02_P2699003__Sample_Contract_Exhibits.pdf

STATE OF CALIFORNIA - DEPARTMENT OF GENERAL SERVICES

STANDARD AGREEMENT

STD 213 (Rev. 04/2020)

AGREEMENT NUMBER

P2699003 PURCHASING AUTHORITY NUMBER (If Applicable)

SCO ID: 3600-P2699003

1. This Agreement is entered into between the Contracting Agency and the Contractor named below:

CONTRACTING AGENCY NAME

California Department of Fish and Wildlife (CDFW)

CONTRACTOR NAME

TBD

2. The term of this Agreement is:

START DATE

Upon DGS Approval

THROUGH END DATE

March 31, 2027

3. The maximum amount of this Agreement is:

Written Dollars and Cents ($XX,XXX.XX)

4. The parties agree to comply with the terms and conditions of the following exhibits, which are by this reference made a part of the Agreement.

Exhibits Title Pages

Exhibit A Scope of Work 6

Exhibit A1 Scope of Work Continued 24

Exhibit B Budget Detail and Payment Provisions 4

Exhibit C * General Terms and Conditions (GTC 02/2025) *

Exhibit G Additional Provisions (Public Works) 20

STD 18 Standard California Nondiscrimination Construction Contract Specifications 2

Drawings Dated: 01/14/2026H16-2025-001 2 Sheets

Items shownwith an asterisk (*), are hereby incorporated by reference andmade part of this agreement as if attached hereto.

These documents can be viewedat https://www.dgs.ca.gov/OLS/Resources

INWITNESSWHEREOF, THIS AGREEMENTHASBEEN EXECUTEDBYTHE PARTIES HERETO.

CONTRACTOR

CONTRACTOR NAME (if other than an individual, state whether a corporation, partnership, etc.)

TBD

CONTRACTOR BUSINESS ADDRESS CITY STATE ZIP

PRINTED NAME OF PERSON SIGNING TITLE

CONTRACTOR AUTHORIZED SIGNATURE DATE SIGNEDSam ple

STATE OF CALIFORNIA - DEPARTMENT OF GENERAL SERVICES

STANDARD AGREEMENT

STD 213 (Rev. 04/2020)

AGREEMENT NUMBER

P2699003 PURCHASING AUTHORITY NUMBER (If Applicable)

SCO ID: 3600-P2699003

STATE OF CALIFORNIA

CONTRACTING AGENCY NAME

California Department of Fish and Wildlife

CONTRACTING AGENCY ADDRESS

1010 Riverside Parkway

CITY

West Sacramento

STATE

CA

ZIP

95605

PRINTED NAME OF PERSON SIGNING

Yujie Jin

TITLE

Branch Chief, Land & Facilities Engineering Branch

CONTRACTING AGENCY AUTHORIZED SIGNATURE DATE SIGNED

CALIFORNIA DEPARTMENT OF GENERAL SERVICES APPROVAL EXEMPTION (If Applicable)

Sam ple

REVISE WATER SYSTEM P2699003

CONTRACTOR

EXHIBIT A – SCOPE OF WORK

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1. Description:

Provide all labor, tools, equipment, materials, incidentals, permits and taxes necessary to replace a submersible well pump, pump controller, pump house appurtenances, replace one and a quarter inch (1 ¼”) water main with two-inch (2”) water Main, fire flow testing and other miscellaneous work.

2. Location of Services:

Services shall be performed at Merced River Hatchery, 4998 Robinson Road, Snelling, CA 95369, Merced County

3. Contract Term Date:

Upon DGS approval through March 31, 2027.

4. Time of Completion:

Construction shall be completed within FORTY (40) WORKING DAYS following the official “Notice of Start Date” from CDFW to the Contractor to commence construction. CDFW may approve additional working days for delays caused by unexpected events or circumstances including but not limited to supply chain disruption and inclement weather. Contractor must advise Contract Manager IN WRITING of any unexpected events or circumstances and obtain CDFW approval for any time extension.

5. License Required:

A – General Engineering Contractor, or B – General Building Contractor, with C-57 – Well Drilling Contractor for well pump replacement

6. Items of Work:

All items of work on the contract form are to be complete in place. In addition, the specified items shall be in accordance with the following and shall include as well as furnish all labor, tools, equipment, materials, permits and taxes necessary to:

Item 1 - Remove existing well pump and replace with new well pump and variable speed controller as per plans and specifications.

Item 2 - Replace existing one and a quarter inch (1 ¼”) PVC Water Main with new two-inch (2”) PVC water main.

Item 3 - Revise pump house and equipment based on new plans to upsize from one and a quarter inch (1 ¼”) PVC to two-inch (2”) PVC.

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Item 4 - Install new six thousand (6,000) gallon galvanized fire water storage tank and connect new two-inch (2”) PVC water pipe.

Item 5- Water testing as necessary to verify the new fire sprinkler supply at new modular home meets Fire Marshal requirements.

Item 6 - Contingencies are for changes due to unforeseen items of work, and/or adjustments in the quantities of items bid on a unit price basis, as may be determined, and allowed by the Contract Manager. The total amount to be paid under this item may be from zero (if no changes are allowed) to the full amount, as determined by the Contract Manager.

7. The Project Officials during the term of this agreement will be:

CDFW Project Officials Contractor Project Official(s) Project Director

Name: XXX Contractor Phone: (XXX) XXX-XXXX

Email: XXXXXXXXXX

Contract Manager Name: Scott Murata Phone: (916) 764-1987 Email: Scott.Murata@wildlife.ca.gov

Address: XXXXXXXXXX

8.

Address: 1010 Riverside Parkway West Sacramento, CA 95605

General:

The Contractor shall visit and determine the actual condition of the site prior to submitting the quote and shall familiarize themselves of the work in place. Contractor shall investigate conditions character, quality and quantity of surface, and sub-surface materials of obstacles to be encountered. Failure by the Contractor to acquaint himself/herself with site conditions and available information will not relieve him/her from the responsibility for assessing properly the difficulty or cost of successfully performing the work. The submission of a quote will be considered as conclusive evidence that the Contractor has made such examination. No claim of the Contractor shall be made as a result of different physical conditions of any item or exposed work if such condition is exposed and present at the time of inspection. If any unknown physical condition exists or is not exposed at the time of site inspection, unless noted in these specifications, an equitable adjustment will be made.

All work is to be performed in accordance with the Standard Specifications as stated below, except as provided in the General Conditions, Technical Specifications, and any applicable drawings.

State and Federal Codes:

A. 2025 California Code of Regulations (CCR) B. 2025 California Administrative Code (CAR), [California Code of Regulations (CCR), Title 24, Part 1] C. 2025 California Building Code (CBC), Volumes 1, and 2, (CCR, Title 24, Part 2)

(Based on 2024 International Building Code with 2025 California Amendments)

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D. 2025 California Residential Code (CRC), (CCR, Title 24, Part 2.5), (Based on 2024 International Residential Code)

E. 2025 California Electrical Code (CEC), (CCR, Title 24, Part 3) (2023 National Electric Code (NEC) with 2025 California Amendments)

F. 2025 California Mechanical Code (CMC), (CCR, Title 24, Part 4) (Based on 2024 Uniform Mechanical Code with 2025 California Amendments)

G. 2025 California Plumbing Code (CPC), (CCR, Title 24, Part 5) (Based on 2024 Uniform Plumbing Code)

H. 2025 California Energy Code, (CCR, Title 24, Part 6) I. 2025 California Historical Building Code, (CCR, Title 24, Part 8) J. 2025 California Fire Code (CFC), (CCR, Title 24, Part 9) (Based on 2024

International Fire Code) K. 2025 California Existing Building Code, (CCR, Title 24, Part 10), (Based on the 2024

International Existing Building Code) L. 2025 California Green Building Standards Code, (CCR, Title 24, Part 11) M. 2025 California Referenced Standards Code, (CCR, Title 24, Part 12);

NFPA 13 - Automatic Sprinkler Systems w/ CA Amendments 2025 Edition NFPA 14 - Standpipe Systems w/ CA Amendments 2024 Edition NFPA17a - Wet Chemical Systems 2024 Edition NFPA 20 - Stationary Pumps 2025 Edition NFPA 24 - Private Fire Mains w/ CA Amendments 2025 Edition NFPA 72 - National Fire Alarm Code w/ CA Amendments 2025 Edition NFPA 2001 - Clean Agent Fire Extinguishing Systems 2025 Edition w/ CA Amendments Reference code section for NFPA standards is in 2022 CBC Chapter 35 or 2022 CFC Chapter 80. See Chapter 35 for State California amendments to NFPA standards

N. Reference Code Sections for Applicable Standards:

2025 CBC, Chapter 35 2025 CFC, Chapter 80

O. Title 8 California Code of Regulations (CCR), CAL/OSHA Regulations-Safety Orders issued by Division of Industrial Safety of the State of California

P. Title 19 CCR., Public Safety, State Fire Marshall (SFM) Regulations, List of Federal Codes & Standards (if applicable)

Q. American with Disabilities Act (ADA), Title II or Title III R. 2025 California Access Compliance Advisory Reference Manual (As prepared by the

Division of the State Architect Office, published on January 1, 2025, effective July 1, 2026)

S. Department of Transportation (DOT) Standard Specifications and/or Plans; State of California, DOT, 2025

T. Underwriters Laboratories, Inc. (UL Standards)

Additional Codes:

A. American Concrete Institute (ACI), Latest Edition B. American Society for Testing and Materials (ASTM), Latest Edition C. Steel Construction Manual, American Institute of Steel Construction, (AISC), 15th

Edition

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D. American Welding Society, AWS E. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

Additional Documents which are attached hereto and made a part of this agreement;

A. Drawing: H16-2025-001 Dated: Page - 01/14/2026 Sheet(s): Two (2)

9. Insurance Requirements:

The Contractor will be required to supply proof of and maintain liability coverage as outlined in Exhibit G, Insurance, Item 12B – Insurance Requirements of this agreement. These policy types include:

Commercial General Liability Automobile Liability Worker’s Compensation and Employer’s Liability

❖ The above policies must each be endorsed to include “The State of California, its officers, agents and employees as additional insured but only with respect to work performed under the Contract”.

10. Bond Requirements:

Contractor will be required to supply bonds as outlined in Exhibit G, Item 13 – Contract Bonds which is attached hereto and will be part of the resulting agreement. The bond(s) required for this Agreement include:

Payment Bond required if contract cost is $25,000 or more Performance Bond required if contract cost is $10,000 or more AND progress payments are made

11. Quality Control:

The Contractor will be responsible for the completeness of the contract work. The Contractor will be responsible for the progress of the contract work until final completion and acceptance of same by the State and will make such checks on the work as may be necessary to assure conformance with these specifications.

12. Work Schedule:

The Contractor shall furnish the Contract Manager a proposed work schedule THREE (3) DAYS PRIOR TO BEGINNING WORK and The Contractor shall submit at such times as may be requested by the Contract Manager, schedules which shall show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts.

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13. Submittal Process:

The Contractor shall submit shop drawing(s), manufacturer’s data for all equipment and materials proposed for use on this job, complete with descriptions, information, and performance data to the Contract Manager for approval in Portable Document Format (PDF).

Shop Drawing(s) shall also be submitted in a computer aided drafting (CAD) format using AutoCAD version Civil 2020 or newer version. (Remove this statement if not required).

The electronic submittal process is not intended for physical material samples.

Submittals must be approved prior to start of the work identified in the respective submittals.

The Contract Manager will indicate one of the three (3) actions by item number:

A. If review and comment indicates “APPROVED”, work may begin immediately on incorporating the material and equipment covered by the submittal into the work.

B. If review and comment indicates “APPROVED AS NOTED”, limited corrections are required. Corrections shall be made before work may begin on incorporating the material and equipment covered by the submittal into the work.

C. If review and comment indicates “NOT APPROVED”, the material and equipment is unacceptable. The Contractor is not authorized to begin incorporating the material and equipment covered by this submittal into the work until new submittal is made, resubmitted, and returned marked either “APPROVED” or “APPROVED AS NOTED”.

Designation of submittal documents “For Information Only” does not preclude the Engineer from reviewing or commenting on the submittal contents. Information only submittals returned to the Contractor marked “AMEND AND RESUBMIT” or “REJECTED –SEE REMARKS” shall be revised and resubmitted by the Contractor.

14. Clean Up and Disposal of Refuse:

Upon completion of each maintenance/service activity under this contract, the Contractor must remove all remaining excess materials, waste, rubbish, debris, temporary facilities, and other equipment from the site. Final approval of the work done under these specifications will not be given until the final cleanup meets approval of the CDFW Facility Manager or CDFW designee.

15. Restoration of Improvements:

Any damage to existing facilities, structures or improvements caused by the Contractor, the Contractor’s equipment, or the Contractor’s staff during the term of this contract, will be repaired and restored to as good a condition as existed at the time work commenced at the Contractor’s own expense.

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16. Inability to Provide Services:

If the Contractor is temporarily unable to provide services as required, CDFW reserves the right to accomplish the work by other means during the period of the Contractor’s inability to provide services and will be reimbursed by the Contractor for any costs.

17. Accidents/Damages:

Damage caused to the equipment covered herein due to fire, abuse, act of God, accident, unauthorized alterations, disasters, the elements, failure of electrical power, misuse, use of unauthorized agents, vandalism or negligence by the State or its officers, agents, or employees are not covered by this agreement except on a time and material basis. Such repairs will be performed by the Contractor at the Contractor’s current, published rates at the time service is required, but only after the Contractor has made an estimate of all costs involved and written documentation has been provided to the Institution Contract Liaison or designee.

18. Exclusions:

Excluded are painting or refinishing of equipment, and the furnishing of supplies, accessories, or devices of any nature, except such items or equipment as may be necessary for the maintenance of the equipment. This agreement does not include service, repair, or replacement of parts required as a result of accident, neglect, abuse, misuse, alteration of equipment, or other improper operation, including but not limited to operation of equipment outside of its specified environmental conditions.

19. Guarantee:

See Exhibit G, (Additional Provisions, Public Works) Item 54, Guarantee.

REVISED WATER SYSTEM P2699003

EXHIBIT A1 – SCOPE OF WORK CONT.

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1. General:

The Contractor shall visit and determine the actual condition of the site prior to submitting the quote and shall familiarize themselves of the work in place. Contractor shall investigate conditions character, quality and quantity of surface, and sub-surface materials of obstacles to be encountered. Failure by the Contractor to acquaint himself/herself with site conditions and available information will not relieve him/her from the responsibility for assessing properly the difficulty or cost of successfully performing the work. The submission of a quote will be considered as conclusive evidence that the Contractor has made such examination. No claim of the Contractor shall be made as a result of different physical conditions of any item or exposed work if such condition is exposed and present at the time of inspection. If any unknown physical condition exists or is not exposed at the time of site inspection, unless noted in these specifications, an equitable adjustment will be made.

All work is to be performed in accordance with the Standard Specifications as stated below, except as provided in the General Conditions, Technical Specifications, and any applicable drawings.

State and Federal Codes:

A. 2025 California Code of Regulations (CCR) B. 2025 California Administrative Code (CAR), [California Code of Regulations (CCR), Title 24, Part 1] C. 2025 California Building Code (CBC), Volumes 1, and 2, (CCR, Title 24, Part 2)

(Based on 2024 International Building Code with 2025 California Amendments) D. 2025 California Residential Code (CRC), (CCR, Title 24, Part 2.5), (Based on 2024

International Residential Code) E. 2025 California Electrical Code (CEC), (CCR, Title 24, Part 3) (2023 National

Electric Code (NEC) with 2025 California Amendments) F. 2025 California Mechanical Code (CMC), (CCR, Title 24, Part 4) (Based on 2024

Uniform Mechanical Code with 2025 California Amendments) G. 2025 California Plumbing Code (CPC), (CCR, Title 24, Part 5) (Based on 2024

Uniform Plumbing Code) H. 2025 California Energy Code, (CCR, Title 24, Part 6) I. 2025 California Historical Building Code, (CCR, Title 24, Part 8) J. 2025 California Fire Code (CFC), (CCR, Title 24, Part 9) (Based on 2024

International Fire Code) K. 2025 California Existing Building Code, (CCR, Title 24, Part 10), (Based on the 2024

International Existing Building Code) L. 2025 California Green Building Standards Code, (CCR, Title 24, Part 11) M. 2025 California Referenced Standards Code, (CCR, Title 24, Part 12);

NFPA 13 - Automatic Sprinkler Systems w/ CA Amendments 2025 Edition NFPA 14 - Standpipe Systems w/ CA Amendments 2024 Edition NFPA17a - Wet Chemical Systems 2024 Edition NFPA 20 - Stationary Pumps 2025 Edition NFPA 24 - Private Fire Mains w/ CA Amendments 2025 Edition NFPA 72 - National Fire Alarm Code w/ CA Amendments 2025 Edition NFPA 2001 - Clean Agent Fire Extinguishing Systems 2025 Edition

07/07/2025 A1-2 of A1-24 LFEB - PW w/ CA Amendments Reference code section for NFPA standards is in 2022 CBC Chapter 35 or 2022 CFC Chapter 80. See Chapter 35 for State California amendments to NFPA standards

N. Reference Code Sections for Applicable Standards:

2025 CBC, Chapter 35 2025 CFC, Chapter 80

O. Title 8 California Code of Regulations (CCR), CAL/OSHA Regulations-Safety Orders issued by Division of Industrial Safety of the State of California

P. Title 19 CCR., Public Safety, State Fire Marshall (SFM) Regulations, List of Federal Codes & Standards (if applicable)

Q. American with Disabilities Act (ADA), Title II or Title III R. 2025 California Access Compliance Advisory Reference Manual (As prepared by the

Division of the State Architect Office, published on January 1, 2025, effective July 1, 2026)

S. Department of Transportation (DOT) Standard Specifications and/or Plans; State of California, DOT, 2025

T. Underwriters Laboratories, Inc. (UL Standards)

Additional Codes:

A. American Concrete Institute (ACI), Latest Edition B. American Society for Testing and Materials (ASTM), Latest Edition C. Steel Construction Manual, American Institute of Steel Construction, (AISC), 15th

Edition D. American Welding Society, AWS E. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

Additional Documents which are attached hereto and made a part of this agreement;

A. Drawing: H16-2025-001 Dated: Page - 01/14/2026 Sheet(s): Two (2)

2. Specifications:

Scope of Work

1. Remove existing well pump and replace pump end with new Sta-Rite P43B0050A3 or approved equal. Pump wires to be replaced to prevent splices.

2. Remove existing one and a quarter inch (1 ¼”) equipment in pump house and replace with a two-inch (2”) equipment.

3. Replace existing pump controller with Pentair Pentek Intellidrive XL VFD P1D010033NDBP or approved equal.

4. Replace existing one and a quarter inch (1 ¼”) pvc sch forty (40) water pipe with a two-inch (2”) pvc sch forty (40) water pipe.

5. Install new six thousand (6,000) gallon fire protection tank on concrete pad.

Contractor to provide stamped engineer calculations for both tank foundation and earthquake hold downs or straps.

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6. Contractor to test water supply line to fire sprinkles to show a minimum flow rate of thirty-eight (38) gpm with twenty (20) psi residual.

7. Contractor to stage construction to limit the amount of time the water supply is not available to residents.

Requirements and Materials:

Fire Control Tank

1) Requirements

a. Tank Size: minimum six thousand (6,000) gallons of water, dimensions shall be determined by manufacturer

b. Material: Galvanized Corrugated Steel

c. Tank must include all features shown on project drawings

d. Concrete slab foundation and anchoring shall be determined by tank manufacturer/ supplier

e. Tanks must meet all NFPA 22 standards and requirements

f. Site specific data shall be used for structural design

2) Submittals

a. Submit for approval by the Engineer the following.

i. Manufacturer’s data and information for the tank including:

1. Fire control tank materials and features

2. Concrete foundation

3. Fire control tank anchoring

b. Shop drawings for the tank and footings.

i. Drawings shall show construction, connections, and details.

ii. Show material thicknesses and dimensions.

c. Provide stamped engineering drawings, structural calculations, anchoring and footing details by a licensed Structural/Civil Engineer in the State of California.

3) Manufacturer/ supplier

a. National Storage Tank, Inc.

b. Or approved equal.

Domestic Water Pipe

1) Materials

a. Polyvinyl Chloride Pipe (PVC)

i. PVC fittings shall be of the same material as the pipe.

ii. Pipe shall be PVC, schedule 40 conforming to ASTM D 1785.

b. Galvanized or HDPE

i. All piping exposed to sunlight shall be made of these materials.

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2) Execution

a. After the required bedding has been placed; the pipe and fittings, shall be placed in the trench with care. Under no circumstances shall pipe or other materials be dropped or dumped into the trench.

b. The pipe shall not be dragged in a manner that would cause scratching of the pipe surface. An excessive amount of scratching on the surface of the pipe will be considered cause for rejection.

c. The pipe shall be assembled so that no strain is placed on the pipe during or after backfill operations.

d. After laying of the pipe is complete, the pipe shall be tested for leaks before backfilling

Independent Testing Laboratory

The Contractor shall arrange and pay an Independent Testing Laboratory and approved by the State, to perform testing as required below. Contractor shall furnish two certified copies of test results and inspection records to the State Representative within forty-eight (48) hours after completion of tests.

Testing shall be performed on the following:

1. Concrete Testing

a. Fire Control Tank Foundation

Independent Testing Laboratory shall be responsible for all testing reports, transportation of cylinders, and all equipment required to perform necessary testing.

Site Clearing

PART 1 - GENERAL

1.01 DESCRIPTION

Work per this section shall include all clearing, grubbing, and stripping; including, but is not necessarily limited to:

A. Removal of organic and inorganic debris.

B. Removal of large rocks.

C. Removal of surface organic topsoil layer.

1.02 SECTION REQUIREMENTS

A. LIMITS OF WORK

Perform demolition, clearing, grubbing, and stripping operations to the following limits:

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1. CLEARING: Clearing operations shall be limited to areas upon which facilities, structures, landscaping or structural fill will be placed. The Contractor shall clearly flag all trees and vegetation to remain or to be relocated and prior to construction shall notify the State Representative to confirm removal of such items.

2. GRUBBING: Perform grubbing operations at all locations identified for clearing.

3. STRIPPING: Perform stripping operations at all locations identified for clearing except those areas delineated as wetlands. These areas will be identified on the Contract Drawings and shall not be disturbed.

B. CLEARING

Remove and dispose of large rocks, shrubs, brush, limbs, and other vegetative growth to the limits defined in Section A above. Remove all evidence of branches greater than 1-inch in diameter of thickness. Remove and dispose of trash piles and rubbish in a timely manner. Protect structures and piping above and below ground, trees, shrubs, and vegetative growth and fencing which are not designated for removal or which exist outside project limits.

C. GRUBBING

After clearing, remove and dispose of and wood or root matter, including stumps, trunks, roots, or root systems greater than 1-inch in diameter to the limits defined in Section A above.

D. STRIPPING

After grubbing, strip the organic material to the limits defined in Section A above to a depth of not less than 2-inches. Upon completion of the stripping operation, the remaining material, if utilized for structural fill, shall not exceed a concentration of organics in excess of 5 percent by dry weight. Dilution shall be accomplished by means of disking. The Contractor shall provide, at their expense, a Geotechnical Representative to oversee and document the grading operation if stripping material is to be utilized as structural fill.

E. JOB CONDITIONS

1. DUST CONTROL: Use all means necessary to prevent the spread of dust during performance of the work. Thoroughly moisten all surfaces as required to prevent dust from being a nuisance to the public, neighbors, and concurrent performance of other work on the site. Wind in excess of 10 MPH causing dust to leave site will require Contractor to limit dust causing activities.

2. BURNING: On-site burning will not be permitted.

3. PROTECTION: Use all means necessary to protect existing objects designated to remain and, in the event of damage, immediately notify the State

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Representative. The Contractor shall make all repairs and replacements necessary, at their expense. All repairs must be performed to the satisfaction of the State Representative.

PART 2 - PRODUCTS

2.01 TEMPORARY BARICADES

Unless otherwise specifically approved by the State Representative, use only orange construction fencing to construct temporary barricades around the objects designated to remain.

2.02 PRUNING PAINT

Use only a pruning paint specially formulated for horticultural application to cut or damaged plant tissue and approved by the State Representative for use on this work.

2.03 EXPLOSIVES

Explosives may not be used for site clearing.

2.04 OTHER MATERIALS

All other material not specifically described but required for proper completion of the work of this Section, shall be as selected by the Contractor subject to approval of the State Representative.

PART 3 - EXECUTION

3.01 PREPARATION

A. NOTIFICATION: The Contractor shall notify the State Representative at least five (5) full working days prior to commencing the work of this section.

B. SITE INSPECTION

1. Prior to all work of this section, carefully inspect the entire site and all objects designated to be removed and to be preserved.

2. Locate all existing inactive utility lines to be encountered by the new work and determine all requirements for disconnecting and capping. Abandonment of piping requires capping at each end or plugging with concrete to the satisfaction of the State Representative.

3. Locate all existing active utility lines traversing the site and determine the requirements for their protection.

C. CLARIFICATION

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1. The drawings do not purport to show all objects existing on the site.

2. Before commencing the work of this section, verify with the State Representative all objects to be removed and all objects to be preserved.

D. SCHEDULING

1. Schedule all work in a careful manner with all necessary consideration for neighbors, operation of the existing facilities, and the public.

2. Avoid interference with the use of, and passage to and from, adjacent buildings and facilities.

3.02 STRUCTURE AND DEMOLITION

A. SAFETY REQUIREMENTS

The Contractor's attention is directed to the provisions of Subpart T of the OSHA Safety and Health Standards for Construction and the provisions of Article 31 of the Construction Safety Orders of the California Division of Industrial Safety governing the work of demolition. The Contractor shall perform all the work hereunder in accordance with said provisions, and where in conflict, the more stringent shall apply.

B. BACKFILL AND GRADING

After facilities have been demolished and all material removed, any remaining depression or holes shall be backfilled, and the area finish graded. Rubble and broken concrete will not be allowed to be used as fill material.

1. Facilities so designated on the plans shall be demolished, and all materials obtained as a result of the operation shall become the property of the Contractor and shall be removed and disposed of at a proper location away from the site. Any equipment or pipe work connected within a structure which is designated to be removed, salvaged or relocated shall be removed before demolition begins. All other equipment within the structure shall become the property of the Contractor.

2. All concrete and rock shall be removed to a depth of at least 2.5 feet below the finished grade unless otherwise noted and shall be disposed of at a proper location off-site. Concrete not removed, shall be broken to prevent entrapment of water as directed by the State Representative. Concrete includes all reinforcement and embedded items. Pipe work and conduit within 10 feet of a structure shall also be removed to a depth of 2.5 feet below existing grade unless otherwise noted.

3.03 SITE WORK

A. CLEARING AND GRUBBING

1. AREA TO BE CLEARED AND GRUBBED

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a) The Contractor shall restrict clearing and grubbing to the areas designated for new construction or adjustment of grades as shown on the plans.

Surrounding trees shall be protected from damage at all times. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil materials (no organics) in 6-inch thick layers to density of surrounding original ground.

b) Where limbs or roots of trees designated to remain extend into work areas, the limbs or roots shall be trimmed in accordance with the provisions of this section.

2. FELLING OF TREES

a) Use all necessary care to protect the roots and branches of trees designated to remain, and to prevent damage to persons and properties.

b) Immediately after felling a tree, remove the trunk, branches and limbs as necessary for removal, and clear the debris.

B. GRUBBING

Remove all surface rocks and all stumps, roots, and vegetation within the limits of construction. Roots shall be removed to at least 2.5 feet below proposed finish grade.

C. DISPOSAL OF STRIPPINGS

All stripped materials shall be removed from the project site at the contractor’s expense.

Stripping materials may be stockpiled and stored onsite only when directed by the State Representative.

D. CONSTRUCTION OF BARRICADES

1. LAYOUT

a) At all locations consisting of trees, wetlands, and other areas designated to be preserved, the Contractor shall install a minimum 4-foot high orange fence, or approved equal as deemed by the State Representative, shall be installed at the outermost edge of the protected zone of each protected tree or group of trees. The fence shall remain in place for the life of the project but may be removed after all grading activities for the site have been completed, and then it shall only be removed as needed for construction purposes.

b) Barricades blocking vehicle traffic and/or pedestrians entering the project site shall be at least 3- foot high, consisting of two inch by four inch or larger posts set at least 18 inches into the ground at not more than six feet on centers, joined at the top by one inch by six inch or larger boards firmly nailed to the posts. Metal post with orange safety fencing may also be used if allowed by the State Representative.

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2. PROTECTION

a) Take special care in setting posts to not damage tree roots.

b) Do not permit stockpiling of materials or debris within the barricaded area nor permit the earth surface to be changed in any way except as specifically approved by the State Representative.

3. MAINTENANCE

All protective fencing shall be inspected and maintained by the Contractor at weekly intervals. Any damaged fencing shall be immediately restored at no additional cost to the State.

4. REMOVAL OF BARRICADES

All protective fencing including posts and fabric shall be removed from the site at the completion of the work at the Contractor's expense.

E. REMOVAL OF DEBRIS

1. Remove all debris from the project sites and leave in a neat and orderly condition to the approval of the Representative. Dispose of debris off site at a location approved by the Representative.

2. Removal of demolished materials shall be included in the applicable lump sum base bid item and shall not be paid on a unit cost basis.

END OF SECTION

Grading

1.01 DESCRIPTION

The work of this section consists of excavation, fill placement, and removal and disposal of excess and unsuitable material all as required to establish site grades as shown on the plans.

Excavation includes excavation and grading for roadways, areas adjacent to structures, parking areas, slope rounding, benching, waterways, furrow and interception ditches, embankments, unsuitable material from the roadbed and beneath fill areas.

The Contractor shall utilize the material as specified herein and uniformly spread and compact any surplus at a location near the project site where directed by the Facility Manager.

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1.02 QUALITY ASSURANCE

Testing is required to determine compliance for the work of this section. All testing shall be the responsibility of the State. Areas where test results indicate noncompliance shall be corrected before placing additional fill.

1.03 PROJECT CONDITIONS

Maintain fills, slopes, and ditches within the limits of the new construction until final acceptance. Repair areas damaged as a result of storms or construction. Take necessary precautions to prevent the entrance of soils and other materials into streambeds, lakes or water courses.

Note: The underlying soils at this location are hard rock that may be difficult to grade. The Contractor should review existing conditions before grading operations begin. Blasting may be necessary for rough grading.

PART 2 - PRODUCTS

A. GENERAL

1. All fill material shall be subject to approval by the State Representative.

2. Material shall be free from detrimental quantities of organic materials and free of all debris, muck, and other unsuitable materials. Frozen material will not be permitted as fill.

B. EROSION CONTROL

1. The Contractor is responsible for keeping all project areas free of erosion.

PART 3 - EXECUTION

3.01 GENERAL

Finish grades and existing or natural grades in the area adjacent to the structures are indicated on the plans. The Contractor shall do all grading, filling-in or excavating as required to completely grade the site to lines and grades shown, and to provide for the indicated drainage. Where finish grade corresponds practically with existing grade, the ground shall be worked up and graded off evenly with existing grade. The grading operation shall generally consist of moving and transporting materials within the area; however, the Contractor shall provide any additional fill material, if necessary, to complete the site grading to the elevations shown, or to uniformly spread any excess material on-site which may result as directed by the State Representative at no additional cost to the State.

Before commencing any earthwork operations:

1. The Contractor shall verify shrinkage characteristics of imported soils and existing soils to be reused.

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2. The State will not be responsible for additional costs associated with variations in shrinkage factors and related earthwork quantities.

3. Verify existing grades and conditions are as indicated on the drawings prior to commencing work.

4. Should indicated conditions conflict with actual conditions and contours, notify the State Representative and await their directions before proceeding. Commencement of work indicates acceptance of existing conditions.

3.02 GROUND SURFACE PREPARATION

Before excavating or placing fill material, complete all clearing, grubbing, and stripping and scarify ground surface to provide ample bond between old and new material.

3.03 PLACEMENT OF FILL

Place fill material in layers not exceeding 8-inches loose measurement. Compact each layer before placing the next layer. As the compaction of each layer progresses, continually level and manipulate to assure uniform moisture and density. Add water to obtain specified moisture content.

3.04 DENSITY REQUIREMENTS

The top 2.5 feet of fill materials or top 1.0 feet of cut that are to support aggregate base and asphaltic concrete roadway pavements, parking areas, ADA walking trails, viewing platform and concrete areas shall be compacted to 95 percent of the maximum density determined by Calif. Test Method No. 216. All fill below the top 2.5 feet and all fill not supporting roadways, parking areas, or walks shall be compacted to 90 percent of maximum density.

3.05 DITCHES

Construct drains, channels, and inlet and outlet ditches for culverts as shown or as directed.

Round and trim ditch slopes neatly to grade. Final flow line elevations should be reasonably uniform and provide free drainage without ponding.

3.06 SLOPE FINISHING

Leave earth slopes with a roughened but reasonably uniform surface without noticeable breaks. The final surface should be similar to that obtained by using a farm disk or harrow parallel to the roadway. Blend slopes smoothly with the adjacent terrain. Grading shall provide for drainage away from all sides of structures.

3.07 DISPOSAL OF EXCESS MATERIAL

Excess material shall be hauled offsite and disposed of legally unless specified otherwise by the State Representative.

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3.08 DISPOSAL OF UNSUITABLE MATERIAL

Unsuitable material shall be recycled if possible. If material cannot be recycled, it is to be properly disposed of offsite at the Contractor's expense. Records of disposal and/or chain of custody forms, if needed, shall be made available to State Representative upon request.

Grading For Concrete Work

1.01 DESCRIPTION

Grading for paving and concrete work consists of excavating, filling, and compacting as required to bring the surface of subgrade to cross sections and grades shown on the plans.

1.02 SUBGRADE

Subgrade is defined as the surface upon which pavement, base, or sub-base is to be placed.

1.03 QUALITY ASSURANCE

Evaluation of all fill materials and testing required to determine compliance for the work of this section will be the responsibility of the Contractor and at the Contractor's expense. All areas where test results indicate noncompliance shall be corrected before placing additional backfill. Additional costs for re-testing shall be paid by the Contractor.

1.04 RELATIVE COMPACTION TEST

A. The contractor shall provide material testing, at their expense, where specified and as required to complete the work.

B. Relative compaction is defined as the ratio, in percent, of the compacted dry density to the laboratory maximum dry density. The laboratory maximum dry density is defined in accordance with ASTM D 1557, latest edition.

1. A soils report is not provided; contractor is responsible for meeting the compaction requirements set forth in these specifications.

C. Where compaction tests indicate a failure to meet the specified compaction, the State will take additional tests every 50 feet in each direction until the extent of the failing area is identified. Re-work the entire failed area until the specified compaction has been achieved and to the satisfaction of the State Representative.

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PART 2 - PRODUCTS – (Not Applicable)

PART 3 - EXECUTION

3.01 GRADING FOR PAVEMENT AND CONCRETE WORK

A. Under all pavements, including asphalt and concrete, the Contractor shall:

3. Excavate to below subgrade, remove and dispose of organic material and unsuitable soils.

4. The top 2.5 feet of fill materials or top 1.0 feet of cut that are to support structural sections for asphaltic concrete roadway pavements, parking areas, sidewalks, and boat ramps above the water line shall be compacted at a moisture content of at least 2-percent above optimum to 95-percent minimum relative compaction.

5. Place engineered fill in 8-inch maximum lifts to obtain subgrade elevations.

B. Excavations shall be made to such widths outside the finished project area to be constructed to industry standards as needed to provide proper working methods including the erection of forms and the protection of the work.

3.02 EXCAVATION

Top 8-inches of subgrade shall have a relative compaction of 95 percent obtained by thoroughly scarifying the area after it has been excavated to the required elevation and compacted with approved rolling equipment allowing for settlement of re-compacted subgrade. Where required during compaction, apply water with suitable equipment to insure even distribution of moisture content.

3.03 COMPACTION

Relative compaction of earthen materials composing each layer of soil shall be not less than 95 percent as determined by Test Method No. Calif. 216. It is the responsibility of the Contractor to provide testing for compaction at their expense. The Contractor shall immediately provide copies of the results to the State Representative for review upon receiving them from the testing agency. Any work covering the soil without test results is subject to being removed at the contractor’s expense.

3.04 SUBGRADE PREPARATION

Where original ground conforms approximately to finished pavement surface, scarify basement material to depth of at least 8-inches below subgrade surface; remove vegetation or other unsuitable backfill material resulting from excavation with suitable material.

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Aggregate Base

1.01 DESCRIPTION

A. SUBGRADE

Shape, water and compact until firm with roller or other approved equipment prior to placing aggregate base.

1.02 SUBMITTAL

A. The Contractor shall submit certification from the supplier stating that aggregate base material meets the requirements of this section.

B. One copy of certified weight tickets for each load of aggregate and crushed rock delivered to project site.

PART 2 - PRODUCTS

2.01 CLASS 2 AGGREGATE BASE

Use Class 2 aggregate base as specified in the Standard Specifications of the State Department of Transportation, latest edition, Section 26, Article 26-1.02 B.

A. MATERIAL

Quarry waste, broken stone, crushed gravel, or combination thereof, free from organic matter and other deleterious substances, and of such quality that it will compact thoroughly when watered and rolled, to form firm, well bonded base.

B. QUALITY

Class 2 aggregate shall conform to the following quality requirements:

QUALITY REQUIREMENTS

Test Test Method

(Calif No.)

Requirements

Resistance (R-value)* 301 78 Min.

Sand Equivalent 217 22 Min.

Durability Index 229 35 Min.

* (The "R" value requirement may be waived provided aggregate base conforms to specified grading and durability and has sand equivalent value of 33 or more.)

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C. GRADING

Class 2 aggregate shall be uniformly graded, and at the option of the Contractor, may be either 1-1/2 inch maximum or 3/4 inch maximum, and shall conform to the following requirements:

AGGREGATE GRADING REQUIREMENTS

Sieve Sizes

Percentage Passing

1-1/2" Maximum

3/4" Maximum

2" 100 -

1-1/2" 90-100 -

1" - 100

3/4" 50-85 90-100

No. 4 25-45 35-60

No. 30 10-25 10-30

No. 200 2-9 2-9

PART 3 - EXECUTION

3.01 SPREADING

Deliver base material to subgrade as uniform mixture. Where required thickness is less than 6 inches, aggregate base material may be spread and compacted in one layer. Where required thickness is more than 6 inches, aggregate base material shall be spread and compacted in 2 or more layers where no layer shall exceed 6 inches.

3.02 COMPACTING

A. Base material shall be watered as needed, and each layer compacted to 95 percent minimum relative compaction as determined by Test Method No. Calif 216 or Calif 231.

B. The surface of the finished base shall not vary more than 1/2-inch from the grades shown on the Construction Drawings. Any base material which does not conform to the above requirements shall be reshaped, watered, and thoroughly re-compacted to conform to specified requirements.

Cast-In-Place Concrete

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1.01 DESCRIPTION

This work of this section shall consist of placement of all cast-in-place concrete work, including reinforcement and formwork to be used in the concrete abutment.

1.02 SUBMITTALS

A. CONCRETE MIX DESIGN

The proportions of the concrete materials in the mix shall be the responsibility of the Contractor. At least 21 days prior to placement of concrete, the Contractor shall submit the proposed mix design to the Engineer for approval. Mixture proportions shall include dry weights of cement, saturated surface-dry weights of fine and coarse aggregates, quantities, type and name of admixtures including color samples, and quantity of water in cubic yard of concrete. All material included in the mixture proportions shall be of the same type and from the same source as will be used on the project. No admixture containing chloride shall be used.

B. REINFORCEMENT

1. STEEL

The type, size and placement of reinforcement shall be installed as shown on the plans and as specified herein. All steel reinforcement shall be in accordance with the governing codes, standards listed above and these specifications.

2. SYNTHETIC FIBER REINFORCEMENT

Synthetic fiber reinforcement shall only be used as a secondary concrete reinforcement, and shall be used in conjunction all steel rebar reinforcement and welded wire reinforcement. All synthetic fiber reinforcement shall be in accordance with the governing codes and standards listed above and these specifications.

1.03 QUALITY ASSURANCE

A. No concrete shall be placed by the Contractor without first obtaining written approval from the State Representative. Approval shall be given only after passing a formwork and rebar inspection.

1. The Contractor shall employ, at their expense, a testing agency to perform tests and submit test reports. Test specimens shall be taken as per requirements of ASTM C

31. The State shall supply one set of four (4) standard cylinders for every 20 cubic yards of concrete placed or for each major placement during the day. One specimen shall be tested at seven (7) days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. Compressive strength tests shall be performed as per requirements of ASTM C 39.

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2. The Contractor shall submit concrete delivery tickets or weighmaster certificates for all concrete supplied to the project to the County Representative. Delivery tickets and/or weighmaster certificates shall be clearly labeled to identify the concrete mix design delivered to the project.

3. The Contractor shall supply Certificates of Compliance for all concrete supplied to the project. Certificates shall be signed by the supplier and shall state that the concrete supplied complies in all respects with the requirements of these specifications. Certificates of Compliance shall be clearly labeled to identify the individual concrete delivery ticket and/or weighmaster certificate being certified.

PART 2 - PRODUCTS

2.01 CONCRETE AND OTHER MATERIALS

A. CEMENT

ASTM C150, Type II, the pozzolan or fly ash content shall not exceed 15 percent by weight of the total cementitious material.

B. FLY ASH AND POZZOLAN

ASTM C618, Type N, F, or C, except that the maximum allowable loss of ignition shall be 6 percent for Type N and F.

C. AGGREGATES

Aggregates shall comply with ASTM C 33. Grading for fine aggregate shall conform to the specified grading. The coarse aggregate shall conform to grading No. 67.

D. ADMIXTURES

Admixtures to be used, when required or approved, shall comply with the appropriate specification listed below:

1. Air-Entraining Admixture: ASTM C 260 (no chlorides)

2. Chemical Admixtures: ASTM C 494

E. All concrete shall contain a calcium nitrite corrosion inhibiting solution that conforms to the requirements in ASTM C 494, Type, as follow:

1. The calcium nitrite admixture shall be as manufactured by W.R. Grace “DCI”, or approved equal.

2. The corrosion inhibiting solution shall contain 30% plus or minus 2% of the calcium nitrite, by weight.

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3. The calcium nitrite admixture shall be added to the concrete at the rate of 2.5 gallons per cubic yard.

4. The water in the corrosion inhibiting solution shall be considered as part of the mixing water.

2.02 STEEL REINFORCEMENT

1. REINFORCING BARS:

Detailing and fabrication of reinforcing steel shall conform to ACI 315 and to Chapter 7 of ACI 318. Reinforcing steel #5 and smaller reinforcing bars shall conform to ASTM A 706 or ASTM A 615, Grade 60 except that all bars to be welded shall conform to ASTM A 706. Welding electrodes for reinforcing bars shall be in accordance with ANSI/AWS D1.4.

2. CHAIRS, SPACERS & DOBIES

Chairs and spacers shall be galvanized and plastic-coated or plastic. Bar supports shall have radius-bearing legs. Plastic coating shall not be less than 3/32” thick, shall extend to the full reinforcing and steel cover, and shall not chip, peel, crack or deform under ordinary job conditions and temperatures.

Dobie’s shall be of the same quality (strength, density, and durability) as the cast-in-place concrete.