ [city], ______________________ [state].

Signature:

Printed Name:

Date:

Signature:

Printed Name:

Date:

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Checklist-1

CHECKLIST FOR EXECUTION OF CONTRACT
TO BE SUBMITTED BY SUCCESSFUL BIDDER:
____ Two (2) executed and notarized copies of the Contract ____ Evidence satisfactory to the City indicating the capacity of the person(s) signing the Contract to bind the Contractor.
_____ Payment Bond in amount of the Contract
____ Performance Bond in amount of the Contract
____ Workers’ Compensation Certificate
____ Liability insurance certificate in the amounts specified in Section 5-4.2 of the General Provisions, naming the City as a co-insured. ____ Automobile insurance certificate in the amount specified in Section 5-4.4 of the General Provisions, naming the City as a co-insured. ____ Copy of City business license
____ Additional insured endorsement – comprehensive general liability ____ Additional insured endorsement – automobile liability ____ Additional insured endorsement – excess liability
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CONTRACT C-1

CONTRACT

CITY OF CUDAHY CONTRACT FOR
________________________________________________________________ THIS CONTRACT (“Contract”) is made and entered this ___________________, 20__ (“Effective Date”), by and between the CITY OF CUDAHY, a California municipal corporation (“City”) and ________________________________________, a ______________________________ [Legal Form of Entity and state of formation, e.g., California corporation, limited partnership, limited liability company] (“Contractor”). Contractor’s California State Contractor’s license number is ______________; Class ____). Contractor’s DIR registration number is _______________.

In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows:

1. Contract Documents. The Contract Documents consist of this Contract, the Notice Inviting Bids, Instructions to Bidders, Bid (including documentation accompanying the Bid and any postBid documentation submitted before the Notice of Award), the Bonds, permits from regulatory agencies with jurisdiction, General Provisions, Special Provisions, Plans, Standard Plans, Standard Specifications, Reference Specifications, Addenda, Change Orders, and Supplemental Agreements. The Contract Documents are attached hereto and incorporated herein by reference.

2. Scope of Services. Contractor shall perform the Work in a good and workmanlike manner for the project identified as Lugo Park Soccer Field Rehabilitation Project (“Project”), as described in this Contract and in the Contract Documents.

3. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of ______________________ dollars ($____________) in accordance with the prices as submitted in the Bid.

4. Incorporation by Reference. All of the following documents are attached hereto and incorporated herein by this reference: Workers’ Compensation Certificate of Insurance, Additional Insured Endorsement (Comprehensive General Liability), Additional Insured Endorsement (Automobile Liability), and Additional Insured Endorsement (Excess Liability).

5. Antitrust Claims. In entering into this Contract, Contractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. § 15) or under the Cartwright Act (Business and Professions Code Section 16700 et seq.) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time City tenders final payment to Contractor without further acknowledgment by the parties.

6. Prevailing Wages. City and Contractor acknowledge that the Project is a public work to which prevailing wages apply.

7. Workers’ Compensation. Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of Labor Code Section 1861, by signing this Contract, the Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ Lugo Park Soccer Field Rehabilitation Project
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CONTRACT C-2
compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”

8. Titles. The titles used in this Contract are for convenience only and shall in no way define, limit or describe the scope or intent of this Contract or any part of it.

9. Authority. Any person executing this Contract on behalf of Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder.

10. Entire Agreement. This Contract, including the Contract Documents and any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Contract supersedes all prior oral or written negotiations, representations, or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties that expressly refers to this Contract.

11. Counterparts. This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.

IN WITNESS WHEREOF, the parties hereto have executed the Contract the day and year first above written.

CITY OF CUDAHY
By:

Mayor
ATTEST: APPROVED AS TO FORM:

By: By:

City Clerk City Attorney
Dated:
(“CONTRACTOR”)
By:

By:

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PAYMENT BOND (LABOR AND MATERIALS) LMB-1
Bond No. __________

PAYMENT BOND
(LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS that:

WHEREAS the City of Cudahy (“City”), State of California, has awarded to

(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:

(Project name)
WHEREAS, under the terms of the Contract, the Principal is required before entering upon the performance of the Work, to file a good and sufficient payment Bond with the City to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code.

NOW, THEREFORE, we, the undersigned Principal, and

(Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the City and all contractors, subcontractors, laborers, material suppliers, and other persons employed in the performance of the Contract and referred to in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the penal sum of

Dollars ($ ), this amount being not less than the total Contract Price, for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this Work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this Bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this Bond.

Upon expiration of the time within which the California Labor Commissioner may serve a civil wage and penalty assessment against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1741, and upon expiration of the time within which a joint labor management committee may commence an action against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Lugo Park Soccer Field Rehabilitation Project
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PAYMENT BOND (LABOR AND MATERIALS) LMB-2
Section 1771.2, if the condition of this Bond be fully performed, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract or the Specifications accompanying the same shall in any manner affect its obligations on this Bond, and it does hereby waive notice of any such change, extension, alteration, or addition.

IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated:
“Principal”
By:

Its
By:

Its
(Seal)
“Surety”
By:

Its
By:

Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located.

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PERFORMANCE BOND PB-1
Bond No. __________

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS that:

WHEREAS the City of Cudahy (“City”), has awarded to

(“Principal”)
(Name and address of Contractor)
a contract (the “Contract”) for the Work described as follows:

(Project name)
WHEREAS, Principal is required under the terms of the Contract to furnish a Bond for the faithful performance of the Contract.

NOW, THEREFORE, we, the undersigned Principal, and

,
(Name and address of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto the City in the penal sum of

Dollars ($ ), this amount being not less than the
total Contract Price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors executors and administrators, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Contract and any alteration thereof made as therein provided, on the Principal’s part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety hereby waives any statute of limitations as it applies to an action on this Bond.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or of the Work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations under this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work or to the specifications. Surety hereby waives the provisions of California Lugo Park Soccer Field Rehabilitation Project
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PERFORMANCE BOND PB-2
Civil Code Sections 2845 and 2849. The City is the principal beneficiary of this Bond and has all rights of a party hereto.

IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated:
“Principal”
By:

Its
By:

Its
(Seal)
“Surety”
By:

Its
By:

Its
(Seal)
Note: This Bond must be executed in duplicate and dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached. DATE OF BOND MUST NOT BE BEFORE DATE OF CONTRACT. Surety companies executing Bonds must appear on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located.

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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-1
WORKERS’ COMPENSATION

CERTIFICATE OF INSURANCE
WHEREAS, the City of Cudahy (“City”) has required certain insurance to be provided by:

NOW THEREFORE, the undersigned insurance company does hereby certify that it has issued the policy or policies described below to the following named insureds and that the same are in force at this time:

1. This certificate is issued to:

City of Cudahy
City Hall
_______________________________
______________, California ________
The insureds under such policy or policies are:

2. Workers’ Compensation Policy or Policies in a form approved by the Insurance Commissioner of California covering all operations of the named insureds as follows:

Policy Number Effective Date Expiration Date

By: Its Authorized Representative
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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-2

ADDITIONAL INSURED ENDORSEMENT

COMPREHENSIVE GENERAL LIABILITY
Name and address of named insured (“Named Insured”):

Name and address of insurance company (“Company”):

General description of agreement(s), permit(s), license(s), and/or activity(ies) insured:

Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The City of Cudahy (“City”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above-named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company’s liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company’s limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions, and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to City, by certified mail, return receipt requested, not less than thirty (30) Days before the effective date thereof. In the event of Company’s failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-3

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to City at:

City Manager
City of Cudahy
City Hall
_____________________________
______________, California _______

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter, or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH THIS

ENDORSEMENT ATTACHES

POLICY PERIOD

FROM/TO

LIMITS OF

LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Contractual Liability □ Explosion Hazard
□ Owners/Landlords/Tenants □ Collapse Hazard
□ Manufacturers/Contractors □ Underground Property Damage □ Products/Completed Operations □ Pollution Liability
□ Broad Form Property Damage □ Liquor Liability
□ Extended Bodily Injury □
□ Broad Form Comprehensive □
□ General Liability Endorsement □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: if none,
so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .

I, (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20

Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-4

ADDITIONAL INSURED ENDORSEMENT

AUTOMOBILE LIABILITY
Name and address of named insured (“Named Insured”):

Name and address of insurance company (“Company”):

General description of agreement(s), permit(s), license(s), and/or activity(ies) insured:

Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The City of Cudahy (“City”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above-named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company’s liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company’s limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to City, by certified mail, return receipt requested, not less than thirty (30) Days before the effective date thereto. In the event of Company’s failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-5

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to City at:

City Manager
City of Cudahy
City Hall
____________________________
___________, California _______

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH THIS

ENDORSEMENT ATTACHES

POLICY PERIOD

FROM/TO

LIMITS OF

LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Any Automobiles □ Truckers Coverage
□ All Owned Automobiles □ Motor Carrier Act
□ Non-owned Automobiles □ Bus Regulatory Reform Act
□ Hired Automobiles □ Public Livery Coverage
□ Scheduled Automobiles □
□ Garage Coverage □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: (if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on ______________ at 12:01 a.m. and forms a part of Policy Number _________.

I, (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20

Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-6

ADDITIONAL INSURED ENDORSEMENT

EXCESS LIABILITY
Name and address of named insured (“Named Insured”):

Name and address of insurance company (“Company”):

General description of agreement(s), permit(s), license(s), and/or activity(ies) insured:

Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The City of Cudahy (“City”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above-named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought, except with respect to the limits of the Company’s liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company’s limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions, and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to City, by certified mail, return receipt requested, not less than thirty (30) Days before the effective date thereto. In the event of Company’s failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-7

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to City at:

City Manager
City of Cudahy
City Hall
_________________________________
_______________, California ________

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH THIS

ENDORSEMENT ATTACHES

POLICY PERIOD

FROM/TO

LIMITS OF

LIABILITY
□ Following Form
□ Umbrella Liability
□

11. Applicable underlying coverages:

INSURANCE COMPANY POLICY NUMBER AMOUNT

12. The following inclusions, exclusions, extensions, or specific provisions relate to the above coverages:

13. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

14. This is an □ occurrence or □ claims made policy (check one).

15. This endorsement is effective on ________ at 12:01 a.m. and forms a part of Policy Number ________.

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INSURANCE CERTIFICATES AND ENDORSEMENTS INS-8
I, (print name), hereby declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20

Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
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GENERAL PROVISIONS GP-1

GENERAL PROVISIONS
SECTION 0. GENERAL PROVISIONS DEFINED
0-1 STANDARD SPECIFICATIONS
The 2021 edition of “Standard Specifications for Public Works Construction” (“Standard Specifications”), as amended by the Contract Documents, is incorporated into the Contract Documents by this reference. The Work described herein shall be done in accordance with the provisions of the Standard Specifications, as amended by the Contract Documents. 0-2 NUMBERING OF SECTIONS
The number of sections and subsections in these General Provisions are compatible with the numbering in the Standard Specifications.
0-3 SUPPLEMENTATION OF STANDARD SPECIFICATIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 1 (General Provisions) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these General Provisions, these General Provisions shall control.

SECTION 1. GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,

AND SYMBOLS
1-2 TERMS AND DEFINITIONS
Whenever in the Standard Specifications or in the Contract Documents the following terms are used, they shall be understood to mean the following:

Agency – The City of Cudahy.

Board – The City Council of the City of Cudahy.

Contract Documents – As defined in Standard Specifications Section 1-2, but also including these General Provisions.

Engineer – The City Engineer, acting either directly or through properly authorized agents. Such agents shall act within the scope of the particular duties entrusted to them.

Inspector – An authorized representative of the City, assigned by the City to make inspections of Work performed by or materials supplied by the Contractor.

Laboratory – A laboratory authorized by the City to test materials and Work involved in the Contract.

Notice of Completion – The notice authorized by Civil Code Section 9204.

Project – See Work.

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GENERAL PROVISIONS GP-2
Submittal – Any drawing, calculation, specification, product data, samples, manuals, requests for substitutes, spare parts, photographs, survey data, traffic control plans, record drawings, Bonds or similar items required to be submitted to the City under the terms of the Contract.
1-3.3 Institutions
The institutions listed in Section 1-3.3 of Part 1 of the Standard Specifications shall be supplemented by the list below:

Abbreviation Word or Words
AAN .....................................................................................American Association of Nurserymen AGCA.........................................................................Associated General Contractors of America APWA .................................................................................... American Public Works Association CRSI ...................................................................................... Concrete Reinforcing Steel Institute CSI.........................................................................................Construction Specifications Institute NEC ............................................................................................................ National Electric Code NFPA .....................................................................................National Fire Protection Association SSS .............................................................................State of California Standard Specifications, Latest edition, Department of Transportation
SSP ..........................................................................................State of California Standard Plans, Latest edition, Department of Transportation
1-7.2 CONTRACT BONDS
The Faithful Performance Bond shall remain in force until the date of recordation of the Notice of Completion and the end of all warranty periods set forth in the Contract Documents. The Material and Labor Bond shall remain in force until expiration of the time within which the California Labor Commissioner may serve a civil wage and penalty assessment against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1741, and until the expiration of the time within which a joint labor management committee may commence an action against the principal, any of its subcontractors, or both the principal and its subcontractors pursuant to Labor Code Section 1771.2.

All Bonds must be submitted using the required forms, which are in the Contract Documents, or on any other form approved by the City Attorney.

SECTION 2. SCOPE OF THE WORK

2.1 Scope of work locations
Scope of Work includes.

Exterior work: renovating the existing park turf field by fixing the existing base and replacing the turf and pad. Work includes without limitation, furnishing all necessary labor, materials, equipment, and other incidental and appurtenant Work necessary to satisfactorily complete the Project.

2.2 PERMITS
Before starting any construction work, the Contractor will be required to obtain all necessary permits from the City, which may include obtaining a no fee encroachment permit for Work within Lugo Park Soccer Field Rehabilitation Project
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GENERAL PROVISIONS GP-3
the public right-of-way, as well as all other permits required from all other agencies. Should this Project require construction of trenches or excavations which are five (5) feet or deeper and into which a person is required to descend, the Contractor shall obtain a Cal/OSHA permit and furnish the City with a copy before Work can commence on this Project. Contractor shall bear all cost for fees for all agencies except for the City’s permit fees.

2.4 COOPERATION AND COLLATERAL WORK
The Contractor shall be responsible for coordinating all Work with the City’s street sweeping, trash pick-up, and street maintenance contractors, emergency services departments, utility companies’ crews, and others when necessary. Payment for conforming to these requirements shall be included in other items of Work, and no additional payment shall be made thereof. 2-5.4 Haul Routes
Subsection 2-5.4 of Part 1 of the Standard Specifications shall be deleted and replaced as follows:

The Contractor must obtain the City Engineer’s approval before using any haul routes. Further detail requirements for haul traffic are delineated in the Special Provisions.
2-7 CHANGES INITIATED BY THE AGENCY
2-7.1 General.

The City reserves the right, without notice to the Surety, to increase or decrease the quantity of any item or portion of the Work described in the Contract Documents or to alter or omit portions of the Work so described, as may be deemed necessary or expedient by the City Engineer, without in any way making the Contract void. Such increases, alterations or decreases of Work shall be considered and treated as though originally contracted for, and shall be subject to all the terms, conditions, and provisions of the original Contract. The Contractor shall not claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease, alteration, or omission of any kind of Work to be done.

The plans for the work show conditions as they are believed by City Engineer to exist, but is not intended or to be inferred that the conditions as shown thereon constitute a representation by the City that such conditions are actually existent, nor shall the City be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the plans and the actual conditions revealed during the progress of the work or otherwise. The word "conditions" as used in this paragraph includes, but is not limited to, site conditions, both surface and subsurface.

The Contractor shall examine the site, compare it with the drawings and specifications and shall satisfy itself as to the conditions under which the work is to be performed. The Contractor shall ascertain and check the location of all existing structures, utilities and equipment which may affect its work. The Contractor shall be responsible to re-examine the site, as necessary, for performance of change orders or other proposed changes which may affect its work. No allowance shall subsequently be made on the Contractor's behalf for any extra expense or loss of time which incurred due to failure or negligence on its part to make such examination. 2-8 EXTRA WORK
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GENERAL PROVISIONS GP-4
New and unforeseen work will be classified as Extra Work only when the Work is not covered and cannot be paid for under any of the various items or combination of items for which a Bid price appears on the Bid. The Contractor shall not do any Extra Work except upon written order from the City Engineer.

For extra work and change orders the following percentages shall apply:
a. LABOR COSTS

1. Labor markup for employer taxes standard federal/state rates, approximately: 10%

2. Labor markup for fringe benefits (if fringe benefits are not included in the labor cost:
15%

3. Labor overhead markup: 10%

4. Profit markup: 10%
b. MATERIAL, EQUIPMENT, SUBCONTRACTOR COSTS
Only 5% markup by prime contractor will be allowed on materials, equipment, and subcontractor costs. No other additional markups (overhead, profit, etc.) will be allowed. c. After the total amount is established by adding the above items, an additional 2% markup for INSURANCE AND BONDING COSTS will be allowed.

The subcontractor costs shall be established using the same cost accounting principal above.

The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order, and pickup or yard trucks used by the above personnel, and other vehicles and/or equipment present at the job site but not directly used in actual construction activities.

Incidental movements of labor, materials, supplies or equipment shall not be considered as use in actual construction activities. These costs shall not be reported as labor or equipment elsewhere, except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

The City shall not pay for the cost of foremen or vehicles used by foremen unless authorized in advance by the Engineer.
2-10 DISCREPANCIES IN CONTRACT DOCUMENTS
Any discrepancies, conflicts, errors, or omissions found in the Contract Document shall be promptly reported in writing to the Engineer, who will issue a correction in writing. The Contractor shall not take advantage of any such discrepancies, conflicts, errors, or omissions, but shall comply with any corrective measures regarding the same prescribed by the Engineer, and no additional payment or time shall be allowed therefor, except as provided in the Standard Specifications.

If discrepancies are discovered between the drawings and the specifications, and no specific interpretation is issued prior to the bidding, the decision regarding this interpretation shall rest with the Engineer. The Contractor shall be compelled to act on the Engineer’s decision as directed.

In the event the installation is not in compliance with the direction of the Engineer, the installation shall be corrected by and at the expense of the Contractor at no additional cost to the City.

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In case of such discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing/constructing the discrepancy that would have the highest dollar value. 2-11 ERRORS AND OMISSIONS
If the Contractor, in the course of the work, becomes aware of any claimed errors or omissions in the contract documents or in the City's field work, it shall immediately inform the Engineer. City Engineer shall promptly review the matter, and if he/she finds an error or omission has been made, he/she shall determine the corrective actions and advise the Contractor accordingly. If the corrective work associated with an error or omission increases or decreases the amount of work called for in the Contract, the City shall issue an appropriate Change Order. After discovery of an error or omission by the Contractor, any related work performed by the Contractor shall be done at its risk unless authorized by the Engineer.

SECTION 3. CONTROL OF THE WORK
3-1 ASSIGNMENT
Any purported assignment without written consent of the City shall be null, void, and of no effect, and the Contractor shall hold harmless, defend, and indemnify the City and its officers, officials, employees, agents, and representatives with respect to any claim, demand or action arising from or relating to any unauthorized assignment.

If the City opts to consent to assignment, the City’s consent shall be contingent upon: (1) a letter from the Surety agreeing to the assignment and assigning all of the Bonds to the assignee without any reduction, or the assignee supplying all new Bonds in the amounts originally required under the Contract Documents; and (2) the assignee supplying all of the required insurance in the amounts required in the Contract Documents. Until the Surety assigns all of the Bonds, or the assignee supplies all of the new Bonds, and until the assignee supplies all of the required insurance, an assignment otherwise consented to in writing by the City shall not be effective.

Even if the City consents to assignment, no assignment shall relieve the Contractor of liability under the Contract.
3-5 INSPECTION
The Contractor shall arrange and pay for all off-site inspection of the Work required by any ordinance or governing authorities. The Contractor shall also arrange and pay for other inspections, including tests in connection therewith, as may be assigned or required.

3.7 CONTRACT DOCUMENTS
3-7.1 General
In addition to the requirements under Section 3-7.1 in the Standard Specifications, the Contractor shall maintain a control set of Plans and Specifications on the Project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on the control set to show the as-built conditions. This control set of Plans shall also be edited for all Addenda, Requests for Information, Change Orders, field changes not involving cost, and any other variation that occurred during construction. Upon completion of all Work, the Contractor shall return the control set to the City Engineer. Final payment will not be made until this requirement is met.

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Where a work feature is shown on the drawings or identified in the Specifications but is not specifically indicated as an item in the Bid sheets, and there is no ambiguity regarding the requirement to construct, install, or construct and install that work feature, the Contractor is required to complete the work feature. All costs to the Contractor for constructing, installing, or both constructing and installing such a work feature shall be included in the Bid. 3-7.2 Precedence of the Contract Documents
With regard to Section 3-7.2 in the Standard Specifications, the General Provisions shall control over the Special Provisions, and the Notice Inviting Bids and Instructions to Bidders (in that order) shall control over the Bid, such that the order of precedence shall be as follows:

1. Permits issued by regulatory agencies with jurisdiction.

2. Change Orders and Supplemental Agreements, whichever occurs last.

3. Contract/Agreement.

4. Addenda.

5. Notice Inviting Bids.

6. Instructions to Bidders.

7. Bid/Proposal.

8. General Provisions.

9. Special Provisions.

10. Plans.

11. Standard Plans.

12. Standard Specifications.

13. Reference Specifications.
3-9 SUBSURFACE DATA
If the City or its consultants have made investigations of subsurface conditions in areas where the Work is to be performed, such investigations shall be deemed made only for the purpose of study and design. If a geotechnical or other report has been prepared for the Project, the Contractor may inspect the records pertaining to such investigations subject to and upon the conditions hereinafter set forth. The inspection of the records shall be made in the office of the City Engineer. It is the Contractor’s sole responsibility to determine whether such investigations exist, and the City makes no affirmative or negative representation concerning the existence of such investigations.

The records of any such investigations are made available solely for the convenience of the Contractor. It is expressly understood and agreed that the City, the City Engineer, their agents, consultants, or employees assume no responsibility whatsoever with respect to the sufficiency or accuracy of any investigations, the records thereof, and the interpretations set forth therein. No warranty or guarantee is expressed or implied that the conditions indicated by any such investigations or records are representative of those existing in the Project area. The Contractor agrees to make such independent investigations and examination as necessary to be satisfied of the conditions to be encountered in the performance of the Work.

The Contractor represents that it has studied the Plans, Specifications and other Contract Documents, and all surveys and investigation reports of subsurface and latent physical conditions, has made such additional surveys and investigations as necessary for the performance of the Work at the Contract Price in accordance with the requirements of the Contract Documents, and that it has correlated the results of all such data with the requirements of the Contract Documents.

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No claim of any kind shall be made or allowed for any error, omission or claimed error or omission, in whole or in part, of any geotechnical exploration or any other report or data furnished or not furnished by the City.
3-10 SURVEYING
3-10.1 General
The Contractor shall verify all dimensions on the drawings and shall report to the City any discrepancies before proceeding with related Work. The Contractor shall perform all survey and layout Work per the benchmark information on the Project Plans. All surveying Work must conform to the Professional Land Surveyors’ Act (Business and Professions Code Section 8700 et seq). All Project surveying notes and “cut-sheets” are to be provided to the City after the completion of each surveying activity and all final surveying notes shall be provided before final payment to the Contractor.

Construction stakes shall be set and stationed by Contractor at its expense. Unless otherwise indicated in the Special Provisions, surveying costs shall be included in the mobilization bid item.

Re-staking and replacement of construction survey markers damaged as a result of the Work, vandalism, or accident shall be at the Contractor’s expense. 3-11 CONTRACT INFORMATION SIGNS
The names, addresses and specialties of the Contractor, Subcontractors, architects, or engineers may not be displayed on any signage within the public right-of-way. This signage prohibition includes advertising banners hung from truck beds or other equipment. 3-12 WORKSITE MAINTENANCE
3-12.1 General.

Clean-up shall be done as Work progresses at the end of each day and thoroughly before weekends. The Contractor shall not allow the Work site to become littered with trash and waste material but shall maintain the same in a neat and orderly condition throughout the construction operation. Materials which need to be disposed shall not be stored at the Project site but shall be removed by the end of each Working Day. If the job site is not cleaned to the satisfaction of the City Engineer, the cleaning will be done or contracted by the City and shall be back charged to the Contractor and deducted from the Contract Price.

The Contractor shall promptly remove from the vicinity of the completed Work, all rubbish, debris, unused materials, concrete forms, construction equipment, and temporary structures and facilities used during construction. Final acceptance of the Work by the City will be withheld until the Contractor has satisfactorily complied with the foregoing requirements for final clean-up of the Project site.
• Sanitary Conditions. The Engineer may from time to time prescribe rules and regulations for maintaining sanitary conditions along the work and the Contractor shall enforce observance of the same by its employees and the employees of the subcontractor, and, if the Contractor fails to enforce these rules and regulations, the Engineer shall have the authority to enforce them.
• Water Pollution Control. The Contractor shall adhere strictly to Subsection 3-12.6 of the Standard Specifications through the entire project and add the following:

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o The Contractor, without limitation, shall be responsible to provide and implement Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit any contaminants, including soil, to enter any drainage system. Contractor shall be responsible to be prepared to provide hay bales or similar devices to prevent erosion from being washed into the storm drain system.

Contractor shall be responsible to maintain equipment so that oil, grease, gasoline, diesel fuel, et al., does not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the City for any pollution damage and/or cleaning costs. o All construction on off-site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the City or County storm drain systems. The following are the areas to be addressed:
 Handle, store and dispose of materials properly.
 Avoiding excavation and grading activities during wet weather.  Construct diversion dikes and drainage swales around working sites.  Cover stockpiles and excavated soil with secured tarps or plastic sheeting.  Develop and implement erosion control plans.
 Check and repair leaking equipment away from construction site.  Designate a location away from storm drains for refueling.  Cover and seal catch basins whenever working in their vicinity.  Use vacuum with all concrete sawing operations.
 Never wash excess material from aggregate, concrete or equipment onto a street  Catch drips from paver with drip pans or absorbent material.  Clean up all spills using dry methods.
 Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site.
 Call 911 in case of a hazardous spill.
 Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan (SWPPP)
 Name a person, on site, responsible for complying with S.W.P.P.P.

CONTRACTOR TO COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.

The contractor shall submit a Solid Waste Management and Recycling Plan to the City Manager’s Office for review and approval prior to issuance of a demolition permit and/or grading permit for the project. Said plan shall indicate that the permittee/contractor shall provide documentation such as receipts from landfills, salvage, and recycling facilities upon completion of the demolition/construction. Said plan shall identify:
• Types of materials for recycling, reuse, or sorting
• Estimated quantities.
• Separation requirements
• On site storage
• Transportation methods
• Destinations
• Plan manager (contractor’s representative)
Prior to issuance of a demolition and/or grading permit, the permittee/contractor shall contact the California Integrated Waste Management Board (recycling hotline 800-553-2962) to obtain an approved recycler (processor and/or receiver) for demolition and construction waste. At Lugo Park Soccer Field Rehabilitation Project
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the minimum the contractor shall recycle each of the following demolition and construction waste materials:
• Asphalt paving: 75%
• Concrete and concrete masonry units: 75%
• Non-lead based painted wood wastes (dimensional lumber and broken crates and pallets): 50%
• Metals: 60%
• Copper cable/wire: 50%
A minimum of 50% of the total weight of the waste (demolition and construction wastes) shall be diverted from landfill.

Cost for compliance of this section, including sanitary conditions, water pollution control and solid waste recycling shall be included in the mobilization bit item.

3.12.4 Storage of Equipment and Materials.
3-12.4.1 General
The Contractor shall make arrangements for storing its equipment and materials. The Contractor shall make its own arrangements for any necessary off-site storage or shop areas necessary for the proper execution of the Work. Approved areas within Work site may be used for temporary storage; however, the Contractor shall be responsible for obtaining any necessary permits from the City. In any case, the Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way or on any section where traffic is restricted at any time.

The Contractor shall deliver, handle, and store materials in accordance with the manufacturer’s written recommendations and by methods and means that will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of products at the Project site and overcrowding of construction spaces. In particular, the Contractor shall provide delivery and installation coordination to ensure minimum holding or storage times for materials recognized to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other sources of loss.

Storage shall be arranged to provide access for inspection. The Contractor shall periodically inspect to assure materials are undamaged and are maintained under required conditions.

All costs associated with the clean-up and storage required to complete the Project shall be the sole responsibility of the Contractor.
3-12.4.2 Storage in Public Streets
The first sentence of Section 3-12.4.2 shall not be incorporated and shall instead be replaced with the following:

Construction materials and equipment shall not be stored in Streets, roads, or highways unless otherwise specified in the Special Provisions or approved by the City Engineer. 3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
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3-13.1 Completion.

See Notice Inviting Bids – Time of Completion.
3-13.2 Acceptance
The Project will not be considered complete and ready for City Council direction to staff regarding recordation of the Notice of Completion until all required Work is completed, the Work site is cleaned up in accordance with Section 3-12 of Part 1 of the Standard Specifications and the Special Provisions, and all of the following items have been received by the City Engineer:

1. A form of Notice of Completion, with all information required by the California Civil Code;

2. All written guarantees and warranties;

3. Evidence that the Performance Bond has been extended and will remain in effect for the period specified in Section 1-7.2 of the Standard Specifications, as modified by these General Provisions;

4. All “as-builts”;

5. Duplicate copies of all operating instructions and manufacturer’s operating catalogs and data, together with such field instructions as necessary to fully instruct City personnel in correct operation and maintenance procedures for all equipment installed listed under the electrical, air conditioning, heating, ventilating and other trades. This data and instructions shall be furnished for all equipment requiring periodic adjustments, maintenance or other operation procedures.

The Contractor shall allow at least seven (7) Working Days’ notice for final inspection. Such notice shall be submitted to the City Engineer in writing. 3-13.3 Warranty
For the purposes of the calculation of the start of the warranty period, the Work shall be deemed to be completed upon the date of recordation of the Notice of Completion. If that direction is contingent on the completion of any items remaining on a punchlist, the Work shall be deemed to be completed upon the date of the City Engineer’s acceptance of the final item(s) on that punchlist.

The Contractor shall repair or replace defective materials and workmanship as required in this Section 3-13.3 at its own expense. Additionally, the Contractor agrees to defend, indemnify and hold the City harmless from claims of any kind arising from damage, injury or death due to such defects.

The parties agree that no certificate given shall be conclusive evidence of the faithful performance of the Contract, either in whole or in part, and that no payment shall be construed to be in acceptance of any defective Work or improper materials. Further, the certificate or final payment shall not terminate the Contractor’s obligations under the warranty herein. The Contractor agrees that payment of the amount due under the Contract and the adjustments and payments due for any Work done in accordance with any alterations of the same, shall release the City, the City Council and its officers and employees from any and all claims or liability on account of Work performed under the Contract or any alteration thereof.

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SECTION 4. CONTROL OF MATERIALS
4-1 GENERAL
The Contractor and all Subcontractors, suppliers, and vendors shall guarantee that the Work will meet all requirements of this Contract as to the quality of materials, equipment, and workmanship.

Material Specifications: Whenever any material is specified by name and number thereof, such specifications shall be deemed to be used for the purpose of facilitating a description of the materials and establishing the quality of the materials to be used. All materials shall be new and the best of their class and kind. No substitution will be permitted which has not been approved in writing by the Engineer.

Material List: A complete material list shall be submitted prior to performing any work. Catalog data and full descriptive literature and manufacturer's specifications and installation instructions shall be submitted whenever the use of items different than those specified is requested. The material list shall be submitted using the following sample layout (double spaced between each item).

Item No. Description Manufacturer Model Number

1. material ABC Corp. XXX
Approval of Substitutes: Approval of any items, alternates or substitutes indicates only that the product(s) apparently meet the requirements of the drawings and specifications on the basis of the information and/or samples submitted.

Contractor's Responsibility: Manufacturer's warranties shall not relieve the Contractor of liability under these Specifications. Such warranties only shall supplement the Contractor's responsibility. 4-4 TESTING
Except as elsewhere specified, the City shall bear the cost of testing materials and workmanship that meet or exceed the requirements indicated in the Standard Specifications and the Special Provisions. The cost of all other tests, including the retesting of material or workmanship that fails to pass the first test, shall be borne by the Contractor. 4-6 TRADE NAMES
If the Contractor requests to substitute an equivalent item for a brand or trade name item, the burden of proof as to the comparative quality and suitability of alternative equipment or articles or materials shall be upon the Contractor, and the Contractor shall furnish, at its own expense, all information necessary or related thereto as required by the City Engineer. All requests for substitution shall be submitted, together with all documentation necessary for the City Engineer to determine equivalence, no later than fifteen calendar days (15) Days after the award of Contract, unless a different deadline is listed in the Special Provisions.

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SECTION 5. LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.1 Public Work
The Contractor acknowledges that the Project is a “public work” as defined in Labor Code Section 1720 et seq. (“Chapter 1”), and that this Project is subject to (a) Chapter 1, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director of Industrial Relations (“DIR”) implementing such statutes. The Contractor shall perform all Work on the Project as a public work. The Contractor shall comply with and be bound by all the terms, rules and regulations described in (a) and (b) as though set forth in full herein. 5-3.2 Copies of Wage Rates
Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Project are on file at City Hall and will be made available to any interested party on request. By initiating any Work, the Contractor acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and the Contractor shall post such rates at each job site covered by these Contract Documents.

The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty paid to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to these Contract Documents by the Contractor or by any Subcontractor.
5-3.3 Payroll Records
The Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires the Contractor and each Subcontractor to (1) keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the City of the location of the records. The Contractor has ten (10) days in which to comply subsequent to receipt of a written notice requesting these records, or as a penalty to the City, the Contractor shall forfeit one hundred dollars ($100) for each Day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due.

The Contractor and each Subcontractor shall comply with and be bound by the provisions of Labor Code Section 1771.4(a)(3), which requires that each Contractor and each Subcontractor shall furnish the records specified in Section 1776 directly to the Labor Commissioner at least monthly, in a format prescribed by the Labor Commissioner.
5-3.4 Hours of Labor
The Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. The Contractor shall comply with and be bound by Labor Code Section 1810. The Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for Lugo Park Soccer Field Rehabilitation Project
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workers who work excess hours. The Contractor shall, as a penalty paid to the City, forfeit twentyfive dollars ($25) for each worker employed in the performance of this Project by the Contractor or by any Subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of the Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1-1/2) times the basic rate of pay. 5-3.5 Apprentices
The Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6 and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. The Contractor shall be responsible for compliance with these Sections for all apprenticeable occupations. Before commencing Work on this Project, the Contractor shall provide the City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) Days after concluding Work, Contractor and each of its Subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Contract.
5-3.6 Debarment or Suspension
The Contractor shall not perform Work with any Subcontractor that has been debarred or suspended pursuant to California Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. The Contractor and Subcontractors shall not be debarred or suspended throughout the duration of this Contract pursuant to Labor Code Section 1777.1 or any other federal or State law providing for the debarment of contractors from public works. If the Contractor or any Subcontractor becomes debarred or suspended during the duration of the Project, the Contractor shall immediately notify the City. 5-3.7 Registration with the DIR
In accordance with Labor Code Sections 1725.5 and 1771.1, no contractor or subcontractor shall be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. 5-3.8 Compliance Monitoring and Posting Job Sites
This Project is subject to compliance monitoring and enforcement by the DIR. The Contractor shall post job site notices, as prescribed by regulation. 5-3.9 Subcontractors
For every Subcontractor who will perform Work on the Project, the Contractor shall be responsible for such Subcontractor’s compliance with Chapter 1 and Labor Code Sections 1860 and 3700, and the Contractor shall include in the written Contract between it and each Subcontractor a copy of the provisions in this Section 5-3 of the General Provisions and a requirement that each Subcontractor shall comply with those provisions. The Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure Subcontractor’s compliance, including without limitation, conducting a periodic review of the certified payroll records of the Lugo Park Soccer Field Rehabilitation Project
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Subcontractor and upon becoming aware of the failure of the Subcontractor to pay its workers the specified prevailing rate of wages. The Contractor shall diligently take corrective action to halt or rectify any failure.
5-3.10 Prevailing Wage Indemnity
To the maximum extent permitted by law, the Contractor shall indemnify, hold harmless and defend (at the Contractor’s expense with counsel reasonably acceptable to the City) the City, its officials, officers, employees, agents and independent contractors serving in the role of City officials, and volunteers from and against any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed in Section 5-3 of the General Provisions by any Person (including the Contractor, its Subcontractors, and each of their officials, officers, employees and agents) in connection with any Work undertaken or in connection with the Contract Documents, including without limitation the payment of all consequential damages, attorneys’ fees, and other related costs and expenses. All duties of the Contractor under this Section 5-3.10 shall survive expiration or termination of the Contract. 5-4 INSURANCE
5-4.1 General
The first paragraph of Section 5-4.1 of Part 1 of the Standard Specifications shall not be incorporated and shall instead be replaced with the following:

The Contractor shall provide and maintain insurance naming the City, its elected and appointed officials, officers, employees, attorneys, agents, volunteers, and independent contractors in the role of City officials as insureds or additional insureds regardless of any inconsistent statement in the policy or any subsequent endorsement whether liability is attributable to the Contractor or the City. The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations contained in the Contract.
5-4.2 General Liability Insurance
The Contractor shall at all times during the term of the Contract carry, maintain, and keep in full force and effect the insurance referenced in Section 5-4 of Part 1 of the Standard Specifications, as modified below.
5-4.2.1Additional Insureds
The City, its elected and appointed officials, officers, employees, attorneys, agents, volunteers, and independent contractors in the role of City officials, shall be the insured or named as additional insureds covering the Work, regardless of any inconsistent statement in the policy or any subsequent endorsement, whether liability is attributable to the Contractor or the City. 5-4.2.2 No Limitation on Indemnity
The insurance provisions shall not be construed to limit the Contractor’s indemnity obligations contained in these Contract Documents.

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5-4.2.3 Replacement Insurance
The Contractor agrees that it will not cancel, reduce, or otherwise modify the insurance coverage.

The Contractor agrees that if it does not keep the required insurance in full force and effect, and such insurance is available at a reasonable cost, the City may take out the necessary insurance and pay the premium thereon, and the repayment thereof shall be deemed an obligation of the Contractor and the cost of such insurance may be deducted, at the option of the City, from payments due the Contractor. This shall be in addition to all other legal options available to the City to enforce the insurance requirements.
5-4.2.4 Certificates of Insurance with Original Endorsements The Contractor shall submit to the City certificates of insurance with the original endorsements, both of which reference the same policy number, for each of the insurance policies that meet the insurance requirements, not less than one (1) day before beginning of performance under the Contract. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. Endorsements may be executed on the City’s standard forms titled “Additional Insured Endorsement,” copies of which are provided in the Contract Documents, or on any other form that contains substantially the same terms and is approved by the City’s Risk Manager. In any case, the endorsements must specifically name the City of Maywood and its elected and appointed officials, officers, employees, attorneys, agents, volunteers, and independent contractors in the role of City officials as insureds or additional insureds. Current insurance certificates and endorsements shall be kept on file with the City at all times during the term of this Contract. The City reserves the right to require complete, certified copies of all required insurance policies at any time.
5-4.2.5Subcontractors
The Contractor shall require each of its Subcontractors that perform Services under the Contract to maintain insurance coverage that meets all of the requirements of this Section 5-4. 5-4.5 Insurance Requirements not Limiting
If the Contractor maintains broader coverage and/or higher limits than the minimums required in this Section 5-4, the City 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 City.

5.7 SAFETY
5-7.8 Steel Plate Covers
5-7.8.1 General
The Contractor shall cover all openings, trenches, and excavations at the end of each Work Day with steel plate covers.

Section 5-8 is hereby added to Section 1 of Part 1 of the Standard Specifications, as follows:

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5-8 INDEMNIFICATION
The following indemnity provisions shall supersede the indemnity in Section 5-4.1 of the Standard Specifications.
5-8.1 Contractor’s Duty.

To the fullest extent permitted by law, the Contractor shall, at its sole cost and expense, defend, hold harmless and indemnify the City and its elected officials, officers, attorneys, agents, employees, volunteers, successors, assigns and those City agents serving as independent contractors in the role of City officials (collectively “Indemnitees”), from and against any and all damages, costs, expenses, liabilities, claims, demands, causes of action, proceedings, expenses, judgments, penalties, stop payment notices, liens, and losses of any nature whatsoever, including fees of accountants, attorneys, or other professionals and all costs associated therewith and the payment of all consequential damages (collectively “Liabilities”), in law or equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of the Contractor, its officers, agents, servants, employees, Subcontractors, materialmen, contractors or their officers, agents, servants or employees (or any entity or individual for whom the Contractor bears legal liability) in the performance of the Contract, including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees, as determined by court decision or by the agreement of the Parties. The Contractor shall defend the Indemnitees in any action or actions filed in connection with any Liabilities with counsel of the Indemnitees’ choice, and shall pay all costs and expenses, including all attorneys’ fees and experts’ costs actually incurred in connection with such defense. The Contractor shall reimburse the Indemnitees for any and all legal expenses and costs incurred by Indemnitees in connection therewith. The City shall not be liable for any accident, loss, or damage to the Work prior to completion, except as otherwise specified in Section 6-5.
5-8.1.1 Taxes and Workers’ Compensation.

The Contractor shall pay all required taxes on amounts paid to the Contractor under the Contract, and indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by the Contract. The Contractor shall fully comply with the Workers’ Compensation law regarding the Contractor and the Contractor’s employees. The Contractor shall indemnify and hold the City harmless from any failure of the Contractor to comply with applicable Workers’ Compensation laws. The City may offset against the amount of any fees due to the Contractor under the Contract any amount due to the City from the Contractor as a result of the Contractor’s failure to promptly pay to the City any reimbursement or indemnification arising under this Subsection 5-8.1.1. 5-8.1.2Subcontractor Indemnity Agreements.

The Contractor shall obtain executed indemnity agreements with provisions identical to those in this Section 5-8 from each and every Subcontractor or any other person or entity involved by, for, with or on behalf of the Contractor in the performance of the Contract. If the Contractor fails to obtain such indemnity obligations, the Contractor shall be fully responsible and indemnify, hold harmless and defend the Indemnitees from and against any and all Liabilities at law or in equity, whether actual, alleged or threatened, which arise out of, are claimed to arise out of, pertain to, or relate to the acts or omissions of the Contractor’s Subcontractor, its officers, agents, servants, employees, Subcontractors, materialmen, contractors or their officers, agents, servants or Lugo Park Soccer Field Rehabilitation Project
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employees (or any entity or individual for whom the Contractor’s Subcontractor bears legal liability) in the performance of the Contract, including the Indemnitees’ active or passive negligence, except for Liabilities arising from the sole negligence or willful misconduct of the Indemnitees, as determined by final court decision or by the agreement of the Parties. 5-8.2 Workers’ Compensation Acts not Limiting.

The Contractor’s indemnifications and obligations under this Section 5-8, or any other provision of the Contract, shall not be limited by the provisions of any Workers’ Compensation act or similar act. The Contractor expressly waives its statutory immunity under such statutes or laws as to the City, its officers, agents, employees and volunteers.
5-8.3 Insurance Requirements not Limiting.

The City does not, and shall not, waive any rights that it may possess against the Contractor because of the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to the Contract. The indemnities in this Section 5-8 shall apply regardless of whether or not any insurance policies are determined to be applicable to the Liabilities, tax, assessment, penalty or interest asserted against the City. 5-8.4 Civil Code Exception.

Nothing in this Section 5-8 shall be construed to encompass Indemnitees’ sole negligence or willful misconduct to the limited extent that the underlying Contract is subject to Civil Code Section 2782(a) or the City’s active negligence to the limited extent that the underlying Contract Documents are subject to Civil Code Section 2782(b), provided such sole negligence, willful misconduct or active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction.
5-8.5 Nonwaiver of Rights.

Indemnitees do not and shall not waive any rights that they may possess against the Contractor because the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to these Contract Documents. This indemnity provision is effective regardless of any prior, concurrent, or subsequent active or passive negligence by Indemnitees and shall operate to fully indemnify Indemnitees against any such negligence. 5-8.6 Waiver of Right of Subrogation.

The Contractor, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all Claims arising out of or incident to the activities or operations performed by or on behalf of the Contractor regardless of any prior, concurrent or subsequent active or passive negligence by Indemnitees.

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5-8.7 Survival of Terms.

The Contractor’s indemnifications and obligations under this Section 5-8 shall survive the expiration or termination of the Contract, are intended to be as broad and inclusive as is permitted by the law of the State and are in addition to any other rights or remedies that Indemnitees may have under the law. Payment is not required as a condition precedent to an Indemnitee’s right to recover under this indemnity provision, and an entry of judgment against the Contractor shall be conclusive in favor of the Indemnitee’s right to recover under this indemnity provision.

SECTION 6. PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK
6-1.1 Construction Schedule
One (1) week before the scheduled pre-construction meeting, the Contractor must submit to the City Engineer for review and approval the construction schedule required by the first paragraph of Section 6-1.1. The Contractor shall make revisions as required by the City Engineer. The schedule must account for all subcontract work, as well as the work of the Contractor, submittals, coordination with the other contractors performing concurrent work and the Traffic Control Plan.

The Contractor shall update this Construction Schedule when directed by the City Engineer, or when:
a. A Change Order significantly affects the Contract completion date or the sequence of construction approach or activities; or
b. The actual sequence of the Work, or the planned sequence of the Work, is changed and does not conform to the Contractor’s current accepted Project construction schedule.

The Contractor shall submit an updated construction schedule with its monthly invoice every month. Progress payments shall be contingent upon the receipt of monthly updated construction schedules.
6-1.1.1 Pre-Construction Conference
Approximately fifteen calendar (15) Days before the commencement of Work at the site, a preconstruction conference will be held at the City and shall be attended by the Contractor’s Project manager, its on-site field superintendent, and any Subcontractors that the Contractor deems appropriate. Attendance by the Contractor and any Subcontractors designated is mandatory.

Contractor shall submit its twenty-four (24) hour emergency telephone numbers to the City Engineer for approval a minimum of two (2) Working Days before the pre-construction conference.

Unless previously submitted to the City Engineer, the Contractor shall bring to the preconstruction conference copies of each of the following:
1) Construction Schedule.
2) Procurement schedule of major equipment and materials and items requiring long lead time.
3) Shop drawing/sample submittal schedule.
4) Preliminary schedule of values (lump sum price breakdown) for progress payment purposes.

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5) Written designation of the on-site field superintendent and the Project manager.

Both daytime and emergency telephone numbers shall be included in the written designation.

The purpose of the conference is to designate responsible personnel and establish a working relationship. The parties will discuss matters requiring coordination and establish procedures for handling such matters. The complete agenda will be furnished to the Contractor before the meeting date. The Contractor shall be prepared to discuss all of the items listed below. 1) The Contractor’s construction schedule.
2) Notification of local residents before starting any Work and keeping them informed throughout the Project.
3) Procedures for transmittal, review, and distribution of the Contractor’s submittals. 4) Processing applications for payment.
5) Maintaining record documents.
6) Critical Work sequencing.
7) Maintaining sewage service during construction, including proposed by-passes. 8) NPDES requirements, if any.
9) Field decisions and Change Orders.
10) Use of Project site, office and storage areas, security, housekeeping, and the City’s needs.
11) Major equipment deliveries and priorities.
12) Traffic control.
13) Any other item that the City representative states is relevant to the meeting. 6-1.1.2 Weekly Progress Meetings
Progress meetings will be held each week during the course of the Project. The meeting location, day of the week and time of day will be mutually agreed to by the City and the Contractor. The Contractor shall provide a two (2) week “look ahead” schedule for each meeting. The construction manager will preside at these meetings and will prepare the meeting agenda, meeting minutes and will distribute minutes to all persons in attendance. As the Work progresses, if it is determined by agreement of the attendees, that weekly meetings are not necessary, the weekly progress meetings may be changed to bi-weekly progress meetings. 6-1.2 Commencement of the Work
The Contractor shall not begin any construction activity at the site before the issuance of the Notice to Proceed. Any Work that is done by the Contractor in advance of the Notice to Proceed shall be considered as being done at the Contractor’s own risk and responsibility, and as a consequence will be subject to rejection.

Section 6-1.3 is hereby added to Section 6 of Part 1 of the Standard Specifications, as follows:
6-1.3 Working Days And Hours
Except as otherwise specified, working hours in traffic lanes will be restricted to between the hours of 8:30 a.m. and 3:00 p.m., and, except as otherwise stated in the Special Provisions or approved by the City Engineer, working hours for areas not affecting traffic are between 7:00 a.m. and 4:00 p.m. Monday through Friday, excluding legal holidays and weekends.

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City offices are closed on the following days: New Years Day; President’s Day; Memorial Day; Independence Day; Labor Day; Veteran’s Day; Thanksgiving (2 days) and Christmas Day. During these holidays, inspections will not be available.

In addition, no Work will be allowed on any special election Day that may be declared. Should a special election Day be declared, a time extension of one (1) Working Day will be granted for each such Day.

A permit may have other hours or Days for the Contractor to do the Work, and those hours and Days shall supersede any hours and Days written in this Section.

Whenever the Contractor is permitted or directed to perform night Work or to vary the period during which Work is performed during the Working Day, the Contractor shall give twelve (12) hours’ notice to the City Engineer so that inspection may be provided. A charge may be made to the Contractor for approved overtime or weekend inspections requested by the Contractor. 6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1 General.

Unless otherwise agreed in writing, an adjustment to the Contract time by reason of a Change Order shall be agreed to at the time the Change Order is issued and accepted by Contractor. If the Change Order does not reserve the right of the parties, or either of them, to seek an adjustment to the Contract time, then the parties forever relinquish and waive such right and there shall be no further adjustments to the Contract time.

No extension of time will be granted for any event, including pandemics, leading to the issuance of a “stay at home” or similar kind of order by any local, State, or federal governmental authority, if the Work has been deemed, either by emergency order or proclamation, or operation of law, to be an essential service that is exempt from such stay at home or similar order. 6-4.2 Extensions of Time
In the event it is deemed appropriate by the City to extend the time for completion of the Work, any such extension shall not release any guarantee for the Work required by the Contract Documents, nor shall any such extension of time relieve or release the Sureties on the Bonds executed. In executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such extensions of time. The amount of time allowed by an extension of time shall be limited to the period of the delay giving rise to the same as determined by the City. Notwithstanding any dispute which may arise in connection with a claim for adjustment of the Contract time, the Contractor shall promptly proceed with the Work.
6-4.3 Payment for Delays
Notwithstanding any other terms and conditions of the Contract Documents, the City shall have no obligation whatsoever to increase the Contract Price or extend the time for delays.

Unless compensation and/or markup is agreed upon by the City, the Contractor agrees that no payment of compensation of any kind shall be made to the Contractor for damages or increased overhead costs caused by any delays in the progress of the Contract, whether such delays are avoidable or unavoidable or caused by any act or omission of the City or its agents. Any accepted Lugo Park Soccer Field Rehabilitation Project
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delay claim shall be fully compensated for by an extension of time to complete the performance of the Work.

This Section shall not apply to compensable delays caused solely by the City. If a compensable delay is caused solely by the City, the Contractor shall be entitled to a Change Order that:
(1) extends the time for completion of the Contract by the amount of delay caused by the City; and (2) provides equitable adjustment, as determined by the City, to the Contractor. 6-4.5 Delay in Obtaining Materials
No extension of time will be granted for a delay caused by the inability to obtain materials unless the Contractor either obtains advance written approval from City Engineer or obtains from the supplier and furnishes to the Engineer documentary proof that such materials could not be obtained due to war, government regulations, labor disputes, strikes, fires, floods, adverse weather conditions necessitating the cessation of work, or other similar action of the elements.

The Contractor is required to order materials in a timely manner as specified in the "Instruction to Bidders".
6-8 TERMINATION OF THE CONTRACT FOR CONVENIENCE
The following sentence is added to Section 6-8:

In no event (including termination for impossibility or impracticability, due to conditions or events beyond the control of the City, for any other reason or for no reason) shall the total amount of money to Contractor exceed the amount which would have been paid to Contractor for the full performance of the services described in the Contract.
6-9 LIQUIDATED DAMAGES
For the purposes of the calculation of the start of the liquidated damages, the Work shall be deemed to be completed when the same has been completed in accordance with the Plans and Specifications therefor and to the satisfaction of the City Engineer, and the City Engineer has certified such completion in accordance with Section 3-13.1 of Part 1 of the Standard Specifications. See Notice Inviting Bids for Liquidated Damages.

SECTION 7. MEASUREMENT AND PAYMENT

7.3 PAYMENT

7.3.1 General
The unit and lump sum prices to be paid shall constitute full compensation for all labor, equipment, materials, tools and incidentals required to complete the Project as outlined in these Contract Documents and as directed by the City Engineer. Mobilization payment shall be paid as a percentage of the total completed portions of the project at the time of submittal of the progress payment. In accordance with Public Contract Code Section 7107, if no claims have been filed and are still pending, the amount deducted from the final estimate and retained by the City will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be withheld for any other lawful purposes.

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7-3.2 Partial and Final Payment
7-3.2.1 Monthly Closure Date and Invoice Date
For purposes of Section 7-3.2, the monthly closure date shall be the last Day of each month. A measurement of Work performed, and a progress estimate of the value thereof based on the Contract and of the monthly payment shall be prepared by the Contractor and submitted to the City Engineer before the tenth (10th) Day of the following month for verification and payment consideration.
7-3.2.2Payments
The City shall make payments within thirty (30) Days after receipt of the Contractor’s undisputed and properly submitted payment request, including an updated construction schedule pursuant to Section 6-1.1 of the General Provisions. The City shall return to the Contractor any payment request determined not to be a proper payment request as soon as practicable, but not later than seven (7) Days after receipt and shall explain in writing the reasons why the payment request is not proper.
7-3.2.3 Retention
The City shall withhold not less than five percent (5%) from each progress payment. However, at any time after fifty percent (50%) of the Work has been completed, if the City Council finds that satisfactory progress is being made, it may, at its discretion, make any of the remaining progress payments in full for actual Work completed. The City shall withhold not less than five percent (5%) of the Contract Price from the Final Payment Amount (defined in Section 7-3.2.4) until at least thirty-five (35) days after recordation of the Notice of Completion, or recordation of a notice of acceptance or cessation, but not later than the period permitted by Public Contract Code Section 7107.
7-3.2.4 Final Invoice and Payment
Whenever the Contractor shall have completely performed the Contract in the opinion of the City Engineer, the City Engineer shall notify the City Clerk that the Contract has been completed in its entirety. The Contractor shall then submit to the City Engineer a written statement of the final quantities of Contract items for inclusion in the final invoice. Upon receipt of such statement, the City Engineer shall check the quantities included therein and shall authorize a payment amount, which in the City Engineer’s opinion shall be just and fair, covering the value of the total amount of Work done by the Contractor, less all previous payments and all amounts to be retained under the provisions of the Contract Documents (“Final Payment Amount”). The City Engineer shall then request that the City accept the Work and that the City Clerk be authorized to file, on behalf of the City in the office of the County Recorder, a Notice of Completion of the Work herein agreed to be done by the Contractor. In addition, the final payment will not be released until the Contractor returns the control set of Plans and Specifications showing the redlined as-built conditions.

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7-3.2.5Substitute Security
In accordance with Public Contract Code Section 22300, the Contractor may request that it be permitted to substitute securities in lieu of having retention withheld by the City from progress payments when such payments become due or, in the alternative, the Contractor may request that the City make payments of earned retentions directly to an agreed upon designated escrow agent at the Contractor’s expense. If the Contractor selects either one of these alternatives, the following shall control.

7.3.2.5.1 Substitution of Securities for Performance Retention At some reasonable time before any progress payment would otherwise be due and payable to the Contractor in the performance of Work under these Contract Documents, the Contractor may submit a request to the City in writing to permit the substitution of retentions with securities equivalent to the amount estimated by the City (“estimated amount of retention”) to be withheld.

The Contractor shall deposit such securities with the City or may, in the alternative, deposit such securities in escrow with a State or federally chartered bank in California, as the escrow agent, at the Contractor’s expense. Such securities will be the equivalent or greater in value of the estimated amount of retention. If the Contract is modified by written Modifications or Change Orders or the Contractor otherwise becomes entitled to receive an amount more than the Contract Price at the time the securities are deposited, the Contractor shall, at the request of the City, deposit with the City or escrow agent, whichever is applicable, additional securities within a reasonable time so that the amount of securities on deposit with the City or escrow agent is equivalent or greater in value than the amount of retention the City would otherwise be entitled to withhold from progress payments due or to become due to the Contractor as the Work progresses.

The City shall withhold any retention amount that exceeds the security amount until the additional securities are deposited and, if the deposit is with an escrow agent, the City has confirmation from that escrow agent of the new total value of securities. Upon satisfactory completion of the Contract, which shall mean, among other things, that the City is not otherwise entitled to retain proceeds from progress payments as elsewhere provided in the Contract or under applicable law, the securities shall be returned to the Contractor. The City shall, within its sole discretion, determine whether the amount of the securities on deposit with the City or escrow agent is equal to or greater than the amount of estimated retention of progress payments that could otherwise be held by the City if the Contractor had not elected to substitute same with securities. 7-3.2.5.2 Deposit of Retention Proceeds with an Escrow Agent As an alternative to the substitution of securities, as provided above, or the City otherwise retaining and holding retention proceeds from progress payments, the Contractor may request the City to make payments of retentions earned directly to an escrow agent with the same qualifications as required in Section 7-3.2.5.1 above and at the expense of the Contractor. At its sole expense, the Contractor may direct the investment of such retention payments into only such securities as mentioned in Section 7-3.2.5.4 below and shall be entitled to interest earned on such investments on the same terms provided for securities deposited by the Contractor. Upon satisfactory completion of the Contract, which shall mean when the City would not otherwise be entitled to withhold retention proceeds from progress payments had the Contractor not elected to have such proceeds deposited into escrow, the Contractor shall be allowed to receive from the escrow agent all securities, interest and payments deposited into escrow pursuant to the terms of this Section. The Contractor shall pay to each Subcontractor, not later than ten (10) Days of receipt of payment, the respective amount of interest earned, net of costs attributed to retention Lugo Park Soccer Field Rehabilitation Project
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withheld from each Subcontractor, on the amount withheld to ensure performance of the Contractor.
7-3.2.5.3 Subcontractor Entitlement to Interest
If the Contractor elects to receive interest on any moneys withheld in retention by the City, then the Subcontractor shall receive the identical rate of interest received by the Contractor on any retention moneys withheld from the Subcontractor by the Contractor, less any actual pro rata costs associated with administering and calculating that interest. In the event that the interest rate is a fluctuating rate, the rate for the Subcontractor shall be determined by calculating the interest rate paid during the time that retentions were withheld from the Subcontractor. If the Contractor elects to substitute securities in lieu of retention, then, by mutual consent of the Contractor and the Subcontractor, the Subcontractor may substitute securities in exchange for the release of moneys held in retention by the Contractor. The Contractor shall pay each Subcontractor, not later than ten (10) Days after receipt of escrow moneys, the amount owed to each Subcontractor from the moneys plus the respective amount of interest earned, net of costs attributed to the retention held from each Subcontractor, on the amount of retention withheld to ensure performance of the Subcontractor.
7-3.2.5.4 Securities Eligible for Investment
Securities eligible for investment shall include those listed in Government Code Section 16430, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed upon between the Contractor and the City. The Contractor shall be the beneficial owner of any securities substituted for any monies withheld and shall receive any interest thereon.
7-3.2.5.5 Escrow Agreement for Security Deposits in Lieu of Retention The escrow agreement that shall be used for the deposit of securities in lieu of retention shall substantially conform to the form prescribed in Public Contract Code Section 22300(f). 7-3.2.5.6 Inconsistencies with Prevailing Statutory Requirements If there is any inconsistency between or differences in Public Contract Code Section 22300 and the terms of this provision, or any future amendments thereto, Section 22300 shall control.

Section 7-3.9 is hereby added to Section 7-3 of Part 1 of the Standard Specifications, as follows:
7-3.9 AUDIT
The City or its representative shall have the option of inspecting and/or auditing all records and other written materials used by the Contractor in preparing its billings to the City as a condition precedent to any payment to the Contractor or in response to a construction claim or a Public Records Act (Government Code Section 6250 et seq.) request. The Contractor will promptly furnish documents requested by the City at no cost. Additionally, the Contractor shall be subject to State Auditor examination and audit at the request of the City or as part of any audit of the City, for a period of three (3) years after final payment under the Contract. The Contractor shall include a copy of this Section 7-3.9 in all contracts with its Subcontractors, and the Contractor shall be responsible for immediately obtaining those records or other written material from its Subcontractors upon a request by the State Auditor or the City. If the Project includes other auditing requirements, those additional requirements will be listed in the Special Provisions.

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SECTION 8 FACILITIES FOR AGENCY PERSONNEL
8-1 General
No field offices for City personnel shall be required; however, City personnel shall have the right to enter upon the Project at all times and shall be admitted to the offices of the Contractor to use the telephone, desk and sanitary facilities provided by the Contractor for its own personnel.

Section 9 is hereby added to Part 1 of the Standard Specifications, as follows:

SECTION 9. ADDITIONAL TERMS
9-1 NONDISCRIMINATORY EMPLOYMENT
The Contractor shall not unlawfully discriminate against any individual based on race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. The Contractor understands and agrees that it is bound by and will comply with the nondiscrimination mandates of all statutes and local ordinances and regulations.
9-3 CONTRACTOR’S RESPONSIBILITY FOR WORK
Until the final acceptance of the Work by the City Council in accordance with Section 3-13.2 of the General Provisions, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the action of the elements, criminal acts, or any other cause. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and acceptance and shall bear the expense thereof, except for such injuries or damages arising from the sole negligence or willful misconduct of the City, its officers, agents, or employees. In the case of suspension of Work from any cause whatever, the Contractor shall be responsible for all materials and the protection of Work already completed, shall properly store and protect them if necessary, and shall provide suitable drainage and erect temporary structures where necessary. 9-4 PROCEDURE IN CASE OF DAMAGE TO PUBLIC PROPERTY
Any portions of curb, gutter, sidewalk, or any other City improvement damaged by the Contractor during the course of construction shall be replaced by the Contractor at its own cost. The cost of additional replacement of curb, gutter or sidewalk in excess of the estimated quantities shown in the Bid form and Specifications, and found necessary during the process of construction (but not due to damage resulting from carelessness on the part of the Contractor during its operation), shall be paid to the Contractor at the unit prices submitted in his or her Bid. 9-5 REMOVAL OF INTERFERING OBSTRUCTIONS
The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and obstructions of any character encountered during the process of excavation. It is understood that the cost of any such removals are made a part of the unit price bid by the Contractor under the item for excavation or removal of existing Work.

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9-6 SOILS ENGINEERING AND TESTING
A certified materials testing firm may be retained by the City to perform materials tests during the Contractor’s entire operation to ascertain compliance with the Contract requirements. The City shall be responsible for the first series of tests. If the initial tests do not meet the Contract requirements, the Contractor shall bear the cost of all subsequent tests.

If the City requires other tests or more specific requirements for testing regarding this Project, those details will be included in the Special Provisions. 9-7 ACCESS TO PRIVATE PROPERTY
Unless otherwise stated in the Special Provisions, the Contractor shall be responsible for all fees and costs associated with securing permission to access private property for any portion of the Project.
9-9 CLAIM DISPUTE RESOLUTION
In the event of any dispute or controversy with the City over any matter whatsoever, the Contractor shall not cause any delay or cessation in or of Work but shall proceed with the performance of the Work in dispute. The Contractor shall retain any and all rights provided that pertain to the resolution of disputes and protests between the parties. The Disputed Work will be categorized as an “unresolved dispute” and payment, if any, shall be as later determined by mutual agreement or a court of law. The Contractor shall keep accurate, detailed records of all Disputed Work, claims and other disputed matters.

All claims arising out of or related to the Contract Documents or this Project, and the consideration and payment of such claims, are subject to the Government Claims Act (Government Code Section 810 et seq.) with regard to filing claims. All such claims are also subject to Public Contract Code Section 9204 and Public Contract Code Section 20104 et seq. (Article 1.5), where applicable. This Contract hereby incorporates those provisions as though fully set forth herein.

Thus, the Contractor or any Subcontractor must file a claim in accordance with the Government Claims Act as a prerequisite to filing a construction claim in compliance with Section 9204 and Article 1.5 (if applicable) and must then adhere to Section 9204 and Article 1.5 (as applicable), pursuant to the definition of “claim” as individually defined therein. a. Payment for Labor and Materials. The Contractor shall pay and cause the subcontractors to pay any and all accounts for labor, including Worker's Compensation premiums, State Unemployment and Federal Social Security payments and all other wage and salary deductions required by law. The Contractor also shall pay and cause the subcontractors to pay any and all accounts for services, equipment and materials used by it and the subcontractors during the performance of work under this contract. All such accounts shall be paid as they become due and payable. If requested by the Engineer, the Contractor shall immediately furnish the City with proof of payment of such accounts. b. Additional Work. Payment for additional work and all expenditures in excess of the bid amount must be authorized in writing by the City Engineer. Such authorization shall be obtained by the Contractor prior to engaging in additional work. It shall be the Contractor's sole responsibility to obtain written approval from City Engineer for any change(s) in material or in the work proposed by suppliers or subcontractors. No payment shall be made to the Contractor for additional work which has not been approved in writing, and Lugo Park Soccer Field Rehabilitation Project
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the Contractor hereby agrees that it shall have no right to additional compensation for any work not so authorized.
c. Claims. The Contractor shall not be entitled to the payment of any additional compensation for any cause, including any act, or failure to act, by the City, or the happening of any event, thing, or occurrence, unless he shall have given the City due written notice of potential claim as hereinafter specifications. The written notice of potential claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. Said notice shall be submitted on a form approved by the City at least forty-eight (48) hours (two working days) in advance of performing said work, unless the work is of an emergency nature, in which case the Contractor shall notify and obtain approval from the Inspector prior to commencing the work. The City Engineer. may require the Contractor to delay construction involving the claim, but no other work shall be delayed, and the Contractor shall not be allowed additional costs for any said delay but may be allowed on extension of time if the City Engineer. agrees that the work delayed is a controlling element of the Construction Schedule. The Contractor shall be required to submit any supporting data (or a detailed written explanation justifying further delay) within five (5) Work Days of a request from the City Engineer, and shall be responsible for any delays resulting from late and/or incomplete submittals. By submitting a Bid, the Contractor hereby agrees that this Section shall supersede Sections 6-6.3 and 6-6.4 of the Standard Specifications.

The City shall be the sole authority to interpret all plans, specifications and contract documents, and no claim shall be accepted which is based on the Contractor's ignorance, misunderstanding or noncompliance with any provision or portion thereof.

The above provisions shall supplement Section 3 of the Standard Specifications. The Contractor shall be responsible to provide all data and to obtain all approvals required by said Specifications, including submittal of Daily Extra Work Reports. No claims or extras shall be approved by the City unless all work was done under the direction of and subject to the approval of the Inspector. Disputed work claims shall comply with Section 3 of the Standard Specifications, as modified herein.

It is the intention of this Subsection that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Engineer at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that it shall have no right to additional compensation for any claim that may be based on any such act, failure to act, event, thing or occurrence for which no written notice of potential claim as herein required was filed. d. Noncompliance with Plans and Specifications. Failure of the Contractor to comply with any requirement of the Plans and Specifications, and/or to immediately remedy any such noncompliance upon notice from the Engineer, may result in suspension of Contract Progress Payments. Any Progress Payments so suspended shall remain in suspension until the Contractor's operations and/or submittals are brought into compliance to the satisfaction of the Engineer. No additional compensation shall be allowed as a result of suspension of Progress Payments due to noncompliance with the plans or specifications.

The Contractor shall not be permitted to stop work due to said suspension of Progress Payments.

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9-10 THIRD PARTY CLAIMS
The City shall have full authority to compromise or otherwise settle any claim relating to the Project at any time. The City shall timely notify the Contractor of the receipt of any third-party claim relating to the Project. The City shall be entitled to recover its reasonable costs incurred in providing this notice.
9-11 COMPLIANCE WITH LAWS
The Contractor shall comply with all applicable federal, State, and local laws, ordinances, codes and regulations in force at the time the Contractor performs pursuant to the Contract Documents. 9-12 CONTRACTOR’S REPRESENTATIONS
By signing the Contract, the Contractor represents, covenants, agrees, and declares under penalty of perjury under the laws of the State of California that: (a) the Contractor is licensed, qualified, and capable of furnishing the labor, materials, and expertise necessary to perform the services in accordance with the terms and conditions set forth in the Contract Documents; (b) there are no obligations, commitments, or impediments of any kind that will limit or prevent its full performance under the Contract Documents; (c) there is no litigation pending against the Contractor that could adversely affect its performance of the Contract, and the Contractor is not the subject of any criminal investigation or proceeding; and (d) to the Contractor’s actual knowledge, neither the Contractor nor its personnel have been convicted of a felony. 9-13 CONFLICTS OF INTEREST
The Contractor agrees not to accept any employment or representation during the term of the Contract or within twelve (12) months after acceptance as defined in Section 3-13.2 of the General Provisions that is or may likely make the Contractor “financially interested,” as provided in Government Code Sections 1090 and 87100, in any decisions made by the City on any matter in connection with which the Contractor has been retained pursuant to the Contract Documents. 9-14 APPLICABLE LAW
The validity, interpretation, and performance of these Contract Documents shall be controlled by and construed under the laws of the State of California, excluding California’s choice of law rules.

Venue for any such action relating to the Contract shall be in the Superior Court with geographic jurisdiction over the City.
9-15 TIME
Time is of the essence in these Contract Documents.
9-16 INDEPENDENT CONTRACTOR
The Contractor and Subcontractors shall at all times remain, as to the City, wholly independent contractors. Neither the City nor any of its officials, officers, employees or agents shall have control over the conduct of the Contractor, Subcontractors, or any of their officers, employees, or agents, except as herein set forth, and the Contractor and Subcontractors are free to dispose of all portions of their time and activities that they are not obligated to devote to the City in such a manner and to such Persons that the Contractor or Subcontractors wish except as expressly provided in these Contract Documents. The Contractor and Subcontractors shall have no power Lugo Park Soccer Field Rehabilitation Project
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to incur any debt, obligation, or liability on behalf of the City, bind the City in any manner, or otherwise act on behalf of the City as agents. The Contractor and Subcontractors shall not, at any time or in any manner, represent that they or any of their agents, servants, or employees, are in any manner agents, servants or employees of the City. The Contractor and Subcontractors agree to pay all required taxes on amounts paid to them under the Contract, and to indemnify and hold the City harmless from any and all taxes, assessments, penalties, and interest asserted against the City by reason of the independent contractor relationship created by the Contract Documents. The Contractor shall include this provision in all contracts with all Subcontractors. 9-17 CONSTRUCTION
In the event of any asserted ambiguity in, or dispute regarding the interpretation of any matter herein, the interpretation of these Contract Documents shall not be resolved by any rules of interpretation providing for interpretation against the party who causes the uncertainty to exist or against the party who drafted the Contract Documents or who drafted that portion of the Contract Documents.
9-18 NON-WAIVER OF TERMS, RIGHTS AND REMEDIES
Waiver by either party of anyone (1) or more of the conditions of performance under these Contract Documents shall not be a waiver of any other condition of performance under these Contract Documents. In no event shall the making by the City of any payment to the Contractor constitute or be construed as a waiver by the City of any breach of covenant, or any default that may then exist on the part of the Contractor, and the making of any such payment by the City shall in no way impair or prejudice any right or remedy available to the City with regard to such breach or default.
9-19 TERM
The Contract is effective as of the Effective Date listed and shall remain in full force and effect until the Contractor has fully rendered the services required by the Contract Documents or the Contract has been otherwise terminated by the City. However, some provisions may survive the term listed within this Section, as stated in those provisions. 9-20 NOTICE
Except as otherwise required by law, any notice or other communication authorized or required by these Contract Documents shall be in writing and shall be deemed received on (a) the day of delivery if delivered by hand or overnight courier service during the City’s regular business hours or (b) on the third (3rd) business day following deposit in the United States mail, postage prepaid, to the addresses listed on the Contractor’s Bid and City Hall, or at such other address as one party may notify the other.
9-21 SEVERABILITY
If any term or portion of these Contract Documents is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of these Contract Documents shall continue in full force and effect.

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SPECIAL PROVISIONS
The Sections that follow supplement, but do not replace, the corresponding provisions in Part 3 (Construction Methods), Part 4 (Existing Improvements) and Part 6 (Temporary Traffic Control) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

PUBLIC CONVENIENCE
At the pre-construction meeting, the Contractor shall submit a construction schedule to the City for approval. Based on the construction schedule, the Contractor will post temporary “NO PARKING” signs in the vicinity of the work area if required and as determined by the City’s Inspector at no cost to the City. Signs shall be of the format approved by the City and be posted along the curb. Signs may be attached to existing poles, street light standards or Type-1 barricades. The “NO PARKING” signs, if deemed necessary, shall be in place not less than five working days prior to performing the work.

The Agency will require the Contractor to distribute one (1) “Public Notice” to each residence located adjacent to or across from the work. The Notice shall be distributed seven (7) days prior to the start of any work. A sample copy of the Notice must be approved by the City.

All complaints received by the City associated with the work alleging damage to private property and/or vehicles shall be responded to by the Contractor within twenty-four (24) hours of notification.

Failure to comply with this provision may result in a penalty of fifty dollars ($50.00) per occurrence per day.

All trucks which the Contractor proposes to use that exceed the legal load limit when loaded will be required to have overweight permits from the City.

The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Subsection 601 of the Special Provisions.

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SECTION 306 - OPEN TRENCH CONDUIT CONSTRUCTION
306-3.1 GENERAL
Pursuant to Public Contract Code Section 7104, if the project involves trenching more than four (4) feet deep, Contractor shall promptly and before the following conditions are disturbed notify the City in writing of any:
a. Material that Contractor believes may be material that is hazardous waste, as defined in California Health and Safety Code Section 25117, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; and/or b. Subsurface or latent physical conditions at the site differing from those indicated; and/or
c. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.
d. As required by Labor Code Section 6705 and in addition thereto, whenever work under the Contract that involves an estimated expenditure in excess of twenty-five thousand dollars ($25,000) for the excavation of any trench or trenches five (5) feet or more in depth, Contractor shall submit for acceptance by City in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer employed by Contractor, and all costs therefor shall be included in the price of the Contract. Nothing in this provision shall be deemed to allow the use of a shoring, sloping, or other protective system less effective than that required by the Construction Safety Orders. Nothing in this provision shall be construed to impose tort liability on the City or on any City officer, agent, consultant, representative, or employee. All plans, processing and shoring costs are Contractor’s responsibility and must be included in Contractor’s bid.

SECTION 400 - PROTECTION AND RESTORATION
400-1 GENERAL
All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or reestablishing existing improvements shall be included in the Bid.

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SECTION 402 - UTILITIES
402-1 LOCATION
The location and existence of any underground Utility or substructure has not been obtained. The methods used and costs involved to locate existing elements, points of connection and all construction methods are the Contractor’s sole responsibility. Accuracy of information furnished, as to existing conditions, is not guaranteed by the City. The Contractor, at its sole expense, must make all investigations necessary to determine locations of existing elements, which may include contacting Underground Service Alert and other private underground locating firm(s), utilizing specialized locating equipment, hand trenching, or both. For every Dig Alert Identification Number issued by Underground Service Alert during the course of the Project, the Contractor must submit to the City the following form. The Contractor shall be responsible for preserving the integrity of the existing underground utilities at the site.

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UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER FORM
No excavation will be permitted until this form is completed and returned to the City.

Government Code Section 4216 et seq. requires a Dig Alert Identification Number to be issued before a permit to excavate will be valid.

To obtain a Dig Alert Identification Number, call Underground Service Alert at 811 a minimum of three (3) Working Days before scheduled excavation. For best response, provide as much notice as possible up to ten (10) Working Days.

Dig Alert Identification Number: ________________________________________________ Dated:
(“CONTRACTOR”)
By:

Printed Name:

Title:

By:

Printed Name:

Title:

Note: This form is required for every Dig Alert Identification Number issued by Underground Service during the course of the Work. Additional forms may be obtained from the City upon request.

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402-1.3 Entry by Utility Owners
The right is reserved to the owners of public Utilities or franchises to enter the Project site for the purpose of making repairs or changes in their property that may be necessary as a result of the Work as well as any other reason authorized by the City. When the Contract Documents provide for the Utility owners to alter, relocate, or reconstruct a Utility, or when the Contract Documents are silent in this regard and it is determined by the City Engineer that the Utility owners must alter, relocate or reconstruct a Utility, the Contractor shall schedule and allow adequate time for those alterations, relocations or reconstructions by the respective Utility owners. City employees and agents shall likewise have the right to enter upon the Project site at any time and for any reason or no reason at all.
402-2 PROTECTION
If Contractor damages or breaks the Utilities, it will be the Contractor’s responsibility to repair the Utility at no cost to the Utility or the City.
402-3 REMOVAL
Facilities encountered during the prosecution of the Work that are determined to be abandoned shall be removed by the Contractor as required for the Work, unless directed otherwise by the City Engineer. The remaining portion of the existing Utility which is left in place shall be accurately recorded, in elevation and plan, on the control set of Contract Drawings. 402-4 RELOCATION
The Contractor shall cooperate fully with all Utility forces of the City or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities that interfere with the progress of the Work. The Contractor shall schedule the Work so as to minimize interference with the relocation, altering, or other rearranging of facilities. 402-6 COOPERATION
The Contractor’s attention is directed to the fact that Work may be conducted at or adjacent to the site by other contractors during the performance of the Work under this Contract. The Contractor shall conduct its operations so as to cause a minimum of interference with the work of such other contractors and shall cooperate fully with such contractors to provide continued safe access to their respective portions of the site, as required to perform work under their respective contracts. Compensation for compliance shall be included in the various items of the Work, and no additional compensation shall be allowed therefor.
402-7 NOTIFICATION
The Contractor shall notify the City Engineer and the owners of all Utilities and substructures not less than forty-eight (48) hours before starting construction. The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or accurate:

Agency:

Phone Number:

Contact Person:

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Agency:

Phone Number:

Contact Person:

Agency:

Phone Number:

Contact Person:

SECTION 601 - TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND

MAINTENANCE WORK ZONES
The Contractor shall be responsible to furnish, install and maintain such devices which are necessary to provide safe and efficient passage for the traveling public through the work area, for the safety of personnel present in the work area, and to minimize inconvenience to adjacent properties.

The Contractor shall be responsible to furnish, install and maintain such devices which are necessary to provide safe and efficient passage for the traveling public through the work area, for the safety of personnel present in the work area, and to minimize inconvenience to adjacent properties.

All work and materials to implement construction staging and traffic control shall comply with the California Manual of Uniform Traffic Controls Device (CAMUTCD). Signs, markings, striping, barricades, delineators and all materials shall conform to applicable Caltrans standards and specifications. Arrow boards and other devises must comply with the City of Maywood requirements for nighttime noise standards at adjacent private property lines.

The use of flagmen may be required if deemed so by the Engineer. Adequate flagmen, construction sign barricades, delineators, and arrow boards shall be used to the satisfaction of the Engineer. Adequate traffic control shall be maintained at all times through the construction zone, in compliance with the California Manual on Uniform Traffic Control Devices.

It shall be the Contractor’s responsibility to notify affected businesses and residences within the project in writing within 10 days prior to the start of construction.

Traffic control through the project area shall conform to the requirements of Section 7-10, “Public Convenience and Safety,” (SSPWC).

Minimum Requirements for Maintaining Traffic Flow are:
• The Contractor shall maintain one (1) minimum ten-foot-wide lanes in each direction at all times, and left turn pockets at all signalized intersections. • Driveways - The Contractor shall maintain access to each driveway at all times unless other arrangements have been made with each property owner, subject to approval by the Engineer.
• The Contractor shall not allow traffic to travel on natural ground, subgrade, or aggregate base material. Traffic must only be allowed on a firm asphalt surface. A temporary ac pavement may be used for this reason to allow traffic.
• The Contractor shall not be allowed to leave vertical edge over 1.50” within the street pavement when the pavement is open to traffic except along the edge of gutter. Otherwise, Lugo Park Soccer Field Rehabilitation Project
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the Contractor shall construct temporary AC transition at edges including around the edges of utility structures.
• The transition at traverse edge to through traffic shall be 6:1 slope, at longitudinal edge shall be 4:1 slope and at driveways ramped at 6:1 slope.
• The Contractor shall maintain a minimum of 5 feet clearance from the vertical edge of excavation.
• All original traffic lanes shall be restored at the end of working hours each day. • If permanent pavement markings cannot be restored by the end of the work shift in which they were obliterated, temporary markings shall be provided by the Contractor prior to leaving the job site on all streets except any street closed to through traffic. These temporary markings shall be as follows:
o Temporary lane lines and/or centerlines shall consist of day/night reflectorized raised pavement markers, approved by the City of Maywood, spaced approximately 24” apart. o Right edge lines shall not be simulated with dashes or pavement markers; however, portable delineators, guide markers, etc., may be used by the Contractor where it is considered desirable to enhance the edge of traveled way due to curvilinear alignment, narrowing pavement, etc., and shall be used when directed by the Engineer. The Contractor shall be responsible to periodically review the construction area at night to insure all lights are properly placed and operable.
o Locations where no-passing zone centerline delineation has been obliterated shall be posted by the Contractor with a sign package consisting of a C18 (23) "ROAD CONSTRUCTION (WORK) AHEAD" and R63 "DO NOT PASS".
o See other traffic requirements under other work sections. o Any deviation with these traffic requirements may be afforded only with the prior written approval of the Engineer.
o See other traffic requirements under other work sections.

Holiday Period: No reduction in the number of lanes or in lane widths on any street shall be permitted during the holiday period which begins on the Monday prior to Thanksgiving and ends on the Friday following New Year's Day.

Temporary No Parking Signs: The Contractor is responsible to post "Temporary No Parking" signs at least 5 working days in advance of the first date of enforcement. The City shall be informed before posting of signs. Parking will be restricted only for the minimum time necessary to complete on-going work.

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A. TECHNICAL SPECIFICATIONS

1. DESCRIPTION OF WORK
The Project includes, without limitation, furnishing all necessary labor, materials, equipment, and other incidental and appurtenant work necessary to satisfactorily complete the Project, as more specifically described in the Contract Documents. This Work will be performed in strict conformance with the Contract Documents, permits from regulatory agencies with jurisdiction, and applicable regulations. The quantity of Work to be performed and materials to be furnished are approximations only, being given as a basis for the comparison of Bids. Actual quantities of Work to be performed may vary at the discretion of the City Engineer.

2. ADDITIONAL CONTRACTOR’S DUTIES
Comply with codes, ordinances, rules, regulations, orders, and other legal requirements of public authorities which bear on performance of work.

3. CONTRACTS
Construct entire work under one contract with the City.

4. The Specifications and Drawings are complementary, and what is called for in one shall be binding as if called for in both.

5. EXAMINATION OF SPECIFICATIONS AND SITE OF WORK
The bidder is required to carefully examine the site, the bid proposal, exhibits, plans, specifications, and contract forms for the work to be completed. It will be assumed that the bidder has investigated and is satisfied as to the conditions to be encountered as to the character, type, quality, and quantities of work to be performed and materials to be furnished, and as to the requirements of the Plans and Specifications, the Special Provisions, Technical Provisions, and the Contract. It is mutually agreed that submission of a Proposal shall be considered prima facie evidence that the bidder has made such examination. It should be noted that the examination shall include the type of existing pavements.

6. DISCREPANCIES IN THE CONTRACT DOCUMENTS
Any discrepancies, conflicts, errors, or omissions found in the Contract Document shall be promptly reported in writing to the City Engineer, who will issue a correction in writing. The Contractor shall not take advantage of any such discrepancies, conflicts, errors, or omissions, but shall comply with any corrective measures regarding the same prescribed Lugo Park Soccer Field Rehabilitation Project
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by the City Engineer, and no additional payment or time shall be allowed therefor, except as provided in the Standard Specifications.

If discrepancies are discovered between the drawings and the specifications, and no specific interpretation is issued prior to the bidding, the decision regarding this interpretation shall rest with the City Engineer. The Contractor shall be compelled to act on the City Engineer's decision as directed. In the event the installation is not in compliance with the direction of the City Engineer, the installation shall be corrected by and at the expense of the Contractor at no additional cost to the City.

In case of such discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing/constructing the discrepancy that would have the highest dollar value.

7. ERRORS AND OMISSIONS
If the Contractor, in the course of the work, becomes aware of any claimed errors or omissions in the contract documents or in the City's field work, it shall immediately inform the City Engineer. City Engineer shall promptly review the matter, and if he/she finds an error or omission has been made, he/she shall determine the corrective actions and advise the Contractor accordingly. If the corrective work associated with an error or omission increases or decreases the amount of work called for in the Contract, the City shall issue an appropriate Change Order. After discovery of an error or omission by the Contractor, any related work performed by the Contractor shall be done at its risk unless authorized by the City Engineer.

8. ALLOTTED WORKING SPACE
The Contractor shall be responsible for storing his materials and equipment and to use as work yard as necessary. The City will not allow keeping equipment, materials, vehicles, removed items, debris, etc. within this project site with no liability to the City. It shall be the responsibility of the Contractor to provide adequate fencing, security of the yard and equipment, and to restore the assigned area to its original, pre-use condition, or better, to the satisfaction of the Engineer.

9. ACCEPTANCE OF SITE
The Contractor shall accept the site and the character of the work as they exist on the first day of work under this contract.

10. SITE SECURITY AND SAFETY
The Contractor shall secure the project as well as the adjoining properties during the duration of the project.

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11. LIMITS OF WORK
Limits of work shall be the legal property boundaries of the project site unless modified by Contract limit lines indicated on the plans or as noted otherwise.

Prior to commencing work on any particular area, the Contractor shall verify and coordinate them with the Engineer to ascertain the actual limits of work.

12. The Contractor is reminded that he is responsible for the control of water through the construction area, at all times. Contractor shall utilize a City fire hydrant meter whenever he uses water, to record water use. Contractor shall be fully responsible for the City fire hydrant meter.

13. QUALITY ASSURANCE PROGRAM (QAP) & TESTING LABORATORIES All necessary materials and compaction testing, if applicable, will be performed and paid for by the City. The contractor must inform the City Engineer at least three days (3) in advance when work requiring inspection and/or testing is going to be performed.

14. FLOW, ACCEPTANCE OF WATER & STORM WATER COMPLIANCE
In such cases where trucks or equipment may be stopped on the roadway during delivery or removal of equipment, if it is anticipated that storm, surface or other waters may be encountered at various times and locations during the work herein contemplated, the Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly and Contractor by submitting his bid assumes all risk.

The Contractor shall conduct his operation in such a manner that storm, or other waters may proceed uninterrupted along the existing street or drainage courses. Diversion of water for short reaches to protect construction in progress will be permitted if public or private properties, in the opinion of the engineer, are not subject to the probability of damage.

The Contractor shall submit a plan showing his method of diverting storm or other water through the project for approval prior to any diversion if it is anticipated that a diversion will be necessary during construction. The cost for a diversion of any storm or other water shall be included in the price bid for related items of work and no additional compensation will be allowed, therefore.

The Contractor shall require that:

1. Saw-cutting wastes be recovered and properly recycled or disposed offsite and that in no case shall waste be left on the roadway or allowed to enter the storm drain system.

2. Concrete and other street and road materials and wastes shall be properly managed and taken offsite to prevent discharge to the storm drain system.

3. The washout of trucks and chutes shall occur in Contractor yards and shall never be discharged to the storm drains, open ditches, streets or catch basins.

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15. DUST AND CONTAMINATED RUNOFF CONTROL
Fugitive dust must be completely controlled during all phases of the project and at all times during the project from the start of the project until the final acceptance of the work, including milling or power brooming operations. This control also includes times when work is not being performed, such as nights, weekends, and holidays when the contractor may not be working but traffic is permitted to drive on the interim roadway condition. The contractor is free to apply any means of dust control that does not create a nuisance or an environmental hazard.

Also the contractor shall insure that waste byproducts from the work are prevented from entering the storm drainage system, sanitary sewer system, or open drainage channels (including the street gutter).Such byproducts include, but are not limited to, asphalt grindings, asphalt cuttings, dirt, oils used in the paving process, oils or gasoline dripping from equipment, concrete, concrete grindings, concrete cuttings, asphalt materials, or any materials that are classified as illegal for discharge into any public or private system.

The contractor shall be responsible for payment of violations, including AQMD, City of Cudahy, Los Angeles County, or other enforcement Agency citations, whether it be for air pollution, contaminated runoff into public or private drainage or sewer systems, or any other illegal environmental act.

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16. WORK ZONE SAFETY & MOBILITY / MAINTAINING TRAFFIC
OBJECTIVE - To provide a smooth and efficient flow of traffic, while retaining public safety through the roadway work zone.

Public convenience and safety throughout work zone shall be achieved by implementing an approved traffic control plan. Two (2) weeks before starting work, the Contractor shall submit Traffic Control Plans for the City Engineer’s approval. The Contractor shall comply with the measures of the approved Traffic Control Plans. The Contractor shall notify each affected resident in person at least one (1) week in advance of starting the project and for the closing of driveways. The Contractor shall make necessary arrangement with the waste service company required to maintain trash pick-up services during the construction period.

The Contractor shall furnish, place, and maintain all temporary traffic control devices required per approved traffic control plan for safe and orderly flow of traffic during construction to include all such cases where trucks or equipment may interfere with traffic by being stopped on the roadway during delivery or removal of equipment.

All warning lights, signs, barricades, and other facilities for the sole convenience and direction of public traffic shall be furnished and maintained by the Contractor. All signs shall conform to and be placed in accordance with the current State of California Department of Transportation "Manual of Warning Signs, Lights, and Devices for use in Performance of Work Upon Highways."
The Contractor shall be responsible for all traffic control during construction.

Pedestrian traffic shall be detoured to the opposite side of the street away from the construction area whenever possible. Provisions shall be made for safe passage through construction areas were directed by the City Engineer. The Contractor shall cover allopen trenches at the end of each day to prevent any pedestrian injury.

During the hours of darkness traffic cones shall be visible at 1,000 feet at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20.

Reflective cone sleeves shall conform to the following:

1. Removable flexible reflective cone sleeves shall be fabricated from thereflective sheeting specified in the special provisions, have a minimum height of 13 inches and shall be placed a maximum of 3 inches from the top of the cone. The sleeves shall not be in place during daylight hours.

2. Permanently affixed semitransparent reflective cone sleeves shall be fabricated from the semitransparent reflective sheeting, have a minimum height of 13 inches, and shall be placed a maximum of 3 inches from the top of the cone.

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Traffic cones with semitransparent reflective cone sleeves may be used during daylight hours.

3. Permanently affixed double band reflective cone sleeves shall have 2 white reflective bands. The top band shall be 6 inches in height, placed a maximum of 4 inches from the top of the cone. The lower band shall be 4 inches in height, placed 2 inches below the bottom of the top band. Traffic cones with double band reflective cone sleeves may be used during daylight hours. The type of reflective cone sleeve used shall be at the option of the Contractor. Only one type of reflective cone sleeve shall be used on the project.

Full compensation for furnishing, erecting, maintaining, and removing special detour signs and special advance notice publicity signs shall be considered as included in the contract lump sum price paid for traffic control system and no additional payment will be made, therefore.

All aforementioned special signs shall become the property of the Contractor at the conclusion of this project and shall be removed from the worksite.

Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor if, in the opinion of the Engineer, public traffic will be better served, and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.

Note: Must conform to Manual on Uniform Traffic Control Devices (MUTCD) and CA MUTCD California Supplement (Deviation from the “Mandatory Standards” not permitted).

17. PARKING CONTROL
If parking restrictions are required for the execution of the work the contractor shall post "temporary no parking" signs. The signs must be posted at least 48 hours in advance of the restriction and shall be the type of sign that states date and time of restriction. The sign shall be approved by the City Engineer prior to posting. The Contractor shall not nail any signs to trees. The signs shall be removed immediately after the need for the restriction has passed.

PAYMENT
All traffic control plans and requirements are included in lump sum bid item.

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18. NOTIFICATION OF PROPERTY OWNERS/OCCUPANTS
The Contractor shall notify all affected residents and/or businesses in writing twice prior to construction:

1. First notice (general information) two (2) weeks before.

2. Second notice one (1) week before, specifying the exact day/s that construction will occur, and during what hours. Said notice shall be submitted to Engineer for approval at the pre-construction meeting.”
Compensation for the aforementioned shall be paid for in the total contract price bid and no additional compensation will be allowed.

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APPENDIX A - PROJECT PLANS
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APPENDIX B - PROJECT SPECS
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July 24, 2024 SPECIFICATION OUTLINE
100% CONSTRUCTION DOCUMENTATION 00 00 00 - 1

TABLE OF CONTENTS
SECTION 11 68 33 SPORTS EQUIPMENT
SECTION 31 11 13 SITE CLEARING
SECTION 31 11 16 DEMOLITION
SECTION 31 22 13 EARTHWORK AND GRADING
SECTION 32 05 16 SYNTHETIC TURF BASE
SECTION 32 05 19 GEOTEXTILE LINER
SECTION 32 18 11 PERFORMANCE PAD
SECTION 32 18 13 SYNTHETIC TURF SYSTEM
SECTION 32 84 00 IRRIGATION
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SECTION 11 68 33

SPORTS EQUIPMENT
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Work in this section includes, but is not limited to, the provision and installation of all sports equipment including but not limited to the following with all miscellaneous hardware, foundations, footings and miscellaneous appurtenances thereto:

1. Soccer Goal Anchor

2. Outfield Fence Guard

3. Light Pole Pads
B. Related Work:

1. Earthwork and Grading

2. Synthetic Turf System

1.03 QUALITY ASSURANCE
A. Reference Standards:

1. American Society for Testing and Materials (ASTM).

2. National Federation of State High School Associations (NFHS).

B. Submittals:

1. Submit manufacturer’s product literature, technical specifications, and other data required to demonstrate compliance with specified requirements for all sports equipment.

C. Review:

1. All site accessories and locations shall be reviewed by the Architect prior to installation.

1.04 FIELD MEASUREMENTS
A. Contractor shall verify position and layout of sports equipment. Verify dimensions by field measurements.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. Beacon Athletics, Middleton, WI, 800-747-5985 (www.beaconathletics.com) B. Promats Atheltics, Salisbury, NC, 800-617-7125 (www.promats.com) C. Sportsfield Specialties Inc., Delhi, NY, 888-975-3343 (www.sportsfieldspecialties.com) D. Approved equal, prior to the Bid.

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2.02 SPORTS EQUIPMENT
A. General: Provide equipment complying with requirements of NFHS rules.

1. All football goal posts, where applicable, shall include approved protective pads, with colors per owner, and shall include flags installed on the uprights.

2. All bases, and home plate, where applicable, shall include the ground anchors.

3. All batting cages shall include upright support posts and footings, as recommended by the manufacturer.

4. All soccer goals shall include nets as supplied by the goal manufacturer. All portable soccer goals shall include complete assembled wheel kits as supplied by the goal manufacturer.

B. Approved equals: All equipment specified herein is subject to approved equals as manufactured by specified Acceptable Manufacturers.

C. List of Equipment:

1. Soccer Goal Anchor:
a. Model # SG2SCC, soccer goal safety system, by Sportsfield Specialties.

2. Outfield Fence Guard:
a. Model # Standard Fence Guard, color yellow, by Beacon Athletics.

3. Light Pole Pad:
a. Model # Post Pads, min. 6’ high, 3” thick, from Sportsfield Specialties.

PART 3 - EXECUTION

3.01 JOB CONDITIONS
A. Inspection: Verify that earthwork is completed to correct line and grade. Notify Architect of any incomplete work by previous Contractors.

3.02 INSTALLATION
A. Sub-grade Preparation: Refer Earthwork and Grading, Section 312213.

B. Install all equipment per manufacturer’s recommendations and details, and as shown on the Drawings.

1. Provide four (4) total soccer goal anchors, two (2) at each goal, where shown on the Drawings.

C. Concrete foundations and footings shall be 3500 psi concrete.

D. Clean Up: The Contractor shall remove excess excavated material from the site of the work. He shall clean up and dispose of rubble and construction debris, and leave the site of the work in a condition satisfactory to the Owner.

END OF SECTION
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SECTION 31 11 13

SITE CLEARING
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Furnish all labor, material, equipment, tools, and incidentals necessary for Site Clearing work as shown on the Drawings and as specified in this Section. The work includes but is not limited to:

1. Clearing and Grubbing.

B. Related work includes but is not limited to:

1. Earthwork and Grading

1.03 DEFINITIONS
A. Existing Topsoil: The top layer of existing soil in unpaved / planting areas, containing minerals and organic materials including humus, and completely free of weeds, roots, rocks/clods over one cubic inch and other objectionable material. Depth of existing topsoil shall be taken to be 2-4 inches deep on average or as determined by the Owner’s Representative at the time of construction after clearing and grubbing.

1. At turf areas, existing topsoil starts below the grass root zone.

2. At unpaved / planting areas other than turf, existing topsoil starts below the mulch layer.

PART 2 - PRODUCTS
Not Applicable
PART 3 - EXECUTION

3.01 SITE CLEARING
A. General

1. Protection measures for trees to be preserved are to be in place and reviewed by the Owner’s Representative prior to any clearing and grubbing. See Specification Section Tree Protection.

2. For removal of trees see Specification Section Tree Removal and Pruning

3. Clear and grub only areas as necessary to construct improvements shown on the Drawings.

4. Use only hand methods for grubbing inside the drip line of trees indicated to be preserved, unless otherwise approved by the Owners Representative.

B. Clearing and Grubbing

1. Remove vegetation, improvements, and obstructions protruding through the ground surface and/or interfering with installation of new construction. Removal includes complete root systems.

2. Removal of sod includes plastic netting / mesh used as sod backing.

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3. Remove all organic matter in unpaved / planting areas to be replanted, to a sufficient depth to remove such material. Replanting includes areas with mulch-only applications. The depth of removal will vary with the type and density of vegetation across the project site and with the time of year.

C. Stripping

1. Remove all vegetation and grass before stripping existing topsoil.

2. Strip existing topsoil from all unpaved areas to be improved with paving, structures, or synthetic turf. Average depth of topsoil is specified elsewhere in this Specification.

Additional topsoil may be required to be removed in localized areas to depths encountered to prevent intermingling with underlying subsoil or other waste materials.

3. Remove all vegetation matter from collected existing topsoil and stockpile for re-use in proposed planting areas unless otherwise instructed by the Owner’s Representative. See Specification Section Soil Preparation. Do not use stockpiled existing topsoil as structural fill and/or under proposed paving or synthetic turf.

3.02 CLEAN-UP
A. Disposal: Remove cleared & grubbed material, waste, unsuitable, and excess material from the Owner's property and dispose of legally or as directed by the Owner’s Representative.

END OF SECTION
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SECTION 31 11 16

DEMOLITION
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Furnish all labor, material, equipment, tools, and incidentals necessary for Demolition work as shown on the Drawings and as specified in this Section. The work includes:

1. Demolition of synthetic turf, infill, performance pad, and geotextile fabric/liner.

2. Water line work
B. Related work includes but is not limited to:

1. Site Clearing

2. Earthwork and Grading

1.03 DEFINITIONS
A. Topsoil: See Specification Section Earthwork and Grading.

1.04 SUBMITTALS
A. Indicate on the project schedule submittal, proposed time for demolition work in this Section, including shut-off time and capping of utility service.

1.05 QUALITY ASSURANCE
A. Reviews: Prior to any site clearing or demolition work, prepare protection measures of items indicated to be preserved and protected for review by the Owner’s Representative.

1.06 SITE CONDITIONS
A. Occupancy: Paving areas and structures to be removed or demolished will be vacated and discontinued in use prior to the start of work.

B. Explosives: Use of explosives for demolition work is not permitted.

C. Traffic: Conduct demolition operations and the removal of debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks, or other occupied facilities without permission from Owner.

D. Protection: Ensure the safe passage of persons around the area of demolition. Conduct operations to prevent damage to adjacent buildings, structures, other facilities, and injury to persons. See Special Provisions for additional information regarding building access.

E. Construction Fence: Contractor is required to fence site and provide an adequate level of safety and protection at all times during construction
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F. Damage: Promptly repair damages caused to adjacent facilities by demolition operations at no cost to Owner.

PART 2 - PRODUCTS
Not Applicable.

PART 3 - EXECUTION

3.01 GENERAL
A. Clearing and Grubbing: See Specification Section Site Clearing.

3.02 DEMOLITION
A. Pollution Controls:

1. Use water sprinkling, temporary enclosures, and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level.

2. Comply with governing regulations pertaining to environmental protection. Do not use water when it may create hazardous or objectionable conditions such as flooding.

3. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations, as directed by the Owner or governing authorities.

B. General: Remove above and below grade pavements, curbing and other conditions necessary to permit new construction and other work as indicated on the Drawings. Removal of underground pipe or conduit interfering with construction is included under this Section.

C. Damage: Return adjacent areas to condition existing prior to the start of the work.

D. Saw-cutting: Saw-cut all asphalt and concrete to interface with new planting or paving areas.

Concrete interfaces are to be saw-cut with a diamond tipped blade. Use the correct blade for the application as determined by the Blade Application Code for Diamond Saw Blades, 2004 edition, developed by the Masonry and Concrete Saw Manufacturers Institute.

3.03 WATER LINES
A. General:

1. Trench as required to access only those parts of the water line needed for new work.

2. Backfill and restore adjusted and adjacent areas to condition existing prior to the start of the work. Includes replacing removed turf with sod to match existing turf.

3.04 CLEAN-UP
A. Disposal Waste materials are defined as all materials generated by demolition or excavation that are not identified for salvage or re-use by the Owner. Dispose of waste materials legally off-site.

END OF SECTION
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SECTION 31 22 13

EARTHWORK AND GRADING
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Furnish all labor, material, equipment, tools, and incidentals necessary for Earthwork and Grading as shown on the Drawings and as specified in this Section. The work includes but is not limited to:

1. Rough grading and excavations

2. Providing, processing, placement, and compaction of any fill materials necessary to meet the designed lines and grades.

B. Related work includes but is not limited to:

1. Site Clearing

2. Demolition

3. Irrigation

1.03 STANDARDS AND DEFINITIONS
A. Unless otherwise shown or specified, all materials and methods shall conform to the appropriate current sections of the State of California Department of Transportation Standard Specifications (DTSS) as they reasonably apply to this work, except for measurement and payment requirements.

B. Applicable ASTM International Standards (latest revisions) as they apply to this work and related test methods, including:

1. D1557 Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort

2. D3740 Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

3. D4318 Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils C. Relative compaction: is defined as the in-place dry density of the compacted soil divided by the laboratory compacted maximum dry density determined in accordance with ASTM D1557, expressed as a percentage.

D. Finish Grade: is defined as the finished top surface of the soil after all grading and soil preparation activities, and prior to installation of mulch.

1.04 QUALITY ASSURANCE
A. Tolerances: No combination of high and low tolerances that compromise pavement cross-section shall be permitted. Final grades after compaction and/or excavation shall conform to the grades shown on the Drawings, with a maximum tolerance of 0.10 foot for non-paved areas and 0.05 foot for paved areas, plus or minus.

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B. Geotechnical Monitoring / Testing: Coordinate with the Owner’s Geotechnical Engineer for compaction testing for stone base under the new turf. At the Owner’s discretion, the Engineer may also monitor site excavations, placement of engineered fill, and trench backfill.

1.05 SUBMITTALS
A. Imported Engineered (Non-Expansive) Fill: Submit sieve analysis indicating source along with 1- gallon sample. Submit soil test indicating Plasticity Index per ASTM D4318. Testing Agency is to be accredited under ASTM D3740.

1.06 REVIEWS
A. Notify the Owner’s Representative at each stage of the operation indicated below and allow such reasonable time to observe excavation and trenching, and for testing and inspection as the Owner’s Representative may require. Do not proceed with any portion of the work until authorization has been received from the Owner’s Representative.

1. Site Preparation Review – Prior to any earthwork and grading.

2. Preliminary Review - After all rough grading is complete and sub-grade is prepared.

3. Each review shall be conducted only after all items pertaining to that review as noted above and in related Sections have been completed.

1.07 SPILLAGE AND DUST CONTROL
A. Spillage: Prevent spillage when hauling on or adjacent to any public street or highway. In the event that such occurs, remove all spillage and sweep, wash, or otherwise clean such streets or highways as required by local City and County authorities and/or the State of California, and in compliance with applicable Best Management Practices (BMPs).

B. Dust: Take all precautions needed to prevent a dust nuisance to adjacent public and private properties and to prevent erosion and transportation of soil to downstream of adjacent properties due to their work under this contract. Correct or repair any damage caused in this manner at no additional cost to the Owner.

PART 2 - PRODUCTS

2.01 MATERIALS
A. Fill Material: Selected inorganic on-site excavated sub-soil material is considered suitable engineered fill material, subject to prior approval by the Owner’s Representative. Engineered fills should comply with the following criteria:

1. Be predominantly granular, with an organic content of less than 3% by volume and should not contain rocks or clods larger than 6-inches in greatest dimensions and not more than 15% larger than 2.5-inches.

2. Have a sand equivalent greater than 20%

3. Have not more than 15% passing the 200 sieve.

4. Have a Plasticity Index not exceeding 12 for fill under foundations and paving areas. Fill under unpaved areas, should have a Plasticity Index not exceeding 15.

B. Sand: for bedding and backfill for underground utilities including water service lines shall conform to the sieve analysis below:

Sieve Size: Percent Passing:
#30 (600 um) At least 75%
#100 (150 um) Less than or equal to 5%
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C. Topsoil: the top layer of existing soil in planting areas, containing minerals and organic materials including humus. Depth of topsoil shall be taken to be 4-6 inches deep or as determined by the Owner’s Representative at the time of construction after clearing and grubbing. See Specification Section Site Clearing / Demolition.

1. Topsoil is a [ ] type.

2. At turf areas topsoil starts below the grass root zone.

3. At planting areas other than turf, topsoil starts below the mulch and organic matter layer.

4. Soil underneath paving and aggregate base areas shall not be considered as top soil.

D. Sub-soil: the remaining existing soil on the site after clearing & grubbing, after topsoil has been removed, and after all rocks over one cubic inch and all foreign debris and organic material have been removed.

1. Soil under paving and aggregate base areas can be considered as subsoil provided contamination testing as specified elsewhere in this section indicates that it is free of contaminants that are harmful to plant growth.

PART 3 - EXECUTION

3.01 GENERAL
A. Keep all excavations (including, pits, trenches, footings, etc.) entirely free from water. Protect excavations from rain or water from any source during construction. Use suitable pumping equipment or other means as required by the conditions. Continue pumping as necessary until the completion of the project. When operations are interrupted by unfavorable weather conditions, prepare areas by grading and compaction to avoid ponding and prevent surface drainage over fill slopes, in order to avoid erosion. Grading operations for erosion control shall be as approved by the Owner’s Representative. Once excavation and grading commence, do not allow surface drainage to flow onto adjacent properties.

B. Seasonal Limits: Do not place, spread, or roll fill material during unfavorable weather conditions.

When work is interrupted by heavy rains, do not resume fill operations until field density tests indicate the moisture content and density of fill meet the specified requirements and approved by the Owner’s Representative.

C. Unusual Conditions: In the event that any unusual soil conditions are encountered during grading operations, notify the Owner’s Representative immediately. Excavate and dispose of unsuitable material encountered below the natural grade as directed by the Owner’s Representative and paid for as Extra Work. Unsuitable material is defined in DTSS Section 19 Earthwork Clause

1.01B.

D. Provide satisfactory pollution and dust abatement and control measures continuously during the course of the work.

E. Utilize reclaimed water or dust palliatives if required by the applicable Water Conservation Ordinance.

3.02 TOPSOIL STOCKPILE & PROTECTION
A. Stripping: Strip the topsoil on the site after clearing and grubbing and stockpile it for future use in this project. Install topsoil in planting and turf areas as per finish grading directions in the Specification Section Soil Preparation. Stripping depth shall be as specified herein.

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3.03 SITE PREPARATION, EXCAVATION & GRADING
A. Depressions, voids, or unsuitable material encountered shall be excavated to expose firm soil as directed by the Owner’s Representative. Backfill and compaction to design grade shall be approved by the Owner’s Representative. When earthwork or trenching conditions are determined by the Owner’s Representative to be unsuitable material, perform the work as defined in DTSS Section 19-2.02 Unsuitable Material.

B. Excavation work shall include sloping and rounding tops and ends of excavations.

3.04 FILL PLACEMENT AND COMPACTION
A. Place the fill in maximum 6-inch lifts (compacted layers) and compact the fill by mechanical means only. Fill shall be conditioned, at time of compaction, to 1% to 3% above the optimum moisture content of the soil.

1. For non-porous paving, compact each lift to minimum 95% relative compaction.

2. For porous paving, compact each lift to 90% relative compaction.

3. Carry out and document field density tests to ensure proper compaction.

4. The placement and spreading of fill materials and its processing and compaction of fill materials by flooding, ponding, or jetting shall not be permitted without the prior approval of the Owner’s Representative.

3.05 SUB-GRADE PREPARATION
A. A minimum of 8-inches of the in-place sub-grade soil shall be scarified, moisture conditioned to 1%-3% above optimum value, and compacted to a relative compaction of at least 95% under all paving, concrete slabs-on-grade, asphalt concrete pavements, and foundations/footings. This depth of densified soils is in addition to additional fill material required to bring the sub-grade to grade.

B. Compact a minimum of 6-inch of sub-grade soil in all planting areas to maximum 85% relative compaction.

C. All soft or wet sub-grade soil encountered during earthwork and grading should be stabilized prior to placement of fill and further construction. This may involve scarifying and air-drying of the soil, or excavation and replacement of the wet soil with dry soil. Obtain prior approval of proposed method of stabilization from the Owner’s Representative.

3.06 TOPSOIL PLACEMENT
A. See Specification Section Soil Preparation for topsoil installation.

3.07 FINISH GRADING
A. Finish grade all areas, including those indicated to be planted on the Drawings, and remove all rocks and clods over one cubic inch. Grade all areas smoothly and uniformly. Repair all erosion damage during the construction period.

B. Unless otherwise shown on the Drawings, all soil finish grades shall be one-inch (1”) below finish surface of walks, pavements, and curbs.

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3.08 UTILITY TRENCHES
A. General: Trenching for underground piping, electrical conduits, etc. shall be done by the trade installing the pipe or conduit.

B. Excavation: Excavate trenches to the depth required for laying pipe or conduit plus required allowance for bedding material under the pipe. Over excavated areas shall be brought back to proper grade with compacted bedding material.

1. Excavate trenches wide enough to provide adequate working space to align and lay pipe or to construct the utility trench, make up and inspect joints, and allow placing and compaction of bedding material.

2. The maximum trench width at the top of the pipe shall not exceed the pipe outside diameter plus 12- inches on each side of the pipe.

C. Bedding and Backfill: Bedding shall extend upwards from the bottom of the trench to the extent shown on the Drawings.

1. Bedding for underground utilities including irrigation and solid drain lines shall consist of sub-soil or sand as defined herein.

2. Maintain near surface soils as uniform as possible with existing upper stratum soils when backfilling in planting areas.

3. Compact backfill to equal that of the adjacent prepared sub-grade as specified herein.

3.09 EXCESS SOIL DISPOSAL
A. Excess excavation material shall be disposed of at an off-site location, disposal facility to be approved by the Owner’s Representative. Pay for any analytical testing of the excess material that may be required by the disposal facility. These tests may include

1. CAM-17 Testing Waste for Hazardous Metals

2. BTEX (Benzene, Toluene, Ethylbenzene, Xylene) Test

3. TPH (Total Petroleum Hydrocarbon) Test

END OF SECTION
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SECTION 32 05 16

SYNTHETIC TURF BASE
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Work in this section includes, but is not limited to, providing all labor, materials, and equipment necessary for the complete installation of a stable, compacted, aggregate base layer, as shown on the Drawings.

B. Related Work:

1. Earthwork and Grading

2. Synthetic Turf System

3. Geotextile Fabric

1.03 STANDARDS
A. Unless otherwise shown or specified all materials and methods shall conform to the appropriate current sections of the State of California, Department of Transportation (CALTRANS) Standard Specifications, latest active edition, referred to herein as Standard Specifications, as they reasonably apply to this work, except for measurement and payment requirements.

1.04 DEFINITIONS
A. Relative compaction or compaction: is defined as the in-place dry density of the compacted soil divided by the laboratory compacted maximum dry density as determined by ASTM Test D1557 latest edition, expressed as a percentage.

1.05 SUBMITTALS
A. Contractor shall submit sieve analyses of the stone courses specified to verify conformance to these specifications. Submittals shall include testing from a certified laboratory or Geotechnical Engineer, at compaction percentages specified, and shall verify stone materials to be 100% fractured.

PART 2 - PRODUCTS

2.01 LEVELING MATERIAL
A. Stone base materials shall be washed, 100% fractured, by mechanical means, with elongated characters on each individual particle larger than 1/4”. Materials shall be devoid of mineral fines.

All particles smaller than 1/4” shall be produced by manufactured means only. Rounded sands or aggregates are prohibited.

B. Delivery Moisture Content: Processed stone shall contain 90% to 110% of the optimum moisture content to ensure that fines do not migrate in transit or during placement and to facilitate proper compaction. The contractor shall ensure that aggregate leaving the source plant meet this Lugo Park Soccer Field Rehabilitation Project
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requirement. The contractor is required to apply water to the processed stone on site to attain and maintain this minimum moisture content.

1. Stone base materials shall not be allowed to be stockpiled on site, except for that which is end dumped on field surface to be immediately spread into place. See paragraph 3.04 B, this section.

2. Maintain moisture content throughout installation. See paragraph 3.04 B this section.

C. Leveling Material: Limestone shall not be acceptable. Stone shall conform the following sieve:

Sieve Size

Percent Passing
½ inch 100%
3/8 inch 90%
No. 4 25%
No. 8 5%
Sand Equivalent:

72+
Durability: 60+
LA Rattler (CTM# 211) 100 Revs, less than or = 9%
500 Revs, less than or = 30%

2.02 AGGREGATE BASE
A. Delivery Moisture Content: Aggregate base is to contain 90% to 110% of the optimum moisture content to ensure that fines do not migrate in transit or during placement and to facilitate proper compaction. Ensure that aggregate leaving the source plant meets this requirement. Apply water to the aggregate base on site to attain and maintain this minimum moisture content.

B. Sieve: Caltrans Standard Specifications, Section 26, Class-2, 3/4" maximum.

Sieve
Sizes
Percentage Passing
1 ½ “Maxiumum ¾ “ Maximum
Operating
Range
Contract
Compliance
Operating
Range
Contract
Compliance
2” 100 100
1 ½ “ 90-100 87-100
1” 100 100
¾ “ 50-85 45-90 90-100 87-100
No. 4 25-45 20-50 35-60 30-65
No. 30 10-25 6-29 10-30 5-35
No. 200 2-9 0-12 2-9 0-12
Quality Requirements
Test Operating Range Contract Compliance
Resistance Value CTM 301 78 min.

Sand Equivalent CTM 217 25 or greater 22 to 25
Durability Index CTM 229 (Coarse
& Fine)
35 or greater
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PART 3 - EXECUTION

3.01 SITE EVALUATION
A. Contractor to verify that cleaning operations of organic material were sufficient to prepare for subgrade preparation.

3.02 EXCAVATION
A. A single benchmark shall be established prior to any excavation and maintained by a licensed surveyor of record during the entire construction process. The site shall be excavated to subgrade depth as indicated on the Drawings and specified in Section 312213, Earthwork and Grading.

B. In the event of over-excavation, select-fill material shall be used to achieve design sub-grade elevations. Select materials shall be as specified in Section 312213, Earthwork and Grading.

C. Proof roll and mark "soft spots" for additional compaction or correction. Use static tandem drumtype roller of not less than five (5) tons weight. Proof rolling operations shall be performed in the presence of the Architect.

3.03 SUB-GRADE
A. Verification: Verify sub-grade elevations of the finished sub-grade. The elevations shall conform to the elevations shown on Drawings.

B. Work Conditions: Prior to synthetic turf base construction, the sub-grade surface shall be uniform and free of rocks, depressions, voids, and irregularities.

C. Install geotextile fabric as specified in Section 320519 Geotextile Fabric, and as shown on the drawings.

3.04 AGGREGATE BASE AND LEVELING STONE INSTALLATION
A. General: Install the stone base as shown on the Drawings.

B. Handling and Placement:

1. Maintain optimum moisture content throughout the installation process.

2. Should any separation of the materials occur, during any stage of the spreading the Contractor shall immediately remove and dispose of segregated material and correct or change handling procedures to prevent any further separation. Double handling of materials shall not be allowed.

3. The Contractor shall utilize laser control equipment for the grading of the stone to ensure accuracy in the grade tolerances of +0" to -1/4".

4. Install processed stone base to the lines and grades shown on the drawings. Under no circumstance shall the material be pushed more than 30' from the point of discharge.

5. The Contractor shall shape the complete surface of the processed stone and continue until the deviation from the required elevation does not exceed a maximum deviation from grade of +0" to -1/4" in ten feet (10'), when measured in any direction using a 10' straight-edge.

6. Each layer shall be spread uniformly with equipment that will not cause perceptible separation in gradation (segregation of the aggregates), with a small laser controlled low ground pressure (LPG) dozer or box scraper.

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7. At the existing stone base, the Contractor may elect to use the leveling material to fill in low spots to achieve planarity. It is not intended as an entire field covering at any specific depth. Planarity is expected to be achieved on the ¾” minus permeable stone base. The leveling material is to allow for spots of depressions only.

C. Compaction and Planarity:

1. The processed stone shall be compacted to a minimum/maximum density of 95% as determined by ASTM D1557.

2. Proof-roll wherever possible and mark "soft spots" for additional compaction or correction.

Use static tandem drum-type roller of not less than five (5) tons weight. Proof rolling operations shall be performed in the presence of the Architect.

3. The finished surface shall not deviate (tolerance-to-grade) from designated compacted grade. This means that the surface shall not deviate more than 1/4" in 10' (any direction) when placed under a 10 foot straight edge. This tolerance is required over the entire field.

D. Deviations: Areas that deviate shall be marked with spray paint and corrected with the leveling material and rolled tight to achieve proper density. Such remedial actions shall be done by hand and rechecked by means of test procedures described above.

3.05 PROTECTION AND CLEAN-UP
A. Protect the installed aggregate base from contamination by the work of other trades until paving is installed.

B. Disposal: Upon completion of the work and transport excess material from the job site and dispose of in a legal manner.

END OF SECTION
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SECTION 32 05 19

GEOTEXTILE LINER
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Work in this section includes, but is not limited to, providing labor, material, and equipment necessary to install the geotextile fabric directly below the performance pad (on top of the rock base), as shown on the Drawings.

B. Related Work:

1. Earthwork and Grading

2. Synthetic Turf Base

3. Synthetic Turf System

1.03 SUBMITTALS
A. Submit a sample and product/test data of the proposed geotextile fabric prior to installation of the product.

1.04 STORAGE
A. The geotextile fabric shall be furnished in a protective wrapping which will protect the fabric from ultraviolet radiation and abrasion.

PART 2 - PRODUCTS

2.01 MATERIALS
A. The geotextile shall be:

1. Mirafi 550X, by Tencate

2. Or approved equal.

B. Other geotextiles may be submitted by a Contractor for approval. The submittal must include a sample of the proposed geotextile measuring no less than 1 square foot in area and the manufacturer's certification that the proposed geotextile meets or exceeds all requirements specified herein. All submissions must be made no later than 10 working days prior to the bid date. Geotextiles submitted after this deadline will not be accepted. Equivalency will be determined on the basis of the following:

1. The geotextile shall be a 6-8 oz. woven or non-woven product, composed of high-tenacity polypropylene yarns.

2. The geotextile shall be inert to chemicals commonly found in soil.

3. The geotextile shall conform to the Required Values* for mechanical and hydraulic properties listed below:

Property Required Value* Test Method
Tensile Strength 350-400 lbs. ASTM D-4632
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Tensile Elongation >20% ASTM D-4632
Trapezoidal Tear Strength 120-145 lbs. ASTM D-4533
Puncture Strength 1250 lbs. ASTM D-6241
Apparent Opening Size <=0.6 mm ASTM D-4751
Flow Rate 100-115 gal/min/ft² ASTM D-4491
*The Required Value refers to the minimum value, determined from any on test performed on any one sample, associated with the weaker principal direction of the geotextile fabric.

Therefore, the Required Values are absolute minimum values, not statistically derived "minimum average" or "average" values.

Tension testing machine with ring clamp; steel ball replaced with a 5/16" diameter solid steel cylinder with flat tip centered within the ring clamp.

C. The material shall be supplied in 12’ minimum wide rolls, when available.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Rock base: The geotextile shall be installed directly under the performance pad, and on top of the finished rock base, as shown on the Drawings.

B. The material shall be overlapped at all edges and head seams by 12" minimum.

C. Repair: Should the geotextile be damaged during construction, the torn or punctured section shall be repaired by placing a piece of fabric that is sufficiently large to cover the damaged area plus two feet of adjacent undamaged geotextile in all directions.

END OF SECTION
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SECTION 32 18 11

PERFORMANCE PAD
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Work in this section includes, but is not limited to, providing all labor, materials, and equipment necessary for the complete installation of the performance pad (referred to herein as the pad). Install the pad over entire stone base, as shown on the Drawings.

B. Related Work

1. Synthetic Turf Base

2. Geotextile Liner

3. Synthetic Turf System

1.03 DEFINITIONS
A. Relative compaction or compaction: is defined as the in-place dry density of the compacted soil divided by the laboratory compacted maximum dry density as determined by ASTM Test D1557 (Modified Proctor), latest edition, expressed as a percentage.

1.04 QUALITY ASSURANCE
A. Prospective bidders and/or installers of the performance pad shall be required to comply with the following:

1. The Contractor shall provide competent workmen skilled in pad installation. Sub-contract supervisory installation personnel are permitted as approved by the Architect.

2. The designated supervisory personnel on the project shall be certified by the manufacturers of the products as competent in the installation of these materials.

3. The manufacturers shall have these representatives on site to certify that the installation meets their specifications and standards.

1.05 SUBMITTALS
A. The successful bidder must submit to the owner’s representative, for the owner’s approval, the following items before the contract can be awarded.

B. Prior to the installation, the Contractor shall submit product data and a sample of all components of the pad system.

C. The Contractor shall provide, with the bid, a list of prior synthetic turf installations of similar types with pad, providing specific contacts and phone numbers.

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PART 2 - PRODUCTS

2.01 PERFORMANCE PAD
A. Acceptable manufacturers / systems, or approved equal:

1. ProPlay Sport 23 (to match existing), as available from Schmitz Foam.

2.02 GEOTEXTILE LINER
A. See section 320519 Geotextile Liner.

2.03 LEVELING FINES
A. See section 320516 Synthetic Turf Base for material and installation.

PART 3 - EXECUTION

3.01 JOB CONDITIONS
A. Existing rock base shall be completed as specified in Section 320516 Synthetic Turf Base, and as shown on the Drawings.

B. Timing of pad installation shall coincide with synthetic turf installation. No more than 20 yards of field coverage shall be installed of the pad product prior to installing synthetic turf.

3.02 LEVELING FINES INSTALLATION
A. See section 320516 Synthetic Turf Base for material and installation.

3.03 GEOTEXTILE LINER
A. See section 320519 Geotextile Fabric for product and installation.

3.04 PERFORMANCE PAD INSTALLATION
A. Install pad products per manufacturer’s instructions and as shown on the Drawings.

END OF SECTION
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SECTION 32 18 13

SYNTHETIC TURF SYSTEM
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. The work under this section includes, but is not limited to, the installation of the new (non-infilled) synthetic turf system, in-laid markings, perimeter termination, warranty, and maintenance equipment.

B. Related work includes but is not limited to:

1. Synthetic Turf Base

2. Performance Pad

1.03 SUBMITTALS
A. Installation Qualifications: The synthetic turf sub/contractor shall demonstrate experience on at least five (5) installations of the proposed material in the last year. The synthetic turf manufacturer shall certify the designated supervisory personnel on the project. A letter on the manufacturer’s letterhead shall be submitted affirming the sub/contractor as competent in the installation of the material, including seaming methods, in-laid markings, termination and proper installation of the product.

B. Synthetic Turf: The Contractor shall submit two (2) 12”x12” samples of synthetic turf proposed for this contract for approval of all colors, seaming materials, and layout of the system. The samples shall be reviewed as the product intended for use on the field. Along with the samples, product data shall be supplied, including turf product data, turf layout shop drawings with field markings and any colors, logos, and lettering.

C. Warranty: The Contractor shall submit a manufacturer’s warranty listing an eight (8) year guarantee for all labor, materials, workmanship, and services for the synthetic turf system, as specified herein.

D. Testing and Quality Control: Submit a copy of the results certified by an independent testing laboratory for the following tests performed on the synthetic turf system: All testing must be completed no more than 90 days prior to the turf installation.

Yarn Denier ASTM D-1577
Yarn Breaking Strength ASTM D-2256
Yarn Melting Point ASTM D-789
Pile Height ASTM D-418
Pile Weight ASTM D-418
Total Weight ASTM D-418
Backing Perforations ASTM D-418
Tuft Bind (without infill) ASTM D-1335
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Grab Tear Strength ASTM D-1682
Impact Attenuation ASTM F-355
Pill Burn Test ASTM D-2859
Specific Gravity ASTM D-792
Lisport Wear test
E. Maintenance and Operating Data: Submit a copy of maintenance and operating data for the synthetic turf system. Provide descriptions of all equipment recommended for the maintenance, repair, and citing activities not recommended relative to the warranty. Include maintenance recommendations for; coverings for special events, small repair procedures, minor seam repair, discussion of the precautions to be practiced, general maintenance, and uses to avoid to protect the turf system.

F. Site Acceptance: As a part of this contract, this contractor shall be responsible to oversee the installation of the base and drainage and to comment on any problems or conflicts that may be discovered. Upon completion of the base work, submit a letter confirming the site inspection has been performed, noting any discrepancies, problems and/or conflicts. A summary of certification of the acceptance of the base planarity shall be submitted. Continuing with the installation of the synthetic turf (without submittal of a written acceptance by the synthetic turf Contractor) over the base shall be considered as an approval of the base by the synthetic turf Contractor.

G. Gmax Testing Report: Perform and submit after installation of the field. See 1.08 B, C, 3, for additional information.

1.04 STANDARD SPECIFICATIONS FOR LAYOUT AND RULES
A. All markings shall be performed using selected colors of turf materials.

B. All markings and layout shall conform to the requirements set by the National Federation of State High School Associations (NFHS). See also paragraph 2.07.

1.05 DELIVERY, STORAGE AND HANDLING
A. Packing and Shipping: Deliver products in original unopened packaging with legible manufacturers’ identification. All materials shall be stored in a dry place out of the direct sunlight.

B. Bulk Materials: Deliver materials in clean, washed and covered trucks to eliminate contamination during transportation. On site stockpiling locations to be coordinated with the Owner. Stockpile only in areas free of debris and away from drainage routes. Cover all materials with plastic or geotextile if materials are to be stockpiled more than 48 hours.

C. Prior to the installation of any materials and immediately upon delivery of the synthetic turf system and components to the project site, the Contractor shall inspect/verify the following:

1. Damaged or defective items.

2. Appropriate turf pile height and roll lengths.

3. Uniformity of perforations.

4. Arrival of adhesives in sealed, dry containers.

1.06 FIELD SYSTEM HOLD HARMLESS
A. The contractor shall hold the Owner, Project Manager, and Field Consultant harmless from infringement of any current or future patent issued for the synthetic turf system, fibers, backings, Lugo Park Soccer Field Rehabilitation Project
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including performance pad (as required), installation methods and vertical draining characteristics. The successful Proposer will be required to submit a letter for consent from their surety. Surety will indemnify the requirements.

1.07 FIELD DIMENSIONS AND LAYOUT
A. The Contractor will be responsible for furnishing, setting and marking all lines, seams and markings for the field. The Contractor shall at all times maintain all necessary benchmarks and control points to locate all events and markings.

1.08 WARRANTY OF SYNTHETIC TURF SYSTEM
A. General:

1. The Contractor shall be required to issue a non-prorated guarantee for 100% of all labor, materials, workmanship, and services for the synthetic turf and markings for a period of eight (8) years, specified from a date of written acceptance of the work. This warranty will not be subject to pro-rating of the synthetic turf for any failure due to installation or materials. The turf surface wear will be determined by an independent consultant acceptable to all parties.
a. The Owner will notify the contractor in writing of any issues that require remedial work on the field area.
b. The Contractor shall respond to the notification within 48 hours of receipt and schedule any major defect or repair within 72 hours or as weather permits. c. The warranty requires that the contractor shall be required to perform all required repairs in a permanent and suitable manner as deemed necessary to maintain a safe playing condition at all times.
d. The warranty requires that in case of any major repair or replacement, the contractor is to schedule such work as to not interfere with the Owner’s primary use or schedule.
e. Any replacement or repair area shall match (as close as possible) the appearance of the existing turf.
f. Failure to service the requirements of this warranty will be charge to the contractor. g. Any defect caused by delamination, peeling, normal abrasion or raveling that is not in original conformance with the testing specifications shall be repaired or replaced at no cost to the Owner during this guarantee period.

2. In addition to the Contractor’s warranty, the contractor shall be required to submit the following documents in regard to the guarantee:
a. Provide an EIGHT (8) year warranty for the turf product from the manufacturer for all work performed under this contract.
b. Provide an EIGHT (8) year warranty for the fibers from the fiber manufacturer for all work performed under this contract.
c. Provide an EIGHT (8) year surfacing manufacturer and installer written guarantee for the synthetic turf.
d. Documents shall be submitted to the Owner prior to final payment.

3. The Contractor will be responsible for all tests that fail the specification. The Owner reserves the right to submit the surface to the above tests at any time during the length of the guarantee. Consideration will be given to the time and use of the surface.

4. This warranty does not cover excessive wear of the surface caused by misuse. The Owner will be given an instructions and caretaking procedures before final acceptance. This is to follow the maintenance guidelines as specified by the surfacing manufacturer.

5. The Warranty/Guarantee shall cover, in general, the usability of the turf system (and pad as required); accessories use characteristics and suitability of the installation. All items covered by the warranty are to be replaced or repaired with new materials, including installation at the sole expense of the warranting contractor for a period of eight (8) years Lugo Park Soccer Field Rehabilitation Project
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to the Owner from the date of substantial completion. The field materials shall be guaranteed for the designated uses as follows:
a. Marching Band
b. Football
c. Soccer
d. Physical Trustees exercises
e. Physical Trustees activities
f. Lacrosse
g. Field Hockey
h. Rugby
i. Pneumatic rubber tired maintenance and service equipment j. Pedestrian traffic and other similar uses

6. A principal of the applicable firm, duly authorized to make contracts, shall sign the turf contractor warranty. The term “contractor” contained herein means the firm furnishing the warranty. “Owner” is _______________. If the turf manufacturer of the synthetic turf system is not the same entity as the contractor, the warranty shall be co-signed by the manufacturer and the installation contractor.

B. Form of Warranty of the Synthetic Turf System

1. Contractor hereby warrants to the Owner, subject to the limitations and conditions set forth below, that its synthetic turf system consisting of the synthetic turf described as ____________________, the shock-absorbing under-pad (if necessary) described as _________________, and the adhesives used in the installation, are free from defects in material and workmanship and shall, for a period of eight (8) years from the date of acceptance by the Owner, remain serviceable for the activities as listed above.

2. Contractor warrants to the Owner that its synthetic turf materials shall not fade, fail, shrink, wrinkle or reflect excessive wear. Contractor shall, at their sole expense and cost, replace such areas of the synthetic turf system not performing to these standards for the life of the warranty.

3. Definitions:
a. The term “not fade” in the context of this warranty shall mean that the synthetic turf material remain a uniform shade of green or the other colors installed with no significant
b. The term “not fail” or “excessive wear” as used in the context of this warranty shall mean that the length and weight of the face yarn or pile material in the synthetic turf surface shall not have been decreased by more than 8% per year according to ASTM D418, nor exceed 20% during the warranty period. In the event that the synthetic turf materials do not retain its fiber height or shock absorbency and is consequently no longer serviceable during the warranty period, the Contractor shall, at their sole expense, replace such portions of the system that are no longer serviceable.
c. The term “serviceable” in the context of this warranty shall mean that the synthetic turf material shall have a maximum ‘”G” force value according to Procedure A, B, or C of ASTM F355, not exceed 110 G’s at any location upon installation and shall not exceed 140 G’s thereafter throughout the life of the warranty period. This shall be determined by conducting dynamic cushioning tests at the six field locations as required per ASTM F355 procedures. “G” force factor values to be determined at 70 degrees F. Any increase from 110 G’s to allowable 140 G’s maximum shall be at a relatively uniform rate not to exceed 10 G’s in any single year.

4. Where applicable, the fabric shall adhere firmly and completely to the under pad or seaming tape over the entire warranty period.

5. Contractor warrants to the Owner that the permeable synthetic turf system shall drain vertically a minimum of 14 inches precipitation per hour for a maximum of 24 hours continuously, without visible surface ponding.

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6. Contractor shall replace with new materials, at their sole expense, any damage to the synthetic turf system, which extends more than one meter beyond the location of foreign combustibles, which may ignite, and fire-damage the synthetic turf system. The Contractor shall not be held responsible for any incidental or consequential damages. These warranties and the Contractor’s obligations here-under are expressly conditioned upon; a. The Owner making all minor repairs to the synthetic turf system upon the discovery of the need for such repairs.
b. The Owner maintaining and properly caring for the synthetic turf system in accordance with the Contractor’s maintenance manual and instructions. c. The Owner complying with the dynamic and static load specifications established by the Contractor.

7. The warranty is not to cover any defect, failure, damage or undue wear in or to the synthetic turf system caused by or connected with abuse, neglect, deliberate acts, acts of God, casualty, static or dynamic loads exceeding Contractor’s recommendations.

8. Contractor shall examine the synthetic turf system at least once per year or in regards to any claim that the Owner makes to be present at any time, to analyze the results of all tests conducted by the Owner or others, and to conduct such tests of their own. Contractor shall not be responsible for any costs or expenses incurred by the Owner or others with respect to such tests, except the Contractor shall pay for costs of all tests and analysis conducted or directed by their representative. The annual testing will be at the expense of the Contractor and the results delivered to the Owner within 60 days of the testing.

9. In the event the Contractor does not respond to the Owner’s written notice within 10 days of receipt of the notice or does not submit, schedule and execute corrective work within 60 days (weather permitting), the Owner has the option of having the work performed at the expense of the Contractor.

10. The Contractor will be given 7 days notice in the form of a certified letter notifying the Contractor of the end of the 60 day scheduling period.

11. Sample form of warranty herein set forth is a suggested for use for the work under this section. Manufacturers’ standard form of warranty may be used provided conditions specified herein are incorporated. All claims by the Owner under this warranty must be made in writing to the Contractor’s address within 30 days after the Owner learns of the defect, giving rise to the claim. This warranty shall constitute a contract made in the State of California and shall be governed by the laws of that State.

PART 2 - PRODUCTS

2.01 SYNTHETIC TURF
A. The synthetic turf system shall be a vertically draining, permeable system consisting of a grasslike pile that shall be tufted into a double layer synthetic backing. The final coating shall be a polyurethane based material. All components must utilize North American extrusion. No materials in relation to yarn can come from overseas (Europe, Asia, Vietnam, China, etc) All yarns must be extruded in North America, and all raw polymers secured and produced in North America.

B. The synthetic turf shall be per section 2.05 and 2.06. Approved systems:

1. Tencate All Sport Ultra. Contact: Lawrence Hamocon, VPG, at 808-421-7080.

[email protected].

2. Sporturf. Contact: Greg Holloway 706-671-0029. [email protected] C. The entire system shall be resistant to weather, insects, rot, mildew, fungus growth and be nonallergenic and non-toxic. The entire system shall be constructed to maximize dimensional stability, to resist damage and normal wear and tear from its designated uses and to minimize the ultra-violet degradation.

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D. Include all labor, materials, equipment, transportation and services to install the complete, allweather synthetic turf system.

2.02 DYNAMIC CUSHIONING REQUIREMENTS OF THE SYNTHETIC TURF SYSTEM A. See paragraph 1.08 B, 3, c.

2.03 PERMEABILITY REQUIREMENTS OF THE SYNTHETIC TURF SYSTEM A. The combined turf system and pad shall drain vertically at a minimum of 14 inches of precipitation per hour for 24 hours continuously, without visible surface ponding.

2.04 SYNTHETIC TURF PILE SURFCE
A. The pile surface shall provide good traction in all types of weather with the use of conventional “sneaker type shoes” and composition, molded sole athletic shoes. The pile surface shall be suitable for both temporary and permanent line. Markings and permanent markings using a rubber base paint where applicable.

2.05 SYNTHETIC TURF SYSTEM MATERIAL COMPONENTS
A. Pile fibers shall resemble freshly grown, natural grass in appearance, texture and color (except for the color turf for markings).

B. Fibers shall be a combination of parallel slit film fibers and semi-textured and textured monofilament fibers.

C. The fibers are tufted through a two layer (one woven and one non-woven) synthetic backing material. K29 backing required.

D. The final coating, or secondary backing, shall be a moisture cured polyurethane. This backing shall be not less than 20 ounces. Latex backing material is not acceptable. The secondary backing, or polyurethane coating, shall be uniform and monolithic when cured.

E. If sewn, all turf seams shall be constructed of reinforced backing material or sewn with high strength polyester fiber cord. Sewn seams shall be a “double loop stitch” (bagger seams are not acceptable) type seam.

F. All glued seams shall have a 12” wide seaming tape of nylon or Mylar, fully coated with adhesive.

All seams shall not have any adhesive applied to any exposed fibers. All graphics or markings can be in-laid or cut-in.

G. All turf shall be perforated for drainage after the final backing coating. The perforations shall be not less than 1/4” in diameter and have a uniform spacing of not more than 4” on center.

Perforations shall be complete and full diameter for a minimum of 95% of each roll.

H. Any on-site perforations are to be inspected prior to installation of the product.

I. The turf shall be constructed and installed in minimum widths of 15 feet with no longitudinal or transverse seams, except for inlaid lines with a finished roll assembly. The seams shall be 15’-0” apart. Rolls that do not comply with the proper length or conform to the seaming diagram as submitted prior to the installation, shall be rejected from the site. No fitted pieces will be allowed to true alignment.

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2.06 TURF PERFORMANCE AND TEST REQUIREMENTS

1. Melting Point ASTM D789 128 degrees C.

2. Specific Gravity ASTM D792 .950 to .960

3. Breaking Strength ASTM D5034 Length 274 lbs./ft.

Width 395 lbs. /ft.

4. Coefficient of Friction ASTM D5034 Dry 1.15 Wet 1.00

5. Pill Burn Test ASTM D2859 8 Passed/0 Failed

6. Tuft Bind (without infill) ASTM D1335 9 lbs./sq.ft.

7. Pile Height ASTM D418 1.25” minimum, finished

8. Fiber Face Weight ASTM D418 100 oz./sq. yard total

9. Gauge Width ASTM D418 3/8”

10. Fiber Thickness ASTM D418 Slit film: 100 microns min Monofilament 145 microns min

11. Secondary Backing ASTM D418 20 oz. Non-filled Polyurethane (CLEAR)

12. Primary Backing CRB Polyester/Polypropylene/Mattex Fabrics, or equal

13. Total Product Weight: 125 oz/sy minimum

2.07 LINES AND MARKINGS
A. All lines and markings shall be installed as shown on the Drawings, and shall include all incidental markings required by the NFHS that may not be shown on the Bid and Shop Drawings.

B. All lines and markings shall be uniform in color, providing a sharp contrast with the turf color and shall have sharp and distinct edging. Markings shall be true and shall not vary more than 1/2” from specified width and location. Manufacturer is to guarantee that the synthetic fiber is adaptable to painted lines.

2.08 ADHENSIVE MATERIAL
A. Adhesive material to adhere the synthetic turf shall be:

1. 34-G adhesive as manufactured by Synthetic Surfaces, Inc. of Scotch Plains, NJ.

2. StaBond (one part adhesive), By StaBond adhesive, Gardena, CA.

3. Mapai Ultrabond PU 1K(single component), Mapai, Deerfield Beach, FL.

4. The adhesive shall be applied at the rate not to exceed 60 square feet per gallon.

B. The adhesive shall have the same warranty period as the synthetic turf system. All adhesives used in bonding the system together shall be resistant to moisture, bacterial and fungus attacks, and resistant to ultra-violet rays at any location upon installation.

PART 3 - EXECUTION

3.01 OWNER TESTING
A. The Owner reserves the right to submit any material, either before or after installation to any testing it deems necessary to satisfy the conditions of this contract.

B. Any material tested and found not in compliance with the contract will be rejected and replaced with material conforming to the specifications. This will be done at the sole expense of the contractor.

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C. Any testing performed by the Owner will be at the Owner’s expense. The contractor is responsible for the cost of all testing that fails.

3.02 TURF INSTALLATION
A. Perform all work in strict accordance to the drawings, shop drawings and manufacturer’s specifications and instructions.

B. Verification: The Contractor is responsible for the inspecting, verifying and completing all installed work of this section.

C. Weather Permitted Conditions: The Contractor shall not perform any work if any of the following conditions exist;

1. Ambient air temperatures are below 45 degrees F.

2. Material temperature falls below 45 degrees F.

3. Rain is forecast or falling

4. Conditions exist or are pending that will be unsuitable to the installation of the system.

D. Seams:

1. All panel seams shall be securely sewn using a double stitch bagger seam and/or glued to a backing material of nylon or mylar.

2. All panel seams spacing are to be held to a minimum of 15 feet unless prior approval of seaming diagram indicates a lesser panel.

3. All inlaid areas shall have full fastenings and no loose areas. At no time can pulling on the section separate the material.

4. All seams and inlaid areas shall be brushed thoroughly.

E. Turf Edges and Termination: All edges and ends of the turf shall be secured to the perimeter nailer. This termination shall be as detailed in the drawings and specifications. The turf shall be attached directly to the nailer utilizing galvanized fabric studs, placed at 8” intervals. The contractor shall submit a shop drawing of this termination detail prior to any work on the site.

3.03 LINES, MARKINGS AND IN-LAID TURF
A. See drawings for locations, widths, and colors of lines, in-laid turf, and (if applicable) logos.

3.04 GROOMING
A. After installation of the turf, all the lines, and perimeter termination, the Contractor shall groom the entire surface, slowly and deliberately. The speed of the grooming operation shall be no more than 2 miles an hour, to properly blossom the turf fibers and remove any wrinkles. Grooming shall be done with a minimum of 5 passes.

3.05 SURPLUS MATERIALS
A. Supply the additional following materials upon completion of installation:

1. Remnant turf material as accepted by the Owner.

2. Fifty linear feet of primary line color in 4-inch width.

3. Ten linear feet of secondary line color, logo and lettering colors in 4-inch width.

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3.06 TRAINING
A. Provide one four-hour onsite training session for the Owner’s maintenance staff for proper use of new or existing field maintenance equipment and proper long-term maintenance of synthetic turf system for warranty compliance. Training session shall be coordinated through the Owner.

Installer shall provide a small field utility vehicle suitable for towing maintenance equipment to demonstrate how equipment works for training session.

3.07 FINAL INSPECTION, SITE PROTECTION, AND GENERAL CLEANUP A. Final inspection: Once installation is complete, the entire surface shall be inspected, with particular attention to seams and edge attachments, by the Contractor, Project Inspector, Owner and Architect. Corrections shall be noted and rectified prior to Substantial Completion. Lines shall be checked for straightness, correctness and installation. Each sport lines and correct dimensions shall be verified. Entire area shall be checked for wrinkles, and planarity deficiencies.

B. The Contractor shall take special care to protect all field and stadium structures and utilities C. The site shall be kept clean and free of debris throughout the installation. Empty barrels, sacks, bags, and remnant materials shall be appropriately and legally stored or disposed of daily. Usable remnant materials of turf shall become property of the Owner. Store as directed by the Owner.

D. After completion of the entire project, all debris remaining that is not a part of the final project shall be removed from the site.

END OF SECTION
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SECTION 32 84 00

IRRIGATION
PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to the work of this Section.

1.02 DESCRIPTION OF WORK
A. Extent: Furnish all labor, material, equipment, tools, and incidentals necessary for the installation of a complete and operational automatic Landscape Irrigation system as shown on the Drawings and as specified in this Section. The work includes:

1. Trenching, excavation, backfill including base and backfill materials.

2. Connection to existing mainline.

B. Related work includes but is not limited to:

1. Earthwork and Grading

1.03 STANDARDS & DEFINITIONS
A. Unless otherwise shown or specified, all materials and methods shall conform to the applicable current sections of:

1. National Sanitation Foundation (NSF) Standard 61 Drinking Water System Components

2. California Code of Regulations (CCR) Title 24 Part 5 California Plumbing Code (CPC)

3. California Code of Regulations (CCR) Title 24 Part 3 California Electrical Code (CEC)

4. State of California, Department of Transportation (CALTRANS) Standard Specifications (DTSS), except for measurement and payment requirements.

5. South Coast Air Quality Management District's (SCAQMD) Laboratory Methods of Analysis for Enforcement Samples Method 316A for VOC content of PVC, CPVC, and ABS pipe cements, and adhesives.

B. ASTM International Standards (latest revisions) as they apply to this work and as referenced in this Specification, including related test methods:

1. D1557 Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort

2. D1784 Specification for Rigid PVC Compounds and Chlorinated Polyvinyl Chloride (CPVC) Compounds

3. D1785 Specification for Polyvinyl Chloride Plastic Pipe, Schedules 40, 80, and 120

4. D2241 Specification for Polyvinyl Chloride Pressure-Rated Pipe (SDR)

5. D2287 Specification for Non-rigid Vinyl Chloride Polymer, Copolymer Molding, &Extrusion Compounds

6. D2464 Specification for Threaded Polyvinyl Chloride Plastic Pipe Fittings, Schedule 80

7. D2466 Specification for Polyvinyl Chloride Plastic Pipe Fittings, Schedule 40

8. D2467 Specification for Polyvinyl Chloride Plastic Pipe Fittings, Schedule 80

9. D2564 Specification for Solvent Cements for Polyvinyl Chloride Plastic Piping Systems

10. D2609 Specification for Plastic Insert Fittings for Polyethylene Plastic Pipe

11. D2672 Specification for Joints for IPS PVC Pipe Using Solvent Cement

12. D2737 Specification for Polyethylene (PE) Plastic Tubing

13. D2855 Standard Practice for Making Solvent-Cemented Joints with Polyvinyl Chloride Pipe and Fittings
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14. D3350 Specification for Polyethylene Plastics Pipe and Fittings Materials

15. F656 Specification for Primers for Use in Solvent Cement Joints of Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings

16. F690 Standard Practice for Underground Installation of Thermoplastic Pressure Piping Irrigation Systems

17. F1498 Specification for Taper Pipe Threads 60° for Thermoplastic Pipe and Fittings

18. F1970 Specification for Special Engineered Fittings, Appurtenances or Valves for use in PVC or CPVC Systems
C. ANSI / AWWA Standards (latest revisions) as they apply to this work and related test methods.

D. All materials and methods shall conform to the applicable standards of the following organizations:

1. American Society of Irrigation Consultants (ASIC) Design Guidelines for Earth Grounding Electronic Equipment in Irrigation Systems

2. American Society of Mechanical Engineers (ASME) Standards

3. American Welding Society (AWS) Specifications

4. Copper Development Association: Copper Tube Handbook.

5. Manufacturers Standardization Society (MSS) Standards

6. National Electrical Manufacturers Association (NEMA) Standards

7. Underwriters Laboratories (UL) Standards
E. Relative compaction: is defined as the in-place dry density of the compacted soil divided by the laboratory compacted maximum dry density determined in accordance with ASTM D1557, expressed as a percentage.

F. Slope: as defined for installation of sub-surface drip irrigation, emitters low-flow bubblers, and tree bubblers on the uphill side of a plant or tree is any gradient in excess of 5%.

1.04 QUALITY ASSURANCE
A. Materials: All materials shall be new and of the best quality available unless otherwise specified.

Manufacturer shall be clearly marked on all material, containers, or certificates of contents for inspection.

B. Codes: Install and test irrigation system in accordance with applicable codes and manufacturer's specifications
C. Guarantee: Guarantee irrigation system installation for 12-months from the date of acceptance by the Owner.

D. Warranty: All products supplied will be supplied with a 12-month warranty, unless otherwise noted.

1.05 SUBMITTALS
A. General:

1. Product data: all specified irrigation equipment, including any proposed substitutions.

B. Close-out Documentation: As specified elsewhere in this Specification Section

1.06 REVIEWS
A. Review – Main-line layout, trenching, pressure-test, flushing of main-line. Valve box and quick coupler locations.

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B. Final Review: after completion of work.

C. If not part of a regularly scheduled Owner-Architect-Contractor site meetings, then specifically request the above reviews at least (5) five days in advance prior to progressing with the work.

D. Each review will be conducted only after all items pertaining to that review as noted above and in related Sections have been completed.

1.07 DELIVERY, STORAGE AND HANDLING
A. General: Exercise care in loading, unloading, storage, and handling of pipe, fittings, and irrigation equipment.

B. Remove any pipe / fittings that have been cracked, dented, or otherwise damaged from the site.

If installed, replace pipe / fittings with undamaged pipe / fittings as directed by the Owner’s Representative at no additional cost to the Owner.

PART 2 - PRODUCTS

2.01 PLASTIC PIPE AND FITTINGS
A. Unless otherwise noted:

1. Lateral lines: Schedule-40 PVC, solvent weld joints.

2. Mainline up to 2” diameter: Schedule-80 PVC, solvent weld joints.

3. Lateral line threaded / solvent weld fittings: Schedule 40 PVC.

4. Mainline threaded / solvent weld fittings and unions: Schedule 80 PVC.

5. Risers and nipples: Schedule 80 PVC, molded thread. Machine threaded nipples will not be permitted.

2.02 CEMENTS, SEALANTS, AND PRIMERS
A. Unless otherwise noted:

1. Pipe Thread Sealant: low VOC, slow-drying, soft-setting multi-purpose sealant, Weld-On All Seal by IPS Corporation or approved equal. Do not use Teflon / PTFE tape.

2. PVC cement: low VOC, high strength, heavy bodied, medium setting, solvent weld cement, ASTM D2564, Weld-On 711 by IPS Corporation or approved equal. Do not use fast setting cements.

3. Primer: low VOC, industrial strength primer, ASTM F656, Weld-On P-70 by IPS Corporation or approved equal.

4. Paint: Krylon Fusion spray paint for plastics, for PVC pipe only where approved by the Owner’s Representative to be installed above grade.

5. PVC Flex-hose glue: low VOC, medium bodied, fast setting solvent cement, ASTM D2564, Weld-on 795 Flex-PVC cement or approved equal.

6. Ensure that cans of solvents and primers have labels intact and stamped with the date of manufacture. Do not use cans dated over 1-year old. Do not thin solvents and primers.

2.03 SAND
A. Bedding sand for irrigation mainlines:

Sieve Size: Percent Passing:
#30 (600 um) At least 75%
#100 (150 um) Less than or equal to 5%
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2.04 SLEEVING
A. Sleeves: As shown and/or noted on the Drawings and specified elsewhere in this Specification Section.

2.05 MARKING TAPE
A. General: Christy’s 3-inch-wide detectable marking tape - blue with black text “Caution Irrigation Line Buried Below”.

2.06 VALVE BOXES
A. General: Pre-cast plastic with bolt-down covers free of all cracks, chips or structural defects.

1. Size: valve boxes as required by equipment plus adequate clearance to operate valves and remove assemblies for maintenance – unions at the ends of the assemblies should be fully accessible by hand. For drip irrigation valves, size the box so that with the filter assembly mounted sideways or pointing down as shown on the Drawings, the cover and filter insert can be easily removed for cleaning. Box size suggestions, to be verified in field:
a. Remote control valve only: standard size box
b. Remote control valve with shut-off valve: standard size box c. Drip irrigation valve assembly only: standard size box d. Drip irrigation valve assembly with shut-off valve: jumbo sized box

2. Rodent screen: welded wire mesh, hot-dip galvanized, size as shown on the Drawings.

3. Color: unless otherwise noted on the Drawings: Green for turf areas. Black for shrub / groundcover / mulch areas.

B. Models / Types:

1. Shrub / groundcover / mulch areas: Carson, Rainbird PVB Series, NDS Standard Series (Commercial) or approved equal.

2. Turf areas: ribbed / reinforced lids capable of withstanding the loads of ride-on lawn mowers. Carson TrussT Line, Rainbird VB Series, NDS Pro Series Plus or approved equal.

3. Vehicular paving: concrete with traffic rated lids.

2.07 IRRIGATION EQUIPMENT
A. General: Supply and install irrigation equipment as shown on the Drawings, or approved equal.

PART 3 - EXECUTION

3.01 GENERAL
A. Acceptance of Work: Complete site grading to specified tolerances before trenching. Verify the existing conditions on site and the removal and or reinstallation required making the grades.

B. Existing Utilities: Verify location of all on site utilities prior to trenching. Notify Owner’s Representative by telephone and in writing of any conflicts prior to installation. Restore damaged utilities as directed by the Owner’s Representative at no additional cost to the Owner.

C. Coordination: Coordinate trenching as required with trenching contractor as well as with any other trades affected by irrigation installation. Coordinate installation of pipe and other irrigation equipment with other existing and proposed utilities and planting locations.

D. Grading: Install all irrigation features to their finished elevation and at depths indicated.

E. Finish Grade: Unless otherwise noted, set all heads at and perpendicular to, finish grade.

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F. As-Built Conditions: regularly update a print of the system and any changes made to the system throughout the project. See Valve Stationing requirements elsewhere in this Specification.

G. Unusual Conditions: Immediately notify the Owner’s Representative in the event that any unusual soil conditions are encountered during irrigation trenching operations. Excavate unsuitable material encountered below the natural grade and dispose of as directed by the Owner’s Representative. Unsuitable material is defined in Section 19 Earthwork Clause 1.01B of the CALTRANS Standard Specifications.

H. Hazardous Materials: In the event existing asbestos pipe is encountered and needs to be modified and/or removed, comply with the requirements of Federal (OSHA) regulations, and California Code of Regulations Title 8 (Cal/OSHA).

3.02 INSTALLATION – TRENCHING & PIPE
A. Point of Connection: below grade. Connect to existing mains and plumb remaining irrigation system.

B. Excavation:

1. Depth – excavate trenches for mainline, sleeves, and laterals to the depth required for laying pipe or conduit, plus depth of additional bedding if required as noted below.

2. Level bottom of trenches for a smooth flat grade, and excavate bell holes where necessary to ensure that pipe rests for entire length on smooth, solid ground.

3. For pipes 4” dia. and less: depth of pipe and bedding as shown on the Drawings

4. For pipes greater than 4” dia. – depth of pipe and bedding as shown on the Drawings, or 6” below bottom of pipe whichever is greater.

5. Width – excavate trenches wide enough to provide adequate working space to align and lay pipe or to construct the trench, make up and inspect joints, and allow placing and compaction of bedding material.
a. Maximum trench width at the top of the pipe is the pipe outside diameter plus 12- inches on each side of the pipe.
b. Multiple pipes in a joint trench require 12-inches beyond the outermost pipes on each side.

6. Additional bedding: Should rock or other unsuitable material be encountered, excavate to 6" below bottom of pipe and replace with well tamped and compacted approved backfill material or sand before laying pipe.

7. Maintain excavations free of water while installing pipe and until backfilled.

8. Install marking tape on all sections of mainline.

C. Bedding: Install bedding upwards from the bottom of the trench to the extent shown on the Drawings.

1. Bedding material for any trench including a mainline: compacted sand as specified elsewhere in this Specification.

2. Bedding material for trenches with lateral lines and/or electrical conduits only: approved backfill material as noted below.

3. All bedding is to be compacted to the same requirements as backfill. Mechanical compaction may be necessary to achieve this required density.

D. Backfill: Cover no joints until system has been pressure tested and approved by the Owner’s Representative.

1. Backfill material: selected on-site excavated/sub-soil material, imported sandy soils, subject to prior approval by the Owner’s Representative. Backfill with potentially damaging rocks and debris is not permitted.

2. When piping has been installed, tested, inspected, and approved, backfill excavations in layers not exceeding 8"(loose thickness prior to compaction). Moisten and machine tamp as required.

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3. Planting areas including mulch only areas:
a. Below the top 6-inches: backfill material as specified b. In the top 6-inches, use on-site adjacent near surface soils and remove all rocks and clods over 1 cubic inch, as well as all construction aggregates and construction gravel. In turf areas, remove all rocks over ½ cubic inch. c. Install backfill and compact in layers noted above to maximum 85% relative compaction for the full depth of the trench, with the exception of slopes greater than 3:1 or engineered embankments which require 90% relative compaction below the top 6-inches of soil.
d. At existing planting areas maintain upper layer of backfill as uniform as possible with upper stratum of existing soils. Restore the ground to the pre-construction condition.

4. Paving areas:
a. Backfill material as specified or aggregate base matching that under paving. b. Condition backfill at time of compaction, to 1% to 3% above the optimum moisture content of the soil, and compact each lift to minimum 95% relative compaction. c. At existing paving areas, restore the paving to the pre-construction condition.

5. After backfilling, remove surplus soil from the Owner's property and dispose of legally or as directed by the Owner’s Representative.

E. Pipe: pipes shown parallel on the Plan may be installed in a common trench. Where required, snake pipe from side to side when trench exceeds 30 feet in length.

1. Install pipes in planting areas including those shown schematically adjacent or parallel to such areas.

2. Install all changes in depth of pipe using 45 degree fittings.

F. Sleeves: install sleeves for all wiring and irrigation lines to be placed (with ends clearly marked above grade) under driveways and walks prior to their construction.

1. Install sleeves minimum 24” under paving.

2. Extend sleeves a minimum of 12-inches into planting areas.

3. Install all wiring in a separate sleeve.

4. Install temporary PVC caps to prevent intrusion of earth/debris prior to installation of pipes / wire.

5. For longer lengths of sleeve (> 15’-20’) with multiple pipes, consider installing pipes along with sleeve and connecting later.

6. Install removable non-decaying plugs, expanding insulation foam, grout, or equal, at ends of sleeves and conduits to prevent entrance of earth and roots.

G. Fabrication: Install all manifolds in a neat and orderly manner, for ease in maintenance operations. Install manifolds to allow valve boxes to be parallel to each other and to adjacent walls, walks, and curbs. Cuts and joints shall be free of burrs, smooth and minimum in quantity.

H. Flushing of System: After installation of pipes and risers, but before installation of sprinkler heads, tree bubblers, and/or drip irrigation emitters, thoroughly flush the system to remove any foreign material in the pipes.

1. Flush the system in the presence of the Owner’s Representative.

2. Flush mainline and sprinkler portions of the system using full water main pressure.

3. Flush drip irrigation filters prior to flushing downstream drip irrigation using drip system design pressure.

4. Flush downstream drip irrigation via flush ports using drip system design pressure.

5. After flushing, backfill and settle soil. Rake smooth to match surrounding grade.

3.03 INSTALLATION – EQUIPMENT
A. General: Install irrigation equipment as shown on the Drawings Lugo Park Soccer Field Rehabilitation Project
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B. Valve Boxes: Install valve boxes so that the top of box is ½” above finish grade in turf areas and 1-½” above finish grade in mulched areas. Install valve box assembly in ground cover / shrub and not in hard paved areas. Install in lawn area only if groundcover does not exist adjacent to lawn.

1. Install valve box so that it does not rest on or touch the pipe or equipment in any way.

2. Label valve box lids with the valve station number / ID# using a weather resistant method.

Plastic valve box lids may be labeled using a branding tool / branding iron.

3. Install a Valve ID tag, with the valve station number clearly marked with weatherproof method, to each remote control valve, attached by means of a weatherproof tie.

3.04 PRESSURE TEST
A. General:

1. Notify the Owner’s Representative a minimum of two (2) working days prior to pressure test.

2. Furnish all equipment and temporary connections required for tests at no additional cost to the Owner.

3. Exercise caution in filling the system to prevent excessive surge pressure and water hammer.

4. Test pipe subject to continuous water pressure (pressure lines) at 125 lbs. of hydrostatic pressure for two hours with a maximum 5 PSI drop.

5. Repair any leaks, if necessary, and re-test.

6. Have the Owner’s Representative visually inspect the pressure gauge at the start and end of the test period, without which the test will not be approved.

B. Closing in Un-inspected Work: Pay all costs necessitated by requiring opening, restoration and correction of all work closed in or concealed before inspection, testing as required and approval by Owner’s Representative. Notify Owner’s Representative 48 hours in advance of required testing.

3.05 HARDWARE
A. Provide the Owner at the in-service meeting the following:

1. Quick Couplers – 2 quick coupler key / hose swivels

3.06 CLEAN-UP
A. Keep the project area clean on a daily basis, removing debris from the site.

END OF SECTION
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APPENDIX C - PROJECT CUTSHEETS
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365 South Holland Drive Pendergrass, GA 30567
Tel +1 706 693 2226 www.tencategeo.us
Solmax is not a design or engineering professional and has not performed any such design services to determine if Solmax’s goods comply with any project plans or specifications, or with the application or use of Solmax’s goods to any particular system, project, purpose, installation, or specification.

FGS000014 ETQR19

MECHANICAL PROPERTIES TEST METHOD UNIT

MINIMUM AVERAGE

ROLL VALUE
MD CD
Grab Tensile Strength ASTM D4632 lbs (N) 270 (1202) 270 (1202) Grab Tensile Elongation ASTM D4632 % 15 15
Trapezoid Tear Strength ASTM D4533 lbs (N) 100 (445) 100 (445) CBR Puncture Strength ASTM D6241 lbs (N) 1000 (4450)

MAXIMUM OPENING SIZE
Apparent Opening Size (AOS) ASTM D4751 U.S. Sieve (mm) 40 (0.425)

MINIMUM ROLL VALUE
Permittivity ASTM D4491 sec-1 0.05
Flow Rate ASTM D4491 gal/min/ft² (l/min/m²) 4 (163)

MINIMUM TEST VALUE
UV Resistance (at 500 hours) ASTM D4355 % strength retained 70

PHYSICAL PROPERTIES UNIT ROLL SIZE
Roll Dimensions (width x length) ft (m) 12.5 x 360 (3.8 x 110)

17.5 x 258 (5.3 x 78.7)
Roll Area yd² (m²) 500 (418)
Roll Weight lbs (kg) 208 (94)
MIRAFI 550X
MIRAFI® 550X is a woven geotextile composed of polypropylene fibers, which are woven into a stable network such that the fibers retain their relative position. MIRAFI 550X is inert to biological degradation and resists naturally encountered chemicals, alkalis, and acids. MIRAFI 550X meets AASHTO M288 Strength Classes 2 % 3 for Elongation < 50%.

TenCate Geosynthetics Americas (A Solmax Company) is accredited by Geosynthetic Accreditation Institute – Laboratory Accreditation Program (GAI-LAP).

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Schedule 80 PVC Industrial Products & Accessories
True Union 2000 Industrial Ball Valves
Socket Style SR Threaded Style 6" Lever Handle Style
Pressure Rating @ 73°F (23°C), Water
1/2" - 4" 235 psi
6" - 8" 150 psi
All Flanged 150 psi
Maximum Service Temperature
PVC = 140°F (60°C)
Temperature/Pressure De-ratings Apply
Rated for Vacuum Service
Note: Standard 6" Valve uses lockout type Lever-Style Handle for proper leverage. Non-locking T-Handle is more compact, but will increase difficulty of operation.

True Union 2000 Industrial Ball Valves have Built-in Handle Lockouts (except 6" T-Handle Option) All Valves Assembled with Silicone-Free, Water Soluble Lubricant Contact Spears® for Pricing on Custom Elastomer Seals
See Ball Valve Accessories & Repair Kits Section for Additional Options and Features PVC Industrial
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Threaded & Socket Ends
1/2 1829-005

49.69 1839-005

55.27 1 18 600
3/4 1829-007

58.80 1839-007

65.41 1 18 600
1 1829-010

70.02 1839-010

77.99 1 12 600
1-1/4 1829-012

96.86 1839-012
123.64 1 8 600
1-1/2 1829-015
116.67
1839-015
129.52 1 8 600
2 1829-020
153.96
1839-020
169.54 1 4 600
Socket Ends
2-1/2 1822-025
295.95
1832-025
401.01 1 0 601
3 1822-030
390.18
1832-030
433.54 1 0 601
4 1822-040
659.24
1832-040
732.49 1 0 601
6 1822-060
1424.09
1832-060
1580.38 1 0 612
8 1822-080
1894.05
1832-080
2101.91 1 0 612
8" Venturied valves are 6" ball valves fitted with 6x8 end connector adapters.

Threaded Ends
2-1/2 1821-025
295.95
1831-025
401.01 1 0 601
3 1821-030
390.18
1831-030
433.54 1 0 601
4 1821-040
659.24
1831-040
732.49 1 0 601
6 1821-060
1424.09
1831-060
1580.38 1 0 612
SR Threaded Ends
1/2 1821-005SR

50.75 1831-005SR

56.36 1 18 600
3/4 1821-007SR

61.36 1831-007SR

68.00 1 18 600
1 1821-010SR

72.59 1831-010SR

80.56 1 12 600
1-1/4 1821-012SR
104.58
1831-012SR
131.37 1 8 600
1-1/2 1821-015SR
124.98
1831-015SR
137.82 1 8 600
2 1821-020SR
162.95
1831-020SR
178.36 1 4 600
2-1/2 1821-025SR
320.13
1831-025SR
425.16 1 0 601
3 1821-030SR
414.37
1831-030SR
457.72 1 0 601
4 1821-040SR
687.47
1831-040SR
760.73 1 0 601
6 1821-060SR
1464.37
1831-060SR
1620.63 1 0 612
PVC Industrial
Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Spigot Ends
1/2 1827-005

49.69 1837-005

55.27 1 18 600
3/4 1827-007

58.80 1837-007

65.41 1 18 600
1 1827-010

70.02 1837-010

77.99 1 12 600
1-1/4 1827-012

96.86 1837-012
123.64 1 8 600
1-1/2 1827-015
116.67
1837-015
129.52 1 8 600
2 1827-020
153.96
1837-020
169.54 1 4 600
2-1/2 1827-025
295.95
1837-025
401.01 1 0 601
3 1827-030
390.18
1837-030
433.54 1 0 601
4 1827-040
659.24
1837-040
732.49 1 0 601
6 1827-060
1424.09
1837-060
1580.38 1 0 612
Flanged Ends
1/2 1823-005

71.08 1833-005

75.81 1 8 600
3/4 1823-007

90.04 1833-007

97.95 1 8 600
1 1823-010
108.98
1833-010
117.21 1 8 600
1-1/4 1823-012
127.97
1833-012
142.17 1 8 600
1-1/2 1823-015
161.16
1833-015
175.36 1 4 600
2 1823-020
256.61
1833-020
272.17 1 0 600
2-1/2 1823-025
473.91
1833-025
481.75 1 0 601
3 1823-030
523.81
1833-030
650.35 1 0 601
4 1823-040
1053.20
1833-040
1220.83 1 0 601
6 1823-060
2242.47
1833-060
2600.11 1 0 612
8 1823-080
2982.48
1833-080
3458.14 1 0 612
8" Venturied valves are 6" ball valves fitted with 6x8 end connector adapters.

PVC 6" Industrial T-Handle Valve Option (Non-Locking)
NOTICE: T-Handle is more compact, but will greatly
increase difficulty of operation.

Size EPDM FKM Std
Pk
Mstr
Pk
Disc
Code
Socket Ends
6 18226-060
1424.09
18326-060
1580.38 1 0 612