April 2025

Technical Specifications

Lake Alva Campground Water System Improvements

USDA Forest Service Region One Lolo National Forest

Seeley Lake Ranger District

Prepared by:

Set No.: ____________

Project #1-24227

TECHNICAL SPECIFICATIONS

April 2025

LAKE ALVA CAMPGROUND

WATER SYSTEM IMPROVEMENTS

USDA Forest Service Region One Lolo National Forest

Seeley Lake Ranger District Missoula County, Montana

Prepared by:

Joel Rice, EI Matt Mudd, PE Tava Owens, PE

QA/QC by:

Joel Pilcher, PE Karl Yakawich, PE

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

Division Title 01010 Summary of Work 01050 Field Engineering 01275 Measurement and Payment 01300 Submittals 01410 Regulatory Requirements 01420 References 01430 Quality Assurance 01450 Quality Control 01500 Temporary Facilities and Controls 01660 Product Storage and Handling 01700 Contract Closeout 01730 Execution Requirements 01740 Cleaning and Waste Management

DIVISION 2 – SITE CONSTRUCTION

Section Title 02112 Removal of Existing Pavement, Concrete Curb, Sidewalk, Driveway and/or Structures 02221 Trench Excavation and Backfill for Pipelines & Appurtenant Structures 02232 Site Clearing 02240 Crushed Surface Course 02502 Asphalt Prime and/or Tack Coat 02510 Asphalt Concrete Pavement 02529 Miscellaneous New Concrete Construction 02615 Interior Piping, Valves, and Accessories 02660 Water Distribution 02665 HDPE Pipe 02910 Seeding

DIVISION 3 – CONCRETE

03226 Precast Concrete Curb Stops

DIVISION 16 – ELECTRICAL

16000 General Electrical Requirements 16060 Grounding and Bonding for Electrical Systems 16070 Hangers and Supports for Electrical Systems 16075 Identification for Electrical Systems 16123 Low-Voltage Electrical Power Conductors and Cables 16130 Raceway and Boxes for Electrical Systems 16140 Wiring Devices – Power Outlet Pedestals 16150 Equipment Wiring Connections 16210 Electric Utility Services 16442 Panelboards

DIVISION 1

GENERAL REQUIREMENTS

WATER SYSTEM IMPROVEMENTS 01010 - 1 OF 2

LAKE ALVA CAMPGROUND SUMMARY OF WORK

SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL

1.1 DESCRIPTION

A. The Work for this project consists of:

Replacement of the water distribution system serving the Lake Alva Campground. The project includes new water main, and all associated valves, fittings, and hydrants.

Upgrades to the well house plumbing including adding a third pressure tank, new flow meter, PRV, etc.

Replacement of the electrical components serving the Lake Alva Campground. This includes replacing the host site power outlet pedestals, distribution panels, and controls.

Optional work includes a pavement overlay at the Group Use Site.

1.2 CONTRACT DOCUMENTS

A. Portions of the Contract Documents are written in the imperative mode. Except where specifically intended otherwise, the subject of all imperative statements is the Contractor.

For example, “Furnish...” means “Contractor shall furnish...”, “Provide” means Contractor shall provide...”.

B. The Contract Documents are intended to provide the basis for proper completion of the work suitable for the intended use of the Government. Specifications and Drawings included in these contract documents establish the performance, quality requirements, location and general arrangement of materials and equipment, and establish the minimum standards for quality of workmanship and appearance. Anything not expressly set forth but which is reasonably implied or necessary for proper performance of the project shall be included.

C. The various portions of the Contract Documents, of which these specifications are a part, are essential parts of the Agreement, and a requirement occurring in any portion or part is binding as though occurring in all. All portions are intended to be complementary and to describe and provide for a complete work. Unless specifically noted otherwise, in the case of discrepancy refer to FAR for the hierarchy of precedence.

D. Submit detail schedules as specified in the Contract Documents.

E. Field verify dimensions indicated on drawings before fabricating or ordering materials.

Do not scale drawings.

WATER SYSTEM IMPROVEMENTS 01010 - 2 OF 2

LAKE ALVA CAMPGROUND SUMMARY OF WORK

F. Notify Contracting Officer (CO) of existing conditions differing from those indicated on the drawings. Verify the existence and location of underground utilities along the route of the proposed work. Omission of an existing or previous abandoned utility location on the Drawings is not to be considered as its nonexistence. Inclusion of existing utility locations on the Drawings is not to be considered as its definite location. Do not remove or alter existing utilities without prior written approval.

1.3 CONTRACTOR USE OF PREMISES

A. Comply with use as specified in the Contract Documents.

B. Do not park vehicles or equipment or store materials on private property without written permission from the CO.

PART 2 - PRODUCT – NOT USED

PART 3 - EXECUTION – NOT USED

PART 4 - MEASUREMENT AND PAYMENT

4.1 PAYMENT

A. Unless specifically noted otherwise, the work of Division 1 shall be indirect to the work, and no separate payment shall be made.

END OF SECTION

WATER SYSTEM IMPROVEMENTS 01050 - 1 OF 2

LAKE ALVA CAMPGROUND FIELD ENGINEERING

SECTION 01050

FIELD ENGINEERING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and Special Provisions of the Contract, and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following:

1. Construction layout.

2. Field engineering.

B. Related Sections include the following:

1. Division 1 Section "Submittals" for submitting surveys.

2. Division 1 Section "Contract Closeout" for submitting final property survey with

Project Record Documents, recording of Government accepted deviations from indicated lines and levels, and final cleaning.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 CONSTRUCTION LAYOUT

A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify CO promptly.

B. General: Engage a land surveyor to lay out the Work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels.

2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

3. Inform installers of lines and levels to which they must comply.

4. Check the location, level and plumb, of every major element as the Work progresses.

5. Notify CO when deviations from required lines and levels exceed allowable tolerances.

6. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction.

WATER SYSTEM IMPROVEMENTS 01050 - 2 OF 2

LAKE ALVA CAMPGROUND FIELD ENGINEERING

C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations.

D. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by CO.

3.2 FIELD ENGINEERING

A. Identification: Government and CO will identify existing benchmarks, control points, and property corners to the best of his knowledge. The Contractor will have the ultimate responsibility to locate, recognize and preserve all of these that are encountered.

B. Retain a licensed land surveyor, at the Contractor’s expense, to replace any survey corners, property pins, or highway right-of-way monuments removed or damaged during construction.

C. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations.

1. Do not change or relocate existing benchmarks or control points without prior written approval of CO. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to CO before proceeding.

2. Replace lost or destroyed permanent benchmarks and control points promptly.

Base replacements on the original survey control points.

D. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with Federal authorities having jurisdiction for type and size of benchmark.

1. Record benchmark locations, with horizontal and vertical data, on Project Record

Documents.

2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work.

3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition.

PART 4 - MEASUREMENT AND PAYMENT (Not Used)

WATER SYSTEM IMPROVEMENTS 01275 - 1 OF 12

LAKE ALVA CAMPGROUND MEASUREMENT AND PAYMENT

SECTION 01275

MEASUREMENT AND PAYMENT

PART 1- GENERAL

1.1 MEASUREMENT AND PAYMENT

A. 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 as included in the payment for items shown.

1.2 QUANTITY MEASUREMENT

A. The Contractor shall make all measurements for computation of quantities for all work items except those specified for payment by Actual Quantity (AQ) or Lump Sum Quantity (LSQ).

B. The contractor shall compute the quantities for periodic progress payments; the Contracting Officer shall compute the quantities for the final payment based on measurements taken by the Contractor.

C. All Contractor measurements are subject to verification.

D. The Contractor shall submit all field notes, calculation sheets, and other data used to determine quantities.

E. The Contractor shall certify in writing as to the accuracy of the measurements and computations submitted.

1.3 METHODS OF MEASURE AND UNITS OF MEASUREMENT

A. One of the following methods for measurement for determining final payment is DESIGNATED for each pay item;

1. Actual Quantities (AQ): Estimated quantities which are determined from actual measurements of completed work.

2. Lump Sum Quantity (LSQ) – These quantities denote one 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.

B. One of the following pay units for determining final payment is DESIGNATED on the SCHEDULE OF ITEMS for each pay item;

1. Linear Foot (LF): Linear foot measured horizontally.

2. Each: One complete unit, which may consist of one or more parts.

3. Lump Sum: These denote one complete unit of work as required by or described in the contract including necessary materials, equipment, and labor to complete the job.

4. Cubic Yard (CY): Cubic yard the volume of material used for the Work

5. Gallon (GAL): The volume of a liquid used for the Work

WATER SYSTEM IMPROVEMENTS 01275 - 2 OF 12

6. Ton: The mass of a material as measured on a certified scale used to complete the Work.

1.4 PAY ITEMS

A. Bid Item No. 01010-1 - MOBILIZATION

1. Description: This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

2. Work Required: Work required under this section includes but is not limited to the following.

a. The movement of personnel, equipment, supplies and incidentals to the project site;

b. The establishment of all facilities necessary for the work on the project;

c. The costs of obtaining the required permits, bonds, and insurance; and

d. All other work and operations which must be performed, or costs incurred prior to beginning work on the various items of the project.

3. Unit of Measurement: Lump Sum

4. Measurement: Measurement for MOBILIZATION will be made as a percentage completed of the lump sum. The total amount of premiums paid by the Contractor to obtain performance and payment bonds will be paid at one time together with the first progress payment otherwise due. When 5 percent of the total original contract amount is earned from other schedule items, 50 percent of the amount bid for mobilization will be paid, exclusive of any amount already paid the Contractor for performance and payment bond premiums. When 10 percent of the total original contract amount is earned from other schedule items, the balance of the amount bid for mobilization will be paid.

5. Payment: Payment for MOBILIZATION will be made at the contract unit price as a lump sum.

B. Bid Item No. 01172-1 – CONSTRUCTION SURVEY AND STAKING

1. Description: This item includes providing construction survey and staking necessary for construction of the project as shown in the Contract Documents.

2. Work Required: Work required under this section includes but is not limited to the following.

a. Provide personnel, equipment and supplies required for construction layout and reference staking necessary for the proper control and satisfactory completion of all structures, pipelines and other appurtenances required for the completion of the work and acceptance of the project; and

b. All incidental materials, tools, equipment, and labor for the completion of this item.

3. Unit of Measurement: Lump Sum

4. Measurement: Measurement for CONSTRUCTION SURVEY AND STAKING will be made as a percentage completed of the lump sum. 50% of the lump sum will be credited to the first progress payment, with the second 50% being credited

WATER SYSTEM IMPROVEMENTS 01275 - 3 OF 12

to subsequent progress payments in proportion to total construction completed as a percentage of the contract unit price.

5. Payment: Payment for CONSTRUCTION SURVEY AND STAKING will be made at the contract unit price as a lump sum.

C. Bid Item No. 02221-1 – TYPE A SURFACE RESTORATION (ASPHALT)

1. Description: This item includes the surface restoration for trench excavations in paved streets, parking lots, and similar areas. This item does not include the surface restoration for trench excavations necessary while installing water service lines and connections to hydrants.

2. Work Required: Work required under this section includes but is not limited to the following.

a. Removing and disposing of existing asphalt;

b. Neatly saw cutting the edges of pavement removal before patching;

c. Furnishing and installing all base and leveling courses as specified and as may be required in the field;

d. Furnishing asphalt plant mix design with Marshall;

e. Furnishing and installing hot mix asphalt;

f. Replacing any striping and/or paving markings disturbed during construction; and

g. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Linear foot

4. Measurement: Measurement for TYPE A SURFACE RESTORATION

(ASPHALT) will be made per Actual Quantity

5. Payment: Payment for TYPE A SURFACE RESTORATION (ASPHALT) will be made at the contract unit price per linear foot. The limits for surface restoration extend one foot on either side of the minimum as shown on the Drawings. Areas disturbed outside of the payment limit must be restored at the Contractor’s expense. Surface restoration for service lines will not be measured and paid for under this item, but rather will be incidental to the costs of those items.

D. Bid Item No. 02221-2 – TYPE B SURFACE RESTORATION (AGGREGATE)

1. Description: This item includes the surface restoration for trench excavations in graveled areas.

2. Work Required: Work required under this section includes but is not limited to the following.

a. Furnishing and installing aggregate surface course (as detailed); and

b. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Linear foot

4. Measurement: Measurement for TYPE B SURFACE RESTORATION

(AGGREGATE) will be made per actual quantity linear foot measured along the centerline of the trench excavation.

5. Payment: Payment for TYPE B SURFACE RESTORATION (AGGREGATE) will be made at the contract unit price per linear foot. The limits for payment extend 4 feet either side of the trench excavation centerline. Areas disturbed outside of the payment limits must be restored at the Contractor’s expense.

WATER SYSTEM IMPROVEMENTS 01275 - 4 OF 12

E. Bid Item No. 02221-3 – TYPE C SURFACE RESTORATION (LAWN AND SEED)

1. Description: This item includes the surface restoration for trench excavations, sod will be required in lawn areas and reseeding is acceptable in native grass areas.

2. Work Required: Work required under this section includes but is not limited to the following.

a. Restoring, reseeding, and fertilizing any disturbed areas;

b. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Linear foot

4. Measurement: Measurement for TYPE C SURFACE RESTORATION (LAWN

AND SEED) will be made per actual quantity linear foot measured along the centerline of the trench excavation.

5. Payment: Payment for TYPE C SURFACE RESTORATION (LAWN AND SEED) will be made at the contract unit price per linear foot. The limits for payment extend 6 feet either side of the trench excavation centerline. Areas disturbed outside of the payment limits must be restored at the Contractor’s expense.

F. Bid Item No. 02232-1 – CLEARING AND GRUBBING

1. Description: This item includes removing and disposing of the trees and shrubs as indicated on the Drawings and in the Contract Documents.

2. Work Required: Work required under this section includes but is not limited to the following.

a. Removing all trees and shrubs called out on the Drawings;

b. Disposing of all removed trees and resultant debris; and

c. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Lump Sum

4. Measurement: Measurement for CLEARING AND GRUBBING will be made as a percentage completed of the lump sum.

5. Payment: Payment for CLEARING AND GRUBBING will be made at the contract unit price bid as a lump sum.

G. Pay Item No. 02525-1 – REPLACE WELL CAP

1. Description: This item shall include all work necessary to remove and replace the well cap on the existing well.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Removal and disposal of the existing well cover;

b. Furnishing and installing a new sanitary vented well cover;

c. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Per Each

4. Measurement: Measurement for REPLACE WELL CAP will be measured per

Actual Quantity.

5. Payment: Payment for REPLACE WELL CAP will be made at the contract unit price per linear foot.

WATER SYSTEM IMPROVEMENTS 01275 - 5 OF 12

H. Bid Item No. 02660-1 –JUNCTION VAULT WITH TEE, VALVES AND BLOW OUT

ASSEMBLY

1. Description: This item shall include furnishing and installing vaults, tees, valves, and blow out assembly in sizes as indicated on the Drawings and in the Contract Documents.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Excavation, bedding, geotextile fabric, backfill, and compaction;

b. Dewatering, sheeting, and shoring;

c. Furnishing and installing vaults, tees, valves, and blow out assembly along with all accessories as outlined in the Specifications and detailed in the Drawings;

d. Furnishing to the Government two (2) sets of lid keys/wrenches compatible with the vault lid locking device;

e. Disinfection of water fittings, piping, valves and accessories;

f. Surface restoration including repair, removing, replacing and grading topsoil and reseeding areas damaged during the installation of the vault.

g. Visual leak test of junction and blow out assembly and connections; and

h. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Lump Sum

4. Measurement: Measurement for JUNCTION VAULT WITH TEE, VALVES

AND BLOW OUT ASSEMBLY shall be lump sum.

5. Payment: Payment for JUNCTION VAULT WITH TEE, VALVES AND BLOW

OUT ASSEMBLY shall be made at the contract unit price lump sum.

I. Bid Item No. 02660-2 – 1” POLYETHYLENE (PE) WATER SERVICE

1. Description: PE water service line in sizes and classes indicated on the drawings and in the contract documents. Service line installation shall be by: 1) Removing pavement and/or gravel, trench excavation, line installation, trench backfill, and pavement and/or gravel restoration; or 2) Pushing or pulling the service line without destruction to surfacing; or 3) Combination of 1 and 2 or other method approved by the CO.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Excavation and backfill;

b. Dewatering, sheeting, and shoring required for installation;

c. Furnishing and installing bedding;

d. Testing, cleaning and disinfecting;

e. Pushing or pulling service lines if applicable;

f. Furnishing and installing polyethylene service line;

g. Surface restoration (pavement and/or gravel)

h. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Linear foot

4. Measurement: Measurement for POLYETHYLENE (PE) WATER SERVICE

LINE will be measured per Actual Quantity linear foot along the centerline of the pipe through all valves, fittings, and appurtenances as indicated in the Contract documents.

5. Payment: Payment will be made at the contract price per linear foot for the various sizes and classes of POLYETHYLENE (PE) WATER SERVICE LINE

WATER SYSTEM IMPROVEMENTS 01275 - 6 OF 12

and shall include the cost of trench excavation, pipe bedding, backfill and surface restoration.

J. Bid Items No. 02660-3 – IRRIGATION BOX WITH ISOLATION VALVE

1. Description: Irrigation boxes with risers and valves in sizes indicated on the Drawings and in the Contract Documents.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Trench excavation, bedding, backfill, and compaction;

b. Dewatering, sheeting, and shoring;

c. Furnishing and installing ball valves and irrigation boxes with risers as necessary;

d. Disinfection and testing;

e. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each

4. Measurement: Measurement for IRRIGATION BOX WITH ISOLATION

VALVE will be measured per Actual Quantity for the various types and sizes listed in the Contract documents.

5. Payment: Payment will be made at the contract unit price per each type and size of IRRIGATION BOX WITH ISOLATION VALVE as specified in the plans.

K. Bid Item No. 02660-4 – NEW HYDRANT PAD, WOODEN POST, PIPING, AND

APPURTENANCES

1. Description: This section shall include new piping and faucet handles installed within existing posts and concrete pads and tied into the new mains.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Excavation, bedding, backfill and compaction around the hydrant;

b. Furnishing and installing new concrete hydrant pads with cast in steel post brackets;

c. Furnishing and installing new metal drain as indicated on the plans, including drain rock below drain;

d. Furnishing and installing new wooden hydrant posts;

e. Furnishing and installing new piping, faucet handles, and all other appurtenances as indicated on the plans;

f. Painting and finishing posts and brackets:

g. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each.

4. Measurement: NEW HYDRANT PAD, WOODEN POST, PIPING, AND

APPURTENANCES will be measured per Actual Quantity and shall include all work and materials needed for installation, including furnishing and installing all necessary couplings and fittings.

5. Payment: Payment will be made at the contract unit price per each for NEW

HYDRANT PAD, WOODEN POST, PIPING, AND APPURTENANCES.

L. Bid Item No. 02660-5 – HOST SITE HYDRANT WITH BACKFLOW PREVENTION

1. Description: This section shall include new piping, irrigation boxes, backflow prevention, posts and hydrant handles installed within existing posts and concrete pads and tied into the new mains.

WATER SYSTEM IMPROVEMENTS 01275 - 7 OF 12

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Dewatering, sheeting, and shoring;

b. Excavation, bedding, backfill and compaction around the irrigation box and hydrant;

c. Furnishing and installing new irrigation boxes with risers as necessary, backflow prevention assembly, piping, hydrant posts and hose bibs as indicated on the plans;

d. Disinfection and testing:

e. Painting and finishing posts and brackets in a manner approved by the

CO;

f. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each.

4. Measurement: HOST SITE HYDRANT WITH BACKFLOW PREVENTION will be measured per Actual Quantity and shall include all work and materials needed for installation, including furnishing and installing all necessary couplings and fittings.

5. Payment: Payment will be made at the contract unit price per each for HOST

SITE HYDRANT WITH BACKFLOW PREVENTION.

M. Bid Item No. 02660-6 – CONNECT TO EXISTING WATER MAIN

1. Description: Connections to existing water mains will include connecting new water mains to existing water mains that are currently in service. No extra compensation will be allowed due to the uncertainty of types and classes of existing pipe. Connections to new water mains installed under this project will not be paid for separately and the costs associated therewith shall be included in the costs necessary to furnish and install the fitting. Removal and replacement of existing water system components, as required, will not be paid for separately and the costs associated therewith shall be included in other pay items.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Additional trench excavation, bedding, backfill and compaction;

b. Shutting the water off to the affected area;

c. Cutting existing mains;

d. Dewatering, sheeting and shoring required for installation;

e. Furnishing and installing transition gaskets, couplings, and adapters for existing pipe. Reducers required to transition from the new pipe diameter to the existing pipe diameter are paid for elsewhere;

f. Furnishing and installing additional pipe needed to make the connection;

g. Incidentals necessary to complete the work as specified; and

h. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each

4. Measurement: CONNECT TO EXISTING WATER MAIN will be measured per

Actual Quantity and shall include pipe except where more than 10 feet of pipe is required to make the connection as determined by the CO. Except for couplings, all fittings and pipe in excess of 10 feet shall be paid for separately as detailed elsewhere in these Specifications. All connections to existing main are measured as one connection. There is no difference between connecting a cross or tee to an existing main versus a 90° Elbow.

WATER SYSTEM IMPROVEMENTS 01275 - 8 OF 12

5. Payment: Payment will be made at the contract unit price bid per each for

CONNECT TO EXISTING WATER MAIN.

N. Bid Items No. 02660-7 – REMOVE, DISPOSE, AND RESURFACE EXISTING VALVE

BOXES

1. Description: This section shall include the removal and legal disposal of all existing piping and appurtenances in the existing pump house.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Demolition and removal of all existing valve boxes;

b. Sawcutting pavement in paths as needed to remove valve boxes;

c. Hauling and disposal of valve boxes in a legal manner;

d. Resurfacing over existing valve box locations to match existing conditions to include patch paving, aggregate, or seeding.

e. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each

4. Measurement: REMOVE, DISPOSE, AND RESURFACE EXISTING VALVE

BOXES will be per Each.

5. Payment: Payment for REMOVE, DISPOSE, AND RESURFACE EXISTING

VALVE BOXES will be made at the contract price per Each.

O. Bid Items No. 02660-8 – FURNISH AND INSTALL A NEW LOW POINT DRAIN

1. Description: Irrigation boxes with risers and valves in sizes indicated on the

Drawings and in the Contract Documents.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Trench excavation, bedding, backfill, and compaction;

b. Furnishing and installing ball valves, tees, and irrigation boxes with risers as necessary;

c. Wire mesh screened outlet with rock or riprap around pipe outfall;

d. Disinfection and testing;

e. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each

4. Measurement: Measurement for – FURNISH AND INSTALL A NEW LOW

POINT DRAIN will be measured per Actual Quantity for the various types and sizes listed in the Contract documents.

5. Payment: Payment will be made at the contract unit price per each type and size of

– FURNISH AND INSTALL A NEW LOW POINT DRAIN as specified in the plans.

P. Bid Items No. 02665-1 – 2” HDPE WATER MAIN

1. Description: HDPE water line in sizes and classes indicated on the drawings and in the contract documents.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Excavation and backfill;

b. Dewatering, sheeting, and shoring required for installation;

c. Furnishing and installing pipe and fused joints;

d. Furnishing and installing appropriate detection wire and marking tape;

WATER SYSTEM IMPROVEMENTS 01275 - 9 OF 12

e. Testing, cleaning and disinfecting;

f. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Linear foot

4. Measurement: 2” HDPE WATER MAIN will be measured per Actual Quantity linear foot along the centerline of the pipe through all valves, fittings, and appurtenances as indicated in the Contract documents.

5. Payment: Payment will be made at the contract price per linear foot of the various sizes and classes of 2” HDPE WATER MAIN and shall include the cost of trench excavation, pipe bedding and backfill

Q. Bid Item No. 02615-1 – PUMP HOUSE IMPROVEMENTS

1. Description: This section shall include the removal and legal disposal of all existing piping and appurtenances in the existing pump house. The Work shall include furnishing and installing new piping located in the pump house and all pipe from inside the pump house to outside the pump house. Work shall include all pipe and fittings necessary to connect to the existing pipe penetrations within the pump house. Shall include furnishing and installing a new 2” pressure relief valve, new 2” check valves, new Flow Meter, new 2” ball valves, new smooth nose sample tap, a new pressure switch, a new pressure gauge, and a new 86 gallon pressure tank with raised platform inside the pump house. Work shall include all valves and fittings necessary to connect to the new pump house piping.

2. Work Required: Work required under this section shall include but not be limited to the following:

a. Demolition and removal of all piping and appurtenances in the pump house;

b. Hauling and disposal of piping in a legal manner;

c. Furnish and install all necessary piping, tees, elbows, couplers, etc.

d. Furnishing and installing the pressure relief valve;

e. Furnishing and installing the check valves;

f. Furnishing and installing the flow meter;

g. Furnishing and installing any adapters and fittings needed to install the flow meter;

h. Furnishing and installing the ball valves;

i. Furnishing and installing the smooth nose sample tap;

j. Furnishing and installing the pressure switch;

k. Furnishing and installing the pressure gauge;

l. Furnishing and installing the 86 gallon pressure tank;

m. Furnishing and installing a new raised platform for the new pressure tank;

n. Providing disinfection and testing of the system;

o. Providing operation and maintenance manuals;

p. Sealing all pipe penetrations;

q. Providing necessary painting of all piping;

r. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Lump Sum.

4. Measurement: PUMP HOUSE IMPROVEMENTS will be by Lump Sum.

5. Payment: Payment for PUMP HOUSE IMPROVEMENTS will be made at the contract Lump Sum price.

WATER SYSTEM IMPROVEMENTS 01275 - 10 OF 12

R. Bid Item No. 16000-1 – ELECTRICAL IMPROVEMENTS

1. Description: This item shall include the demolition and removal of all existing electrical components and heater from the pump house building as well as demolition and removal of existing host site power pedestals. Coordination with the utility owner to upgrade the pump house building electrical service. Furnish and install new host site power outlet pedestals, panelboards, 100A circuit breakers, 30A circuit breaker, conduit, cables, grounding, and all other electrical components.

2. Work Required: The work required under this section shall include but not be limited to the following:

a. Demolition and removal of all electrical components including panels, conduit and wires from the pump house;

b. Coordination with the electrical company and furnish and installing electrical service and disconnect at the pump house

c. Furnish and install power outlet pedestals and all necessary panels, conduit, wire, and fixtures;

d. Furnish and install new panelboard in pump house;

e. Furnish and install all necessary panels, conduit, wire and fixtures for the circuit breakers in the pump house building;

f. Furnish and install wires of the various types indicated in the plans;

g. Furnish and install all 1 ½” conduit within the pump house and outside the pump house;

h. Furnish and install all necessary wire, rods, and accessories needed for electrical grounding;

i. Furnish and install all connectors, elbows, couplers, accessories, etc;

j. Provide start up services and operator training;

k. Provide operation and maintenance manuals;

l. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Lump Sum

4. Measurement: Measurement for ELECTRICAL IMPROVEMENTS will be by lump sum.

5. Payment: Payment for ELECTRICAL IMPROVEMENTS will be made at the contract Lump Sum price.

OPTIONAL ITEM 1 – ASPHALT OVERLAY AT GROUP USE SITE:

S. Bid Item No. 02240-1 – AGGREGATE SURFACE COURSE

1. Description: This item shall meet the requirements of Section 02240 of the technical specifications. The size of material to be used on this project is listed on the Contract documents.

2. Work required under this section shall include but not be limited to the following:

a. Provide gradation data for aggregate as required;

b. Loading, hauling, and spreading the aggregate surface course material;

c. Blending, watering and compacting;

d. Finish grading to the lines and grade shown on the plans;

e. All labor, tools, equipment, materials, royalties, incidentals necessary to complete the work as specified.

3. Unit of Measurement: Cubic Yard

WATER SYSTEM IMPROVEMENTS 01275 - 11 OF 12

4. Measurement: Measurement for AGGREGATE SURFACE COURSE will be per Design Quantity or Actual Quantity and to the neat lines and grade as shown on the plans.

5. Payment: Payment for the AGGREGATE SURFACE COURSE will be made at the contract unit price per cubic yard.

T. Bid Item No. 02502-1- ASPHALT TACK COAT, GRADE SS-1

1. Description: This item shall meet the requirements of Section 02502 of the technical specifications.

2. Work Required: The work required under this section shall include but not be limited to the following:

a. Preparatory work including removing loose material, sweeping, cleaning, and vegetation removal;

b. Furnishing and spraying the asphalt tack;

c. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Gallon

4. Measurement: Measurement for the ASPHALT TACK COAT , GRADE SS-1 will be per Actual Quantity.

5. Payment: Payment for the ASPHALT TACK COAT , GRADE SS-1 will be made at the contract unit price per Gallon.

U. Bid Item No. 02510-1- SAWCUTTING PAVEMENT

1. Description: This item shall include sawcutting of existing pavement for transitions.

2. Work Required: The work required under this section shall include but not be limited to the following:

a. Sawcut existing pavement;

b. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Linear Foot

4. Measurement: Measurement for the SAWCUTTING PAVEMENT will be per

Actual Quantity.

5. Payment: Payment for the SAWCUTTING PAVEMENT will be made at the contract unit price per Linear Foot.

V. Bid Item No. 02510-2- ASPHALT CONCRETE

1. Description: This item shall meet the requirements of Section 02510 of the technical specifications. Unless otherwise approved by the Engineer, the plant mix shall consist of Type B aggregate using performance grade asphalt binder 58-28. The surface course thickness shall be 2 inches compacted.

2. Work Required: The work required under this section shall include but not be limited to the following:

a. Providing job-mix formula submittal;

b. Providing, furnishing, transporting, stockpiling, heating, drying, and screening of aggregate materials;

c. Furnishing, handling, measuring, mixing and manipulating of asphalt concrete materials including asphalt cement;

d. Hauling, placing, shaping, compacting and finishing of the paving mix;

e. Compaction tests as specified herein;

f. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

WATER SYSTEM IMPROVEMENTS 01275 - 12 OF 12

3. Unit of Measurement: Ton

4. Measurement: Measurement for the ASPHALT CONCRETE will be per Actual

Quantity.

5. Payment: Payment for the ASPHALT CONCRETE will be made at the contract unit price per Ton.

W. Bid Item No. 03226-1- REMOVE AND RESET WHEELSTOPS:

1. Description: This item shall include removal and resetting of existing wheelstops.

2. Work Required: The work required under this section shall include but not be limited to the following:

a. Removal, storage and reinstallation of precast concrete wheelstops;

b. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each

4. Measurement: Measurement for the REMOVE AND RESET WHEELSTOPS will be per Actual Quantity.

5. Payment: Payment for the REMOVE AND RESET WHEELSTOPS will be made at the contract unit price per Each.

X. Bid Item No. 03226-2- NEW PRECAST CONCRETE WHEELSTOPS

1. Description: This item shall include supply and installation of new wheelstops.

2. Work Required: The work required under this section shall include but not be limited to the following:

a. Furnish “certificate confirming compliance for reinforcement and strength” issued by the Precast manufacturer.

b. Furnish, handling and installation of new wheelstops;

c. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified.

3. Unit of Measurement: Each

4. Measurement: Measurement for the NEW PRECAST CONCRETE WHEELSTOPS will be per Actual Quantity.

5. Payment: Payment for the NEW PRECAST CONCRETE WHEELSTOPS will be made at the contract unit price per Each.

END SECTION

WATER SYSTEM IMPROVEMENTS 01300 - 1 OF 12

LAKE ALVA CAMPGROUND SUBMITTALS

SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for submitting all submittals, including but not limited to, Shop Drawings, Product Data, Samples, and other miscellaneous submittals.

B. Related Sections include the following:

1. Division 1 Sections "Quality Control” and “Quality Assurance" for submitting test and inspection reports and Delegated-Design Submittals.

2. Division 1 Section “Contract Closeout” for submitting final pay applications and

O&M Manual

C. Submittals are categorized into two types: Action Submittals and Informational Submittals, as follows:

1. Action Submittals: Written and graphic information submitted by the Contractor that requires CO’s responsive action. The following are examples of action submittals:

a. Shop drawings

b. Product data

c. Samples

d. Operation and Maintenance Manuals

e. Site Usage Plan (Contractor’s staging – including trailer sitting and material laydown area)

f. Schedule of Values

g. Payment application

h. Other requirements found within the technical specifications

D. Informational Submittal: Information submitted by the Contractor that does not require the CO’s responsive action. Submittals may be rejected for not complying with requirements. The following are examples of informational submittals:

1. Shop Drawing Schedule

2. Progress Schedule

3. Schedule of Submittals

4. Statement of Qualifications

5. Construction Photography and Videography

6. Work Plans

7. Traffic Plans

WATER SYSTEM IMPROVEMENTS 01300 - 2 OF 12

8. Outage Requests

9. Proposed Testing Procedures

10. Test Records and Reports

11. Vendor Training Outlines/Plans

12. Test and Start-Up Reports

13. Certifications

14. Design Data

15. Manufacturer(s) Instructions

16. Record Drawings

17. Record Shop Drawings

18. Submittals required by laws, regulations and governing agencies

19. Warranties, Insurance and Bonds

20. Contract Close-Out Documents

21. Material Data Safety Sheets

22. Other requirements found within the technical specifications

1.3 RELATED WORK

A. Additional submittal requirements may be specified in the respective technical Specification Sections.

1.4 SUBMITTAL PROCEDURES

A. General: Deliver submittals electronically in PDF format.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities in accordance with the General Conditions.

C. Submittals Schedule: Submit per the General Conditions

D. Direct Transmittal from Contractor: CO will not accept submittals from anyone but the Contractor.

E. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 calendar days for initial review of each submittal.

Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. Allow 14 calendar days for processing each resubmittal.

3. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

F. Contractor’s Responsibilities

1. All submittals shall be clearly identified as follows:

a. Date of Submission

b. Project Number

c. Submittal Number

d. Project Name

WATER SYSTEM IMPROVEMENTS 01300 - 3 OF 12

e. Contractor Identification

1) Contractor

2) Supplier

3) Manufacturer

4) Manufacturer or supplier representative

f. Identification of Product

g. Contractor stamp verifying that they have reviewed the submittal

h. Reference to Contract Drawing

i. Reference to Specification Number, Page, and Paragraph

j. Reference to applicable standards, such as AWWA, ASTM, ASHTO, etc

k. Indication of Contractor’s approval

l. Contractor’s Certification statement

m. Identification of deviations or variances from the Contract Documents, if any

n. Reference to previous submittal (for resubmittals)

o. Made in America (when required by the Contract Documents)

2. Submittals shall be clear and legible, and of sufficient size for legibility and clarity of the presented data

3. Submittal Log. Maintain a log of all submittals. The submittal log shall be kept accurate and up to date. Provide the submittal log to the CO, if requested by the Government or CO. This log should include the following items (as applicable):

a. Description

b. Submittal Number

c. Date transmitted to the CO

d. Date returned to Contractor (from CO)

e. Status of Submittal (Reviewed/Reviewed and Noted/etc)

f. Date of Resubmittal to CO and Return from CO (if applicable and repeat as necessary)

g. Distribution to subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as required.

h. Date material released for fabrication

i. Projected (or actual) delivery date

4. Numbering System: Utilize the following submittal identification numbering system:

a. The first six digits shall be the applicable Specification Section Number.

b. The next three digits shall be the sequential number of each separate item or drawing submitted under each Specification Section, in the chronological order submitted, starting at 1.

c. The last character shall be the letter R followed by a digit, if a resubmittal is required, starting with 1 and continuing with sequential numbers. A typical submittal number would be as follows:

a) 03300-3-R2

b) 03300 = Specification section for Concrete.

c) 3 = the third different submittal under this Section.

d) R2 = the third submission (second resubmission) of that particular submittal.

5. Variances

a. Notify the CO in writing, at the time of submittal, of any variations or deviations in the submittals from the requirements of the Contract Documents per the General Conditions.

WATER SYSTEM IMPROVEMENTS 01300 - 4 OF 12

b. Notify the CO in writing, at the time of re-submittal (resubmission), of all variations or deviations from previous submission of that particular shop drawing, except those deviations which are the specific result of prior comments from the CO.

6. Contractor’s Certification

a. Each submittal shall have affixed to it the following Certification

Statement:

1) “Certification Statement: By this statement, I hereby represent that I have met the requirements of subsection 7.16.A of the General Conditions, satisfied the Contractor’s obligations under the Contract Documents with respect to Contractor’s review of submittals, and that (enter company name) approves the submittal.”

b. Each submittal shall bear the above Certification Statement on the cover sheet.

c. Each certification statement shall be signed and dated by the individual that reviewed and approved the information prior to submitting the documents to the CO.

G. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities.

H. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

PART 2 - PRODUCTS

2.1 REQUIRED SUBMITTALS

A. It shall be the Contractor's responsibility to submit all items with such promptness as to cause no delay in the Work. Approvals must be obtained before starting any Work which involves them.

B. The Contractor shall submit a Schedule of Values for the various components of the Work to the CO.

C. The following submittals are required following award of the contract for review and/or approval pursuant to contract provisions:

1. One copy of the Work Progress Schedule listing main types of Work and antici-pated times for construction and completion.

D. One copy of the list of subcontractors proposed for the principal parts of the Work.

E. Copies of Certification and other documentation which establish the qualifications of proposed workers to perform the Work.

At a minimum the contractor shall provide project submittals as shown on the Submittal Log below.

Submittal requirements are listed throughout these specifications and the Drawings.

WATER SYSTEM IMPROVEMENTS 01300 - 5 OF 12

Log No.

Indirect to Pay Item(s) Description of Submittal Type of Submittal

Requirement found in Specifi-cation No.

/Drawings

1 01010-1 Schedule Schedule 01010

2 01712-1 Construction Staking Survey Notes 01712

3 01300-1 List of Subcontractors Listing 01300

4 01300-1 Qualifications of Proposed Work-ers Listing 01300

5 01010-1 Contractor Quality Control Plan Plan 01450

6 01010-1 Material Storage/Staging Plan Plan and Description Drawings

02665-1, 02730-(1-

3)

HDPE Pipe, Fittings, Hydrants, Valve Boxes, and all Appurte-nances (Including Tracer Wire)

Material Submittals 02665, 02730, Plans

8 02730 (1-

3) Pipe Bedding Material

Material Certifica-tions, Compaction Test Results and Proctor

02221, 02222

9 01330-1 Closeout Documents As-Built Drawings 01700

2.2 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit five hard copies (paper) of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

2. Electronic Submittal: Contractor may, at their option, provide Action Submittals in an electronic format provided the following conditions are met:

a. The submittal contains no pages or sheets larger than 24 x 36 inches

b. The entire submittal is included in a single file.

c. Electronic files are PDF format (with printing enabled).

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information,…