Event_35828_Scope_of_Work_and_Specs.pdf

PDF 1 MB Posted Jun 9, 2025

Attached to: Water main leak and Motor Pool Remediation - Stockton
Solicitation number: 0000035828
Issued by: San Joaquin County, San Joaquin City, Sunnyvale City, California

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Written by GovTribe AI · Jun 10, 2025

The document is a Scope of Work for the California Military Department (CMD) detailing a remediation project for the Stockton Motor Pool located at 8010 South Airport Way in Stockton, California. The project involves rehabilitating utilities and parking areas, specifically addressing two critical issues: a compromised water main and a damaged sanitary sewer line. The contractor will be responsible for locating, cutting, and replacing these infrastructure components, ensuring they are restored to working condition. The work includes detailed specifications for pipe replacement, asphalt repair, and utility restoration, with all work to be performed according to County of San Joaquin and City of Stockton standards.

The project requires extensive documentation and compliance, including submission of an installation schedule, product data for materials, and a quality control plan. Contractors must have DIR (Department of Industrial Relations) Certification and potentially SB/DVBE certification. Security requirements mandate that all personnel have current federal picture identification, and vehicles must have valid registration and insurance. Work is to be performed during normal business hours (0700-1600 Monday through Friday), with potential for alternate schedules subject to CMD approval. The contractor will be responsible for site safety, traffic control, and adhering to Cal Osha safety standards, with all work subject to State of California inspection.

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California Military Department Project Name: Stockton Motor pool Remediation, JOB # 06E2514

Project Location:

Army National Guard 8010 South Airport Way Stockton California, 95206

SCOPE OF WORK

Date: June 4, 2025

JUSTIFICATION or PURPOSE/BACKGROUND: The California Military Department (CMD) motor pool located in Stockton California is used to store multiple types of military vehicle platforms. This project will form the required work needed to mitigate two (2) issues observed in the motor pool parking area. The contractor will perform the following work:

• locate compromised water main with sufficient water inspection apparatus, cut and replace with like material to a working condition

• located compromised sanitary sewer line, cut and replace with like material to a working condition

PROJECT DESCRIPTION: Contractor to provide all materials and labor to rehabilitate utilities and parking motor pool area(s) to a working condition:

a. Water main leak may require, but not limited to the following

• Contractor shall located extent of water main break via water leak listening device; acoustics, ultrasonic, etc. to limit the extent of asphalt and earthwork required.

• The contractor shall cut, demo and remove all materials required to expose the working area to complete pipe work.

• Contractor shall dispose of all materials offsite.

• Contractor shall be responsible for locating upstream shut off and enacting to complete work.

• Contractor to provide like pipe to extent to remove damaged pipe for replacement. All sleeves, jackets etc. products shall be submitted to CMD for approval. Jackets, couplers, sleeve shall meet or exceed NSF/Caltrans/county/city standards for clean water.

• Contractor shall verify pipe remediation in the presence of CMD inspector prior to fill in.

• Close trench shall be per county of San Joaquin utility standard(s).

• Asphalt thickness and type shall match existing. At a minimum, asphalt shall be 4” over 16” of class II AB compacted to 95% RC. Joint shall be offset to extent required by Caltrans offset standard.

b. Sanitary Sewer Cleanout to grade replacement

• Contractor to scope as required to locate broken sewer line and cleanout connection to lateral.

• Contractor to cut, replace and repair sewer line to working condition.

• New clean out shall be provided with double 90 ability at connection.

• Clean out access shall be located in same general area as existing, existing box may be reused.

• All asphalt and underground work shall match that in nature of the “water main leak” work above.

CONTRACTOR’S RESPONSIBILITIES: Bidders Instructions

• By submitting a bid, the contractor confirms that all quantities have been verified and that the quantities used in preparing his bid are the actual quantities of the work to be accomplished under the contract.

• Contractor to reference the attached appendix provided with standard details and As-built information.

• Contractor to provide quotation on the attached Bid Form.

• Contractors are required to have DIR (Department of Industrial Relations) Certification, SB/DVBE certification (if applicable).

• By submitting a bid, the contractor acknowledges the State of California is the authority having jurisdiction on this project. The contractor shall be responsible for all regulations required by law.

GENERAL NOTES:

1. ORDINANCE. In accordance with "The Federal Facilities Act 1992," the contracted work shall comply with applicable local building codes, ordinances, and regulations specified in the contract or construction documents, as required by local authorities.

2. MEASUREMENTS. All measurements provided are approximate to allow the Contractor a rough calculation of the quantity of work per defined area, as well as, to conduct necessary take-off of pricing. Nothing contained in these specifications shall relieve the Contractor from the responsibility of visiting the site, accurately measuring the work or otherwise ensuring that the quantities used in preparing his/her bid are the actual quantities of the work to be accomplished under the contract. Should a gross inconsistency of the measurement be identified that would change the value of his/her bid amount, the contractor will notify the CM prior to the submission of the bid. By submission of a bid, the Contractor confirms that he/she has visited the aforementioned site and verified that the quantities used in preparing his/her bid are the actual quantities of the work to be accomplished under the contract.

3. The contractor shall be responsible for making him/herself familiar with all surface utilities, pipes and structures, within the Limits of Construction. The contractor shall take sole responsibility for the cost incurred due to damage and replacement of said utilities.

4. The contractor shall field verify all conditions and dimensions of the job site and report all discrepancies and/or unusual conditions to the Contract Manager prior to finalizing bids or commencement of any construction, to the greatest extent achievable base on a visual investigation.

5. The general contractor shall provide a named Field Superintendent and appoint in writing. The assigned Field

Superintendent shall be present whenever scheduled work is to occur.

6. The contractor shall conduct a thorough site safety assessment prior to commencing work.

7. The General Contractor shall provide as necessary temporary services including restroom facilities, barricade construction, power, lighting, and telephone. The contractor shall remove temporary services prior to completion and clean space as specified in the project. (Contractor may use the building’s restrooms, power and water however, such utilities are provided as a convenience not an entitlement) Contractor is ultimately responsible to provide these services as necessary to complete the project.

8. The contractor shall maintain the required documents and up-to-date Construction Documents at job site.

9. The contractor shall assume sole and complete responsibility for job site conditions for the duration of this project including the safety of all personnel and properties.

10. The tenant, Contract Manager, and inspectors from pertinent agencies shall be always permitted access to the job site during normal working hours.

11. Contractor shall implement any/all necessary Lockout/Tagout procedures as per applicable safety standards.

12. Ensure all personnel are equipped with appropriate Personal Protective Equipment (PPE).

SUBMITTAL REQUIREMENTS:

• Installation schedule in Microsoft Excel 2007 or below format for approval

• Submit product data for all materials used in the work for this project Five (5) working days upon award of the contract including but not limited to:

- Paint, stripping and sealers

- Hot mix asphalt products

- Pipe and joint products

- Concrete design spec and placement details

- Asphalt design spec and placement details

• CMD Project manager or the government’s designated authority/AHJ must approve all submittals for all material used in this project before any work can begin. For specific “Work’ identified upon encroachment to deteriorated areas, contractor submit all materials, products for approval to CMD. AHJ must approve submittals required for elements requiring submittals

• The contractor shall submit a quality control plan to the building official prior to mobilization to the site.

SAFETY:

• Contractor to adhere to Cal Osha safety standards and any others required by law.

• A traffic control plan shall be submitted that addresses access to the facility and how work will be phased during construction to allow access.

SECURITY REQUIREMENTS:

• All people entering the facility shall be required to have a current federally recognized form of Picture

Identification

• All drivers of vehicles entering the facility shall have a current license to drive, current vehicle registration and proof of auto insurance

HOURS OF OPERATION:

• Work is to be performed during normal business hours 0700 -1600 Monday through Friday. Except during state and or federally recognized holidays. Alternate work schedules (Nights & Weekends) may be permitted and are subject to approval by the CMD.

SPECIFICATIONS:

• Contractors shall follow standard County of San Joaquin standards and/or city of Stockton specifications for all work. If work protrudes into city property it is subject to inspection and approval by the city/county as required. All work subject to State of California inspection.

• If at any time the specifications guiding the work do not match the existing conditions consult the CMD prior to planning that work for guidance. The AHJ for that activity will provide guidance prior to the work being started.

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STATE OF CALIFORNIA

MILITARY DEPARTMENT

CALIFORNIA ARMY

NATIONAL GUARD

8020 S AIRPORT WAY

STOCKTON,CA

NOTES AND SPECIFICATIONS: LEGEND:

STIMSON ST.

KEYNOTES: (AS-BUILT)

STRIPING NOTES

DETAIL

AS-BUILT

CONDITIONS

4-26-23

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APN:177-260-04

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EXISTING STORM DRAIN RIM TO BE ADJUSTED TO NEW GRADE

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JET DEBRIS FROM EXISTING CULVERT PIPE UNDER DRIVEWAYS.

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RESTORE GRADING TO SWALE FLOWLINE

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RESTORE GRADING TO SWALE FLOWLINE

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JET DEBRIS FROM EXISTING CULVERT PIPE UNDER DRIVEWAYS.

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MATCH EX.

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MATCH EX.

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MATCH EX.

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MATCH EX.

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EXISTING EP

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EXISTING CROWN

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NO PARKING

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DENOTES STRIPPING NOT PLACED (TYPICAL)

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FENCING CORNER REFERENCE PT.

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BUMPER NOT ANCHORED

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ARROWS PLACED AS SHOWN AT BOTH GATE OPENINGS

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'NO PARKING' STENCILED ON PAVEMENT

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CROSS HATCH STRIPPING STOPPED AT BACK OF CONCRETE

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PARKING BUMPERS PLACED NOT ANCHORED

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KEYNOTES

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STENCIL ADJUSTED 90° CLOCKWISE

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EXISTING CLEANOUT-TO-GRADE

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NUMBERING SHOWN FOR REFERENCE (ONLY) NOT STENCILED (TYP.)

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PARKING BUMPERS PLACED NOT ANCHORED

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KEYNOTES

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REMOVE LOOSE SOIL AND RECOMPACT AROUND EXTERIOR OF INLET.

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RESTORE GRADING TO INLET

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EXISTING EP

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NEW 6' LONG PARKING BUMPER

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3'-3" CLR. (TYP.)

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3'-3" CLR. (TYP.)

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(E) FENCING

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1. ALL PIPE AND FITTINGS SHALL BE FLANGED OR MECHANICAL ALL PIPE AND FITTINGS SHALL BE FLANGED OR MECHANICAL JOINT WITH JOINT RESTRAINT FOR PVC AND APPROVED BY THE ENGINEER. ALL FLANGE BOLTS AND NUTS SHALL BE STAINLESS STEEL. GALVANIZED PIPE APPROVED FOR USE IN BURIED APPLICATIONS SHALL BE WRAPPED WITH 20 MIL PVC PIPE WRAP. 2. CONCRETE SHALL HAVE 5 SACKS OF CEMENT MINIMUM PER CONCRETE SHALL HAVE 5 SACKS OF CEMENT MINIMUM PER CUBIC YARD OF CONCRETE. 3. DISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING. 4. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISHED GRADE. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISHED GRADE. 5. ALL DUCTILE/CAST IRON FITTINGS INSTALLED UNDERGROUND ALL DUCTILE/CAST IRON FITTINGS INSTALLED UNDERGROUND SHALL BE POLY WRAPPED AND BOLTS/NUTS TO BE COATED WITH RUST INHIBITING COMPOUND APPROVED BY ENGINEER. 6. ALL PARKING STALL STRIPING AND PAVEMENT MARKINGS IN ALL PARKING STALL STRIPING AND PAVEMENT MARKINGS IN GOV AREA TO BE WATER BORNE PAINT PER PROJECT SPECIFICATIONS. EARTHWORK QUANTITIES (NON-LIME TREATED) EXCAVATION 707 C.Y. 707 C.Y. EMBANKMENT 0 C.Y. 0 C.Y. (LIME TREATED) EXCAVATION 291 C.Y. 291 C.Y. EMBANKMENT 0 C.Y. 0 C.Y.

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EXISTING EDGE OF PAVEMENT

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EXISTING ELECTRIC

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EXISTING ELECTRIC (OVERHEAD)

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EXISTING GAS

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EXISTING SEWER LINE

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EXISTING STORM DRAIN LINE

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EXISTING TELEPHONE (OVERHEAD)

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EXISTING WATER LINE

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EXISTING FIRE HYDRANT

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EXISTING SANITARY SEWER MANHOLE

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EXISTING STORM DRAIN MANHOLE

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EXISTING UTILITY POLE

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EXISTING WATER VALVE

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PROPOSED SAWCUT AND MATCH EX. PAVEMENT

AutoCAD SHX Text ASPHALT PAVEMENT, 4" HMA, 16" CLASS II AB, 95% R.C., 12" C.N.S.,90% R.C. CONTRACTOR MAY ELECT TO USE ASPHALT GRINDINGS AS RECYCLED BASE ROCK. REFERENCE GEOTECHNICAL REPORT 072-21062.

AutoCAD SHX Text ASPHALT PAVEMENT, 4" HMA, 6" CLASS II AB, 95% R.C., 14" LIME TREATED C.N.S.,90% R.C. CONTRACTOR MAY ELECT TO USE ASPHALT GRINDINGS AS RECYCLED BASE ROCK. REFERENCE GEOTECHNICAL REPORT 072-21062.

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AutoCAD SHX Text COLD MILL AND REMOVE EXISTING ASPHALT PAVEMENT. CONSTRUCT ASPHALT PAVEMENT PER SPECIFICATIONS. SEE LEGEND FOR SECTION.

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TYPE A ASPHALT DIKE PER CALTRANS STANDARD A87B

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EXISTING BOLLARDS TO BE PROTECTED IN PLACE

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EXISTING STORM DRAIN RIM TO ADJUST TO PROPOSED ELEVATION

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MATCH EXISTING GRADE

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INSTALL RIP RAP 4"-6" MAX, 18" DEEP

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SAWCUT AND MATCH EXISTING PAVEMENT

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EXISTING STORM DRAIN INLET TO REMAIN, PROTECT IN PLACE

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EXISTING SITE LIGHTING TO BE PROTECTED IN PLACE

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PROPOSED PARKING STALL STRIPING SEE NOTE 6

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CONSTRUCT VALLEY GUTTER PER D5, SEE DETAIL SHEET 5

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FURNISH AND INSTALL WHEEL STOP PER UFC 3-201-01, 2-10.3

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GRATE DI RIM=(24.69) 24"(E) INV=19.22 24"(W) INV=19.22 24"(S) INV=19.22

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GRATE DI RIM=(24.62) 24"(NW,E) INV=19.12 24"(SW,S) INV=19.12

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GRATE DI RIM=(22.00) 24"(SE) INV=18.88 24"(N) INV=18.95 12"(W) INV=19.00

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SCALE: 1" =

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CHANGE ORDER 1

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1. RETAIN DIRECTION ARROW STRIPING AS SHOWN ON RETAIN DIRECTION ARROW STRIPING AS SHOWN ON PLANS 2. 32 CONCRETE BUMPERS RETAIN & PLACE AS 32 CONCRETE BUMPERS RETAIN & PLACE AS SHOWN ON PLAN 3. 380 LF OF STRIPING OMITTED AT LOCATIONS 380± LF OF STRIPING OMITTED AT LOCATIONSSHOWN ON PLANS

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ALL KEYNOTE WORK PERFORMED AS STATED/SHOWN ON PLAN

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NO SCALE

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File details come from the government source that posted it. Updated Jun 10, 2025.