A10. J4_DRAFT SUPP SPECS - Opt 1003_WellSystem.pdf

San Francisquito Fire Station and Barracks Construction Option 3 – Supplemental Specifications for New Well System and Waterline Extension

SAN FRANCISQUITO STATION AND BARRACKS CONSTRUCTION

OPTION 3 – NEW WELL AND WATERLINE EXTENSION SPECIFICATION INDEX

DIVISION 01 - GENERAL

01 10 00 - SUMMARY OF WORK

01 10 10 - APPLICABLE CODES AND STANDARDS

01 10 20 - ABBREVIATIONS

01 10 30 - DEFINITIONS

01 20 00 - MEASUREMENT AND PAYMENT

01 30 00 – WORK SCHEDULE

01 40 00 - SHOP DRAWINGS AND SUBMITTALS

01 41 00 – QUALITY CONTROL AND QUANTITY MEASUREMENT

01 60 00 - TEMPORARY FACILITIES AND UTILITIES

01 70 00 - MOBILIZATION

01 80 00 - CONTRACT CLOSEOUT AND CLEANUP

DIVISION 02 – SITE WORK

02 52 50 – WATER SUPPLY WELLS

02 66 00 - WATER DISTRIBUTION SYSTEM

02 67 50 - DISINFECTION OF WATER DISTRIBUTION SYSTEM

DIVISION 03 - CONCRETE

03 10 00 - CONCRETE FORMWORK

03 20 10 - CONCRETE REINFORCEMENT

03 30 10 - CAST-IN-PLACE CONCRETE

03 35 00 - CONCRETE FINISHING

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 - ROUGH CARPENTRY

06 20 00 - FINISH CARPENTRY

DIVISION 09 – FINISHES

09 90 00 - PAINTING

DIVISION 26 – ELECTRICAL

26 00 00 – ELECTRICAL BASIC REQUIREMENTS

26 05 19 – LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ........................................................... 67 DRAFT

26 05 33 – RACEWAYS

26 05 34 – BOXES

26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS

DIVISION 31 - EARTHWORK

31 20 00 - STRUCTURAL EXCAVATION AND BACKFILL

31 31 19 - WEED AND DISEASE PREVENTION

31 50 00 – TRENCHING AND BACKFILLING

DRAFT

1 4

DIVISION 01 - GENERAL

01 10 00 - Summary of Work

PART 1 – GENERAL

1.1 LOCATION

This project is located within the Angeles National Forest in Los Angeles County, California. The contract locations is:

1. Off San Francisquito Canyon Road on Runner Road. GPS coordinates are 34.592008°, -118.452799°.

1.1 SITE WORK

This contract is for the drilling and development of one new water well to support the continuous operation of the future location of San Francisquito Fire Station and Barracks.

Once completed, the contractor will need to disinfect the entire system and collect the necessary water samples to submit to the Los Angeles County.

All work will be completed in accordance with Project Specifications and Drawings.

The work includes: all labor, material, and equipment necessary to perform all the operations for the work specified.

1.2 CONSTRUCTION PHASING

The Contractor will take precautions to protect Government, public and private property during construction. Work will be restricted to 8 AM to 5 PM Monday thru Friday.

1.3 GOVERNMENT FURNISHED FACILITIES

(A) All temporary services use areas, and storage areas will be completely removed and the areas restored to pre-construction conditions upon completion of use.

(B) Water for construction purposes is available at the project sites until the potable water wells have been developed.

(C) Transportation to and from the work site for the Contractor's personnel and materials will be provided at the Contractor's expense.

1.4 MATERIAL SOURCES

All materials will be obtained from a commercial source, unless noted otherwise.

1.5 STORAGE AREAS

Materials and equipment storage area will be confined to the areas identified by the

1 5

Contracting Officer.

1.6 CLEAN-UP AND DISPOSAL

Disposal of waste material will be off National Forest Land and in compliance with local laws regarding disposal of construction waste.

1.7 TRAFFIC

Warning devices and barricades will be maintained in the construction area at all times and will be in conformance with the Manual on Uniform Traffic Control Devices. Safety precautions will be in accordance with the latest edition of the State of California Construction Safety orders. The Contractor will keep the project area open for administrative and emergency traffic at all times.

1.8 PRECAUTIONARY MEASURES

Protection of Work:

The Contractor will take precautions to protect all work during the construction period and will provide and maintain adequate protection during severe weather conditions to prevent damage to the work and the materials.

Safety:

The Contractor is responsible for safeguarding employees, public, existing facilities, and forest resources from these operations. The Contractor will erect signs and chain-link fencing barricades as necessary to make unguarded operations safe. Signs and barricades will be maintained at night and on weekends. Precautions such as lowering tractor blades and safely storing materials will be practiced to prevent injury to others in the area.

Security:

No security will be provided by the Government. The Contractor will take all precautions deemed necessary to secure the worksite, improvements and equipment.

This may include security fencing.

1.9 MEASUREMENT AND PAYMENT

No separate measurement and payment will be made for the work of this section. This work will be considered incidental to other Sections.

PART 2 – PRODUCTS

(NOT USED)

PART 3 – EXECUTION

(NOT USED)

***END OF SPECIFICATION 01 10 00***

01 10 10 - Applicable Codes and Standards

PART 1 - GENERAL

1.1 SCOPE

This section describes the codes and standards which apply to the work in this contract.

1.2 CODES AND STANDARDS

The following codes and standards will apply to the work in this contract. Where no date is specified, the applicable edition will be the one in effect on the date of solicitation.

A. International Building Code (IBC) 2018

B. Uniform Plumbing Code 2006

C. NFPA 101 Life Safety Code

D. National Electrical Code 2020

E. Uniform Mechanical Code 2006

F. Americans with Disabilities Act (A.D.A) / Architectural Barriers Act (A.B.A)

G. American Society for Testing Materials

H. American Society of Refrigeration and Air Conditioning Engineers

I. International Conference of Building Officials

J. Underwriters’ Laboratories

K. Woodwork Institute of California’s Manual of Millwork

L. Architectural Sheet Metal Manual A.I.A File No. 12-L

M. Manufacturers’ Instructions

N. As required by the applicable listing or testing agency

O. Los Angeles County Environmental Health

P. As noted in the specifications

1.3 DEFINITIONS

Administrative Authority as used in the Uniform Plumbing Code, Uniform Mechanical Code and the National Electrical Code will be the Contracting Officer.

Building Official as used in the International Building Code will be the Contracting Officer.

1.4 MEASUREMENT AND PAYMENT

No separate measurement and payment will be made for the work of this section.

This work will be considered incidental to other Sections.

PART 2 - PRODUCTS

1.1 GENERAL

All products and materials used in the completion of work will meet the standards and requirements of the codes and standards referenced in Section 1.2 of this Specification, unless otherwise indicated on the Drawings or in the Specifications. When more stringent requirements are called out in these specifications or on the Drawings, the more stringent requirement will take precedence over the codes and standards.

PART 3 - EXECUTION

3.1 GENERAL

All work in the contract will meet the standards and requirements of the codes and standards referenced in Section 1.2 of this Specification, unless otherwise indicated on the Drawings or in the Specifications. When more stringent requirements are called out in these specifications, or on the Drawings, the more stringent requirements will take precedents over the codes and standards.

This Section describes the codes and standards which apply to the work in this contract.

***END OF SPECIFICATION 01 10 10*** DRAFT

01 10 20 - Abbreviations

Whenever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning will be interpreted as follows. Reference to a specific standard of specification will mean the latest edition or amendment in effect on date of invitation to bid.

1.1 ORGANIZATIONS AND STANDARDS

AASHTO--American Association of State Highway and Transportation Officials

ACI--American Concrete Institute AISC--American Institute of Steel Construction AISI--American Iron and Steel Institute AITC--American Institute of Timber Construction ANSI--American National Standards Institute APA--American Plywood Association API--American Petroleum Institute ASME--American Society of Mechanical Engineers ASTM--American Society for Testing and Material ATCC--American Type Culture Collection AWPA--American Wood Preservers Association AWPB--American Wood Preservers Bureau AWS--American Welding Society AWWA--American Water Works Association CFR--Code of Federal Regulations CRSI--Concrete Reinforcing Steel Institute CS--Commercial Standard issued by U.S. Department of Commerce DEMA--Diesel Engine Manufacturers Association FAR--Federal Acquisition Regulation FED SPEC. or FS-- Federal Specifications FSS--Federal Specifications and Standards GSA--General Services Administration MIL--Military Specifications MSHA--Mine Safety and Health Administration MUTCD--Manual on Uniform Traffic Control Devices NBFU--National Board of Fire Underwriters NBS--National Bureau of Standards NEMA--National Electrical Manufacturers Association NESC--National Electrical Safety Code NFPA--(Fire)--National Fire Protection Association NFPA--(Forest)--National Forest Products Association NWMA--National Woodwork Manufacturers Association OSHA--Occupational Safety and Health Administration PCA--Portland Cement Association

PCI--Prestressed Concrete Institute PS--Product Standard issued by the U.S. Department of Commerce PTI--Post-Tensioning Institute RIS-Redwood Inspection Service SAE--Society of Automotive Engineers SF--Standard Form SSPC--Steel Structures Painting Council UL--Underwriter's Laboratories, Inc.

USASI--United States of America Standards Institute WCLIB--West Coast Lumber Inspection Bureau WWPA--Western Wood Products Association

1.2 PAY ITEMS & PAY UNITS

Aluminum ........................................................................ AL.

Asphalt ............................................................................. ASP.

Barbed Wire ..................................................................... B.W.

Bituminous Coated Corrugated Steel Pipe ...................... B.C.C.S.P.

OR

B.C.C.S. PIPE

Bituminous Surface Treatment . . . . . . . . . . . . . . . . . BST Cement ............................................................................. CEMT.

Cement Treated . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CEMT.-T.

Cement Treated Base ....................................................... CTB Clearing & Grubbing . . . . . . . . . . . . . . . . . . . . . . . . CLEAR & GRUB Compaction ...................................................................... CMPCT.

Concrete ........................................................................... CONC.

Corrugated Metal Pipe ..................................................... CMP Corrugated Steel Pipe ...................................................... C.S.P.

Corrugated Steel Pipe Arch ............................................. C.S.P. ARCH Cubic Yard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C.Y.

Cubic Yard Mile .............................................................. C.Y.MI.

Diameter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DIA.

Each . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA.

Emulsified ........................................................................ EMLSFD.

Erosion and Pollution Control . . . . . . . . . . . . . . . . . E&P CONTROL Fabricated . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FABR.

Finish Floor Elevation...................................................... F.F.E.

Foundation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOUND.

Furnished . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FURN.

Gallon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GAL.

Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GR.

Height . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HT.

High Strength ................................................................... H. STRENGTH Horizontal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOR.

Hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HR.

Linear Foot . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.F.

Liquid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LIQ.

Loading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LD.

Lump Sum . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.S.

Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAT'L Maximum . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAX.

Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M.

Mile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MI.

Minimum . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MIN.

One Thousand Feet Board Measure ................................. MFBM One Thousand Gallons . . . . . . . . . . . . . . . . . . . . . . . M.GALS.

One Thousand Gallons Mile ............................................ M.GALS.MI.

One Thousand Square Feet .............................................. M.S.F.

Polyvinylchloride ............................................................. PVC Pounds ............................................................................. LBS.

Reflectorized .................................................................... REFLECT.

Section . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEC.

Square Foot ...................................................................... S.F.

Square Yard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S.Y.

Station . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA.

Station Yard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA. YD.

Strand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S.

Structural .......................................................................... STRUCT.

Structural Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S. STEEL Stump ............................................................................... STMP Target Value . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TV Thickness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TH.

Ton Mile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T.M.

Tops and Limbs . . . . . . . . . . . . . . . . . . . . . . . . . . . . T&L Utilization of Timber . . . . . . . . . . . . . . . . . . . . . . . . UOT Vertical . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERT.

Welded Wire Fabric . . . . . . . . . . . . . . . . . . . . . . . . . W.W.F.

White . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WH.

Width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W.

With . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W/ Without . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W/O Woven wire . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W.W.

Yellow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YE.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

***END OF SPECIFICATION 01 10 20***

01 10 30 - Definitions

1.1 DEFINITIONS

Wherever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning will be interpreted as follows:

Adjustment in Contract Price. "Adjustment in contract price" will mean "equitable adjustment" as used in the Federal Acquisition Regulations.

Arch Pipe. A culvert section, usually formed of bolted structural plates, that is an arc of a circle (usually one-half or less); that is, a bottomless culvert.

Base Course. The layer or layers of specified or selected material of designed thickness placed on a subbase or subgrade to support a surface course.

Bearings. The portion of a beam, girder, or truss that transmits the bridge superstructure load to the substructure.

Berm. Curb or dike constructed to control runoff water or traffic flow.

Change. "Change" means "Change Order" as used in the Federal Acquisition Regulations.

Clearing Limits. The limits of clearing as designated on the ground or on the Drawings.

Conduit. A natural or artificial channel for carrying fluids, as water pipes, canals, and aqueducts.

Construction Slash. All vegetative material not meeting utilization standards, such as tops and limbs, timber, brush, and grubbed stumps associated with construction or reconstruction of a facility.

Contracting Officer (CO). The person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings.

Contracting Officer's Representative (COR) The Government-authorized representative designated in writing by the CO responsible for onsite administration of the contract.

Contractor. The individual, partnership, joint venture, or corporation undertaking the execution of the work under the terms of the contract and acting directly or through their agent, employees, or sub-Contractors.

Controlled Felling. Directing the placement of trees in felling by wedges, jacks, cable tension, or distribution of holding wood or any combinations of these which will ensure that trees are dropped into previously cleared areas, or clear of any objects that are to remain.

Culvert. A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually constructed entirely below the elevation of the traveled way.

Cushion Material. Native or imported material generally placed over rocky sections of unsurfaced roads to provide a usable and maintainable traveled way.

Defect. A failure to meet a requirement with respect to a single quality characteristic.

Drawings. The documents, including plan and profile sheets, cross sections, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials showing details for construction of a facility.

Embankment. A structure of soil, aggregate, or rock material placed on the prepared ground surface and constructed to subgrade.

Equipment. All machinery and equipment, together with the necessary supplies for upkeep and maintenance, as well as tools and apparatus necessary for the proper construction and acceptable completion of the work.

Excess Excavation. Material from the excavation in excess of that needed for construction of designed roadways and facilities.

Forest Service. The United States of America, acting through the Forest Service, U.S.

Department of Agriculture.

Gauge. The term "gauge" when used in connection with the measurement of plates will mean the U.S. Standard Gauge, except when reference is made to the measurement of metal sheets used in the manufacture of corrugated metal, pipe, metal plate culverts and arches, and metal cribbing, then the term means the "gauge" or "thickness" specified in AASHTO M 36, M 167, M 196, and M 219, as applicable. When the term "gauge" refers to the measurement of wire, it will mean the wire gauge specified in AASHTO M 32.

Government Land. National Forest System lands, and other lands controlled or administered by the Forest Service or by other Federal agencies.

Inspector. The Government-authorized representative designated in writing by the CO or COR responsible for detailed inspection.

Job-Mix Formula. The percentage of each material in a mixture intended for a particular use.

Laboratory. A testing laboratory of the Government or any other testing laboratory approved by the Contracting Officer.

Materials. Any substance specified for use in the construction of the project and its appurtenances.

Maximum Density. The highest density that can be obtained under stated conditions.

Measurement. Determining and expressing the quantities of work or materials.

Multi-Beam Girder. A precast, prestressed concrete member where the concrete deck is precast as an integral part of the member.

Neat Line. A line defining the proposed or specified limits of an excavation or structure.

Nominal Dimensions or Weights. The numerical values shown on the Drawings or in the specifications as measurements of material to be used in the construction.

Nominal Maximum Particle Size. The largest sieve size listed in the applicable specification upon which any material is permitted to be retained.

Overbreak. Material beyond the neat line of an excavation that is removed in the process of excavation, usually by blasting.

Pavement Structure. Subbase, base, or surface course, or combination thereof, placed on a subgrade to support the traffic load and distribute it to the roadbed.

Pipe. A culvert that is circular (round) in cross-section.

Pipe-Arch. A pipe that has been factory-deformed from a circular shape such that the width (or span) is larger than the vertical dimension (or rise).

Profile Grade. The trace of a vertical plane, as shown on the Drawings, intersecting the top surface at the centerline of the proposed facility construction.

Random Sampling. Sampling at times or locations determined in advance by the use of a table of random numbers.

Reasonably Close Conformity. Unless working tolerances are specified, all work performed and materials furnished will be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the Drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is compliance with reasonable and customary manufacturing and construction tolerances.

Roadway. The portion of the road within the limits of excavation and embankment, including slope rounding.

Schedule of Items. A schedule in the contract that contains a listing and description of construction items, quantities, units of measure, methods of measurement, unit price, and amount.

Second Samples. A sample taken when the initial sample indicates that the material is defective.

Sidewalk. The portion of the roadway constructed primarily for pedestrian use.

Specifications. A description of the technical requirements for a material, product, or service that includes criteria for determination whether these requirements are met.

Standard Specifications. Specifications approved for general application and repetitive use.

Subbase. The layers of specified or selected material of designed thickness placed on a subgrade to support a base course.

Subgrade. The layers of roadbed that bring it up to the top surface, upon which subbase, base, or surface course is constructed. For roads without base course or surface course, that portion of roadbed prepared as the finished wearing surface.

Tackifier. Binder for vegetative mulch.

Target Value. The percentage of each material in a mixture intended for a particular use from which allowable variations are measured.

Unit of Measurement. The unit and fractions of units shown in the Schedule of Items.

Unsuitable Material. The material excavated during roadway construction that is not usable in embankment and must be disposed of or that can be used only in certain locations or for limited purposes.

***END OF SPECIFICATION 01 10 30*** DRAFT

01 20 00 - Measurement and Payment

1.1 REQUIREMENTS

Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials will be considered incidental to and included in the payment of the pay items in the Schedule of Items.

1.2 PAYMENT

One (1) of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item.

(A) Designed Quantities (DQ) These quantities denote the final number of units to be paid for under the terms of the contract.

They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, Drawings, and the presentation in the contract. Changes in the number of units of the originally contemplated work will not be made unless authorized under one (1) or more of the following conditions:

(1) As a result of changes authorized by the Contracting Officer in the originally contemplated work. Minor changes to adjust balance points, etc., will not be considered changes in quantities.

(2) As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities that cause a pay item to change by fifteen (15) percent.

(3) As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by fifteen (15) percent or more. The evidence must be verifiable and consist of calculations, Drawings, or other data that show how the designed quantity is believed to be in error.

Final payment will be made for the designed quantities at the unit price shown in the Schedule of Items, subject to the Variation in Quantities Provision.

(B) Actual Quantities (AQ) These quantities are determined from measurements of completed work.

(C) Lump Sum Quantities (LSQ) These quantities denote one (1) complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They will not be measured.

1.3 UNITS OF MEASUREMENT

Payment will be by units defined and determined according to U.S. Standard measure.

***END OF SPECIFICATION 01 20 00***

01 30 00 – Work Schedule

This section includes the requirements for the submittal of the Contractor’s proposed work schedule for the project. Close communication

1.2 MEASUREMENT AND PAYMENT

No separate measurement and payments will be made for this section. This work will be considered incidental to other Sections.

3.1 WORK SCHEDULE

(A) At the pre-work meeting, the Contractor will submit to the Contracting Officer for approval, a proposed work schedule for the project. The Contracting Officer shall be notified at least 24 hours prior to any activity which requires his inspection, acceptance, or approval. The Contractor will update approved schedule as necessary when significant changes occur during the progress of the work, or when requested by the Contracting Officer.

(B) The Contractor will be restricted from operations on holiday weekends.

(C) The Contractor shall post appropriate signage indicating dates and lengths of restroom closure 72 hours prior to construction.

3.2 SUBMITTALS

Three (3) copies of the written work schedule will be submitted for approval.

***END OF SPECIFICATION 01 30 00*** DRAFT

01 40 00 - Shop Drawings and Submittals

Preform all work necessary and required for the construction of the project as indicated. Such Work includes but is not limited to the following:

(A) Shop Drawings

(B) Samples

(C) Catalog Data

(D) Operation and Maintenance Manuals

(E) Certificates and Warranties

1.2 SUBMITTALS

Submittals will include all pertinent data required to understand the quality of components, dimensional relationships, integration with other materials, assembly techniques, structural aspects, color, finish, texture, and other such characteristics as may be necessary to fully describe the item and its intended use.

1.3 MEASUREMENT AND PAYMENT

No separate measurement and payments will be made for this section. This work will be considered incidental to other Sections.

3.1 SUBMITTALS

It is the Contractor’s responsibility to submit all items with such promptness as to cause no delay in work. Approval must be obtained before starting work which involves the item. The Contractor will allow fourteen (14) days for review by the Contracting Officer.

3.2 MANUFACTURER’S LITERATURE AND SHOP DRAWINGS

Submit three (3) copies to the Contracting Officer for approval on the items required herein.

Submittal specifications are to be submitted in the following format:

(A) The specifications and salient qualities of the item specified in the contract.

(B) The specifications and salient qualities of the submittal item.

(C) A listing of the differences and a comparison between the two (2), including but not limited to the structural qualities, operational qualities, any modifications necessary to accomplish installation of unit, and guarantee and warranty.

(D) A cost comparison between the specified and submitted item(s) with the cost reduction benefit to the Government or adequate justification for a cost increase to the Government.

(E) Shop Drawings of submitted item(s) including wiring or layout diagrams.

If there are any modifications necessary to facilitate installation, a set of drawings showing installation of specified item and a set showing how the submittal item will be installed.

If the specified item is to be ADA accessible the submittal item needs to show ADA access on submitted Drawings, not just state it is available as ADA accessible.

Submittals are required, but not limited to, the following sections:

01 30 00 – Work Schedule Project Schedule

01 41 00 - Quality Control and Quantity Measurement

Designation of the On-The-Job Superintendent

Designation of On-Site Quality Control Manager

Quality Control Plan

As-Built Drawings

Certificates-of-Compliance

Test Results Bill-of-Ladings 02 52 50 Water Supply Well

Contractors California C57 license

Subcontractor information

Product Data Shop Drawings

Project Record Documents

Field Quality-Control Report

Operation and Maintenance Manual

02 66 00 Water Distribution System

Product Data Shop Drawings 02 67 50 Disinfection of Water Distribution System Disinfection agent Residual test results DRAFT

03 10 00 Concrete Formwork CO Inspection of Form

03 20 10 Concrete Reinforcement Horizontal and Vertical Reinforcement Plan 03 30 10 Cast-in-Place Concrete

Mix Design Admixtures Deliver Tickets

06 10 00 Rough Carpentry Wood Treatment Data Product Data

Maintenance Instructions Warranties

Samples

07 90 00 - Caulking and Sealants

Product Data

Maintenance Instructions Warranties

Samples

09 90 00 - Finishes Product Data

Samples

13 57 00 Pressurized Water Storage Tanks

Shop Drawings

Manufacturer’s literature

Manufacturer’s installation instruction Pressure Switch

26 05 19 – Low Voltage Electrical Power Conductors and Cables Product Data Shop Drawings

26 05 26 – Grounding and Bonding For Electrical Systems

Product Data Shop Drawings

26 05 33 – Raceways

Product Data

Shop Drawings

26 05 34 – Boxes

Product Data

Shop Drawings

26 05 53 – Identification for Electrical Systems Product Data Shop Drawings 31 31 19 - Weed and Disease Prevention

Visual Equipment Inspection Reports

31 50 00 – Trenching and Backfilling

Certification of place of purchase

Product Data Weigh tickets

***END OF SPECIFICATION 01 40 00*** DRAFT

01 41 00 – Quality Control and Quantity Measurement

1.1 DESCRIPTION

This work will consist of providing quality control in conformance with the inspection of construction provisions of this contract to ensure compliance with the Drawings, Specifications, and provisions of the contract, and measuring the quantities of completed work in conformance with the provisions of the applicable specification. The Contractor will provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification. The On- The-Job Superintendent will not be the Quality Control Manager without written permission from the Contracting Officer.

1.2 RELATED WORK SPECIFIED ELSEWHERE

General Provisions FAR 52.236-5, Material and Workmanship General Provisions FAR 52.236-6, Superintendence by the Contractor General Provisions FAR 52.246-12, Inspection of Construction

1.3 MEASUREMENT AND PAYMENT

No separate measurement and payment will be made for the work of this section.

This work will be considered incidental to other Sections.

1.4 SUBMITTALS

Submittals under this section will be furnished to the Contracting Officer. Submittals include, but are not limited to the following:

Designation of the ON-THE-JOB Superintendent Designation of Quality Control Manager Quality Control Plan As-Built Drawings Certificates-of-Compliance Test Results

PART 3 - EXECUTION

3.1 ON-THE-JOB SUPERINTENDENT

Submit a letter to the Contracting Officer stating the name of the On-The-Job Superintendent and/or representative for the Contractor and the duties and authorities of the representative during work under this contract.

3.2 QUALITY CONTROL PLAN

The Quality Control Plan will consist of the following:

(1) Authorities and responsibilities of inspection and testing personnel.

(2) Experience and qualifications of inspection and testing personnel to be assigned and name and location of any (for hire) testing facility to be used.

The Contractor's proposed quality control plan for all items requiring quality control will be submitted to the Contracting Officer for review prior to the Contractor commencing work.

Within ten (10) days of receipt of the plan, the Contracting Officer will notify the Contractor whether the plan adequately covers quality control requirements. Construction work will not be performed prior to Contractor's receipt of written approval of the proposed plan. The Contractor will submit to the Contracting Officer, in writing, any proposed changes in the approved quality control plan. Proposed changes will not be put into effect until approved in writing by the Contracting Officer.

All work will comply with local applicable codes and codes referenced in individual sections of the technical specifications.

3.3 SAMPLING, TESTING, INSPECTION, AND MEASUREMENT OF QUANTITIES

The Contractor will provide and maintain appropriate measuring and testing devices, equipment, and supplies to accomplish the required measurement, testing, and inspection in a timely manner.

Tests, measurements, and certifications will be made as required by the Drawings and specifications. The Contractor will take samples and perform inspections and tests necessary to achieve the quality of construction required by the contract and make required measurements of work under this contract performed onsite or offsite. Sampling and testing frequency for specific items will be specified in the related section.

The Contractor will maintain current records of all inspections and tests performed. The following information will be acceptable to the Government:

PROJECT NAME: CONTRACT No.

Pay Item No. Test Date Location Standard Results Test By

(Initials) The Contractor will engage inspection and testing agencies which are prequalified as complying with the recommendations of "Independent Laboratory Qualification" by the American Council of Independent Laboratories, and which specialize in the types of inspections and tests to be performed.

The Contractor will protect construction exposed by or for quality control service activities and protect repaired construction. Upon completion of inspection and testing repair damaged construction and restore substrates and finishes to eliminate deficiencies. The Contractor is responsible for repair and protection of inspected work, whether inspection is performed by the Contractor or by the Government.

The Contractor will certify in writing that all inspections and tests were performed in accordance with specifications.

3.4 AS-BUILT DRAWINGS

The Contractor will maintain a set of the contract Drawings depicting as-built conditions. These Drawings will be maintained in a current condition and will be available for review. All variations from contract Drawings will be indicated in red on the Drawings. Upon completion of the contract work, As-Built-Drawings will be submitted to the Contracting Officer.

3.5 CERTIFICATES AND MEASUREMENTS

Certification:

The Contractor will furnish certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite produced materials incorporated into the work meet the applicable requirements Shown on the Drawings or stated in the Specifications. Incidental purchases needed to remedy minor shortages of material will be certified by the Contractor. Earth, aggregate and concrete material will be certified and accurately completed indicating weights, volumes, and batch times where appropriate.

Measurements:

The Contractor will make all measurements for computation of quantities for all work items except those specified for payment by Designed Quantity (DQ). The Contractor will compute the quantities for periodic progress payments; the Contracting Officer will compute the quantities for the final payment based on measurements taken by the Contractor. All Contractor measurements are subject to verification. The Contractor will submit all field notes, calculation sheets, and other data used to determine quantities. The Contractor will certify in writing as to the accuracy of the measurements and computations submitted.

The following format or one (1) containing the following information will be acceptable to the Government:

PROJECT NAME: CONTRACT No.

Quantity or

Pay Item Date Measurement Test By (Initials)

***END OF SPECIFICATION 01 41 00***

01 60 00 - Temporary Facilities and Utilities

1.1 SCOPE

The work of this section includes providing all temporary facilities and controls needed for the project. The Contractor will furnish all equipment, labor, materials, and incidentals necessary to hook-up, install and maintain the facilities. Such facilities include but are not limited to:

1. Sanitary facilities

2. Water

3. Directional signs, safety signs, and barricades

1.2 SAFETY ASSURANCE

OSHA Complaisance: Comply with Occupational Health and Safety Requirements for Construction (29 CFR 1926).

Hazardous Materials Compliance: For hazardous materials regulated by OSHA see 29 CFR Part 1910, Subpart Z.

1.3 MEASUREMENT AND PAYMENT

No separate payment will be made for the work specified in this section. This work will be considered incidental to other Sections.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 SANITARY FACILITIES

The Contractor will provide temporary sanitary facilities for all workers and maintain the facilities in a clean and sanitary state. Temporary sanitary facilities will be provided at a rate of one seat per ten workers on site. Contractor furnished facilities will be available for Government personnel use.

3.2 WATER

Contractor may use water connection at the site to support construction activities. Government has coordinated with local water provider in the area who can provide water for construction uses that will be metered. Contractor will be responsible for the cost of the water and transporting it around the project as needed.

3.3 OPERATIONS AND STORAGE AREAS

Operation and storage areas will be restricted to the project site, as directed by the Contracting Officer and show on the Drawings.

3.4 COSTS

All fees and costs for the hook-up, installation, use, maintenance and removal of temporary facilities and controls will be paid by the Contractor.

***END OF SPECIFICATION 01 60 00***

01 70 00 - Mobilization

This work will consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

1.2 MEASUREMENT

Progress payments will be made as follows:

The Contractor can request payment for performance and payment bonds. The amount of the premium, including coinsurance and reinsurance agreements, will be paid upon receipt of evidence of full payment to the surety. When separate payment for bonding cost is made, the bonding cost will be subtracted from the total contract amount for this pay item and the balance paid in accordance with the progress payment schedule outlined below.

(A) When 5 percent or more of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

(B) When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, will be paid.

(C) Upon completion of all work on the project, any unpaid amount for mobilization will be paid.

Any bonding costs in excess of the total contract amount of this pay item will be paid under one

(1) or more other pay items under this contract as determined by the Contracting Officer. In no circumstance will the total amount of this contract be increased as a result of bonding costs exceeding the total contract amount of this pay item.

The total of all payments will not exceed the original contract amount for this item.

1.3 PAYMENT

Payment will be made under:

PAY ITEM DESCRIPTION PAY UNIT

01 70 00 Mobilization L.S.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

***END OF SPECIFICATION 01 70 00*** DRAFT

01 80 00 - Contract Closeout and Cleanup

This section includes the requirements covering the disposal of excess materials resulting from construction operations and the cleanup work required in areas affected by the construction.

1.2 MEASUREMENT AND PAYMENT

No separate payment will be made for work specified in this section. This work will be considered incidental to other Sections.

PART 2 – PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 EXCESS MATERIALS AND REFUSE

All refuse and unused materials generated by the Contractor’s operations. This will include all vegetative materials and the like will be dispersed evenly throughout the area. Any material deemed unsuitable to disperse by the Contracting Officer will be disposed of off of National Forest lands in accordance with Federal, State, and local regulations, or as directed by the Contracting Officer.

3.2 CLEANUP DURING CONSTRUCTION

Cleanup shall be on a daily basis at the job site. Contractor shall be responsible for hauling off and disposing of all debris generated by contract work.

Cleanup will be performed by the Contractor as required to prevent accidents to personnel and protect all work in-place. Construction cleanup will consist of the removal of all dirt, trash, scrap, debris, and excess materials from any floor space or walking surface that may cause the tripping or sliding of workers, ladders or equipment.

3.3 FINAL CLEANUP

Immediately prior to the Contractor’s request for final inspection of the project, final cleanup will be performed. During the final inspection the Contractor and Contracting Officer will review the as-built drawings on site.

3.4 QUALITY OF CLEANUP

Site: Remove all trash and debris. Items that will be discarded shall be disposed of off of National Forest lands in accordance with Federal, State, and local regulations, or as directed by the Contracting Officer.

3.5 SALVAGEABLE ITEMS

Salvageable items not intended for use in this contract and not specifically designated to remain the property of the Government shall become the property of the Contractor

***END OF SPECIFICATION 01 80 00***

DIVISION 02 – SITE WORK

02 52 50 – Water Supply Wells

(A) This section covers the construction of potable water well. The work includes the well drilling, casing, grout seal, surface slab, sanitary seal, well disinfection, development, yield testing, required permits with fees and well drillers report.

1.2 RELATED DOCUMENTS

(A) Drawings and general provisions of the contract, including general and supplementary conditions apply to this section.

1.3 CODES AND STANDARDS

(A) Work will conform to all applicable codes and standards, latest editions. Specifically the following:

a. The State of California, Department of Water Resources: Water Well Standards (Bulletin

No. 74-81 and 74-90 or latest revision), will be used as the standard for measuring and inspection of all work performed under this contract.

b. National Sanitation Foundation (NSF)

c. American Society of Testing and Materials (ASTM)

d. California Plumbing Code, 2007 edition as based on the 2006 Uniform Plumbing Code, and as adopted by Groveland County, including appendix chapters:

i. Appendix Chapter 1, Administration

ii. Appendix A, Recommended rules for sixing the water supply system

iii. Appendix D, Sixing storm water drainage systems

iv. Appendix I, Installation Standards

1.4 LICENSES

The Contractor will have a valid California C57 license and will supply all required information to the county in order to complete the work. Submit Subcontractor information to the Contracting Officer for review and approval prior to the start of work.

1.5 DEFINITIONS

The following are industry abbreviations for plastic materials:

1. ABS: Acrylonitrile-butadiene-styrene plastic.

2. PA: Polyamide (nylon) plastic.

3. PE: Polyethylene plastic.

4. PP: Polypropylene plastic.

5. PVC: Polyvinyl chloride plastic.

1.6 PERFORMANCE REQUIREMENTS

Minimum Tested Water Supply Well Performance Capacity: One (1) gallon per minute.

1.7 MEASUREMENT AND PAYMENT

Payment will be made under:

PAY ITEM

02 52 50.01

DESCRIPTION

Well: Drilling, Development, Testing

PAY UNIT

L.S.

02 52 50.02 AC Well Pump System L.S.

1.8 SUBMITTALS

A. Product Data: Submit certified performance curves and rated capacities of selected well pumps and furnished specialties for each type and size of well pump indicated.

B. Shop Drawings: Show layout and connections for well pumps.

1. Wiring Diagrams: Power, signal, and control wiring.

2. Setting Drawings: Include templates and directions for installing foundation bolts, anchor bolts, and other anchorages.

3. Project Record Documents: Record the following data for each water supply well:

a. Casings: Material, diameter, thickness, weight per foot (meter) of length, and depth below grade.

b. Screen: Material, construction, diameter, and opening size.

c. Pumping Test: Static water level, maximum safe yield, and drawdown at maximum yield.

d. Log: Formation log indicating strata encountered.

e. Alignment: Certification that well is aligned and plumb within specified tolerances.

C. Field Quality-Control Reports: Describe substrata formations, water-bearing formations, water levels, laboratory water analysis, well-screen analysis, and performance test data.

D. Operation and Maintenance Manual: For each well pump to include in emergency, operation, and maintenance manuals.

1.9 QUALITY ASSURANCE

A. Well Driller Qualifications: An experienced water supply well driller licensed in the jurisdiction where Project is located.

B. Testing Agency Qualifications: An independent testing agency, acceptable to authorities having jurisdiction, with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

D. AWWA Compliance: Comply with AWWA A100 for water supply wells.

E. Well shall meet all requirements set for by the California State Water Resources Control

Board Division of Drinking Water

1.10 PROJECT CONDITIONS

A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer (CO) not less than two (2) days in advance of proposed utility interruptions.

B. Well Drilling Water: Provide water for drilling purposes.

PART 2 - PRODUCTS

2.1 SURFACE CONDUCTOR CASING

(A) Will be new single wall steel well casing minimum six (6) inch OD a quarter (1/4) inch wall thickness meet AWWA C 200, single ply, steel pipe with threaded ends and threaded couplings for threaded joints.

(B) Well Seals: Casing cap, with holes for piping and cables, that fits into top of casing and is removable, waterproof, and vermin proof.

2.2 GROUT

(A) Will consist of mixture of Portland Cement (type II) sand (Conforming to the requirements of ASTM C33 for fine aggregate) and water in the proportion of one bag of cement and equal volume of dry sand to not more than six (6) gallons of potable water.

2.3 DRILLING FLUIDS

(A) Drilling fluids if used will consist of potable water and high grade clays commonly used in this area.

2.4 WATER

(A) Contractor may use water connection at the site to support construction activities.

Government has coordinated with local water provider in the area who can provide water for construction uses that will be metered. Contractor will be responsible for the cost of the water and transporting it around the project as needed.

2.5 WATER WELL SCREENS

A. Screen Material: Fabricated of ASTM A 666, Type 304 stainless steel, welded; with continuous-slot, V-shaped openings that widen inwardly.

B. Screen Material: Fabricated of ASTM A 666, Type 304 stainless-steel tube; with slot-ted or perforated surface and designed for well-screen applications.

1. Screen Couplings: Butt-type, stainless steel, coupling rings.

2. Screen Fittings: Screen, with necessary fittings, closes bottom and makes tight seal between top of screen and well casing.

3. Maximum Entering Velocity: 0.1 fps (0.03 m/s).

2.6 PACK MATERIALS

A. Coarse, uniformly graded filter sand, maximum one eighth (1/8) inch three (3) millimeters in diameter.

B. Fine gravel, maximum one quarter (1/4) inch six (6) millimeters in diameter.

2.7 AC WELL PUMP SYSTEM

A. Available Manufacturers:

1. Goulds

2. Or approved equal.

B. Description: Field serviceable, submersible-type, vertical-turbine well pump complying with HI 2.1-2.5 or AWWA E101, with the following features:

1. Discharge Head/Check valve: Cast 303 stainless steel with cast in safety line loops and built-in stainless steel/BUNA check valve.

2. Casing: Stainless steel.

3. Impeller: Noryl or equal.

4. Certified to NSF/ANSI 61 Annex G Drinking Water System Components 4P49

5. Replaceable motor lead assembly.

6. Motor: Capable of continuous operation under water, with protected submersible power cable.

2.8 COLUMN PIPE

(A) Available…