2 - Technical Provisions.pdf

M Hendrickx – Connection to City of Spokane Water Coeur d’Alene Tribe IHS Spokane District Office

June 2026 00010 Table of Contents PO-24-D28 Page 1 of 2

COEUR D’ALENE TRIBE

M HENDRICKX – CONNECTION TO CITY OF SPOKANE WATER

SPOKANE COUNTY, WASHINGTON

IHS PROJECT PO-24-D28

TABLE OF CONTENTS

Bid Schedule

Division 01 – General Requirements 01100 Summary of Work 01220 Price and Payment 01310 Project Management and Coordination 01330 Submittal Procedures and Requirements 01430 Quality Control 01770 Closeout Procedures 01780 Closeout Submittals 02518 Water Service Lines

Division 02 – Site Construction 02900 Site Restoration

All materials, workmanship, and construction of water services shall meet or exceed:

• City of Spokane Water Department Rules and Regulations for Water Service Installations

(Included)

• City of Spokane General Special Provisions for Private Contracts (Included by Reference)

• Washington State Department of Transportation Standard Specifications and Standard

Plans for Road, Bridge, and Municipal Construction (WSDOT Standard Specifications) (Included by Reference)

• American Public Works Association, Washington Chapter (Included by Reference)

All references to any published standards shall refer to the latest revision of the standard, unless specifically stated otherwise. Where there is conflict between the contract documents and any applicable standards, the higher quality standard shall apply.

Drawings Individual Homesite Utility Trench Backfill Detail A-1 Utility Trench Backfill Detail A-2 Water & Sewer Crossings Detail A-5 Cast Iron Valve Box Detail Typical 1-2” Water Service Detail PVC Water Meter Box Typical Installation Detail Asphalt Patches Detail

June 2026 00010 Table of Contents PO-24-D28 Page 2 of 2

This Page Intentionally Left Blank

BID SCHEDULES

Marquette Hendrickx

COEUR D'ALENE TRIBE

PO-24-D28

ITEM DESCRIPTION EST

QTY UNIT ESTIMATED UNIT

PRICE

ESTIMATED TOTAL

PRICE

1. Mobilization/Demobilization 1 LS

2. Sawcut Asphalt 50 LF

3. Asphalt Removal & Disposal 1 LS

4. Expose Water Main for City 1 LS

5. Excav, Backfill, & Compact (5' in right-of-way) 50 LF

6. Pressure Regulating Valve 1 EA

7. 1" Curb Stop & Box 1 EA

8. Replace Road Section to City Standards 16 SY

9. 1" HDPE Water Service Line (exc, backfill, & compaction included) 75 LF

10. Site Restoration 1 LS Base Bid A Subtotal

Base Bid Schedule B - City of Spokane Fees:

1. Water Tap & Meter Application Fee - City 1 EA

2. 1" Water Tap - City 1 EA

3. Water Main Tie In 1 EA

4. 3/4" Water Meter in PVC Box - City 1 EA

5. Meter Box Install - City 1 EA

Base Bid B Subtotal

Additive Alternate Bid Schedule 1 - Abandon Existing Wells (May or may not be awarded)

1. Abandon Well 2 EA

Construction Subtotal (Base Bid A + Base Bid B + Aditive Alternate Bid 1)

TOTAL ALL SCHEDULES

Signature of Offeror Date

Position and Company

*SALES TAX SHALL BE INCORPORATED INTO EACH LINE ITEM AS APPROPRIATE. LINE ITEMS CONSISTING ONLY OF SALES TAX SHALL

NOT BE APPROVED*

Note: City of Spokane GFC Charge is not eligible for IHS funding. Contractor to verify that City of Spokane has accepted payment arrangements from homeowner.

Base Bid Schedule A - Connection to City of Spokane Water

NOTE TO OFFERORS: NO TERO FEES APPLY

THE OFFEROR MUST SUBMIT A PROPOSAL ON ALL ITEMS OF

THE SCHEDULES AS AWARD WILL BE MADE IN AGGREGATE.

THE ESTIMATED QUANTITIES OF INDIVIDUAL ITEMS MAY BE

INCREASED OR DECREASED AS REQUIRED TO

ACCOMMODATE ACTUAL CONDITIONS AT THE SITE BY THE

PROJECT ENGINEER AT THE UNIT BID PRICE. HOWEVER, IN

NO EVENT SHALL THE TOTAL VALUE OF THE WORK

PERFORMED EXCEED THE TOTAL CONTRACT AMOUNT

WITHOUT PRIOR WRITTEN APPROVAL OF THE

CONTRACTING OFFICER. THE CONTRACTOR SHALL BE PAID

FOR ACTUAL QUANTITIES INSTALLED.

June 2026 01100 Summary of Work PO-24-D28 Page 1 of 4

SECTION 01100

SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. The work to be performed under this contract shall consist of furnishing the following to perform the work outlined in these specifications and as indicated by Project Drawings:

1. Tools

2. Equipment

3. Materials

4. Labor

5. Supplies

6. Manufactured articles

7. All transportation to complete the work

8. Temporary facilities

B. Location of Work: Spokane, Spokane County, Washington

C. Incidentals Items: All work, materials, and services not expressly listed as being provided by others or not expressly called for in the contract but necessary for the completion of the work in good faith, shall be furnished, installed, and performed by the contractor.

1.2 WORK REQUIRED

A. Furnish all labor, materials, equipment, and supervision necessary to construct the following facilities as described by these specifications and drawings. All work, materials, and services not expressly listed as being provided by others or that are called for in the contract or necessary to provide a complete and operational system shall be furnished, installed, and performed by the Contractor.

1. Bid Schedule – Abandon Existing Well / Connect to City of Spokane Water

a. Coordinate with the City of Spokane Water Department and Spokane County for project scheduling, submit required applications, pay necessary fees, and obtain appropriate permits.

b. Abandon well - to be performed by licensed well driller in accordance with Washington State Department of Ecology requirements.

June 2026 01100 Summary of Work PO-24-D28 Page 2 of 4

c. Sawcut, remove, and dispose of asphalt in preparation for excavation for water service installation.

d. Expose the existing water main in 53rd Avenue in preparation for the City of Spokane Water Department to tap the water line.

e. Excavate and provide bedding for the City of Spokane to install the water service and all fittings and appurtenances to and including the water meter at the property line. Then backfill and compact the soil over the water service. Provide soil density testing to meet City of Spokane / Spokane County compaction requirements.

f. Install pressure regulating valve.

g. Patch asphalt cut in 53rd Avenue, meeting City of Spokane / Spokane

County requirements.

h. Install ¾-inch polyethylene water service line from water meter to the home to be serviced.

i. Restore the site to original condition or better.

B. Work site is identified on the attached site plan.

C. The materials and construction methods specified herein are minimum requirements. Where the applicable codes and ordinances require more stringent materials or execution methods, they shall apply.

1.3 SITE CONDITIONS

A. Utilities

1. Buried utilities shown on the site plan indicate what the Contractor may encounter, they are NOT FOR LOCATION plans or PURPOSES. Locations, material, and sizes of any utilities shown are approximate and not meant as a complete representation. Contractor must obtain exact locations of utilities using state “Utility Locate” hotlines. Contractor should contact all other utility owners not covered by the state “Utility Locate” hotlines.

2. Protect existing utilities during construction.

3. Immediately notify City of Spokane, Project Engineer, and the utility owner of any damaged utilities.

4. Any and all damage that results from work under this contract shall be promptly repaired at the expense of the Contractor.

B. State of Washington

1. All applicable state laws and ordinances are required to be followed, including but not limited to:

June 2026 01100 Summary of Work PO-24-D28 Page 3 of 4

a. Revised Code of Washington (RCW)

b. Washington Administrative Code (WAC)

c. Washington State Building Code Council (SBCC)

d. Washington State Safety Standards for Construction Work

2. The Contractor must, where applicable, have work performed by permitted and/or licensed businesses and employees.

C. References - Construction Specification Institute (CSI) for Water Supply Lines.

D. Permits - All required permits are the responsibility of the Contractor.

1.4 SAFETY

A. Follow OSHA safety guidelines at all times.

B. Examples of required safety practices include, but are not limited to:

1. Personal protective equipment worn on the job site, such as head protection, eye protection, hearing protection, hand protection, protective clothing, high-visibility clothing, foot protection, and fall protection.

2. Trench shoring and/or other practices required to ensure safety to workers in trenches.

3. Barricades, covers, or other adequate methods of preventing passerby access to unattended excavations.

1.5 DISTURBED AREAS

A. All areas that are disturbed by the Contractor are to be returned to their original condition or better. This includes, but it not limited to:

1. Sidewalks

2. Roadways

3. Driveways

4. Fencing

5. Landscaping

6. Grass

7. Vegetation

1.6 CLOSEOUT

A. Inform City of Spokane Water Department and Project Engineer of date and time for

Final Inspection. Final Inspection should include inspection of all installed facilities.

All deficiencies will need to be completed before full payment is made.

June 2026 01100 Summary of Work PO-24-D28 Page 4 of 4

B. All submittals and as-built drawings of systems specified in Division 02 must be received in a correct and complete manner before final payment can be made.

1.7 ADDITIONAL INFORMATION

A. For information regarding the technical aspects of the project, contact the Project

Engineer:

Karla Kendall, PE Environmental Engineer Indian Health Service 528 E Spokane Falls Blvd, Ste 302 Spokane, WA 99202 509-867-6022 karla.kendall@ihs.gov

B. For information regarding city water standards and requirements, contact:

City of Spokane Water department 914 E North Foothills Drive Spokane, WA 99207 509-625-7800

C. All project activities shall comply with all City of Spokane Water Department and

Spokane County requirements related to the completion of the work including the acquisition of necessary permits and the payment of fees.

END OF SECTION

M Hendrickx – Connection to City of Spokane Water IHS Spokane District Office Coeur d’Alene Tribe

June 2026 01220 Price and Payment PO-24-D28 Page 1 of 4

SECTION 01220

PRICE AND PAYMENT

A. Work covered by this section includes method of measurement and basis of payment for all divisions included.

B. Payment for the various items of the Bid Schedules, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, materials, labor, supplies, manufactured articles, transportation, and temporary facilities required to complete the work, including incidentals.

C. Respective prices and payment shall constitute full compensation for all work completed including incidentals.

D. All items not expressly listed as being provided by others that are necessary for the completion of work shall be furnished and installed by the Contractor.

1.2 ESTIMATED QUANTITIES

A. All quantities stipulated in the bid schedule or other contract documents are approximate and are to be used:

1. as a basis for estimating the probable cost of the work, and

2. for the purpose of comparing the bids submitted.

B. The Contractor shall be paid for actual quantities installed based on the quantities measured in the field. The actual amounts of work completed and materials furnished may differ from estimated quantities. The Contractor shall make no claim for damages, anticipated profits, or otherwise, on account of differences between the estimated amounts and the actual amount of work performed and materials furnished.

C. At no time shall the Contractor exceed the agreed upon total cost without prior approval from the Contracting Officer.

1.3 SURVEY AND MEASUREMENTS

A. All quantity measurements shall be the responsibility of the Contractor and will be verified by the Project Engineer.

June 2026 01220 Price and Payment PO-24-D28 Page 2 of 4

B. All measurements and subsequent payments will be based on completed and accepted work performed in strict accordance with the drawings, specifications, and other contract documents.

PART 2 – PRODUCTS

2.1 GENERAL

A. Payment shall be full compensation to complete the work items in good faith, including incidental work.

B. In addition to those things listed under each item, the unit price bid shall be full compensation for all of the following:

1. General requirements in Division 01, but not limited to the following:

a. Submittals

b. As-built drawings

2. Specific requirements in Division 02, including but not limited to the following (unless otherwise expressly defined as a line item in the bid schedule):

a. Erosion control

b. Clearing and grubbing

c. Removal and replacement of obstructions

d. Associated trenching, excavation and backfill, including the removal of any nuisance water, bedding, haunching, and compaction.

e. Disposal of any excess material

f. Traffic control

g. Rough grading

h. Finish work, where called for, including finish grading, topsoiling, and landscaping

i. Site restoration

2.2 BID ITEMS

A. Base Bid Schedule A: Connection to City of Spokane Water

1. Mobilization/Demobilization:

a. Measurement: By the lump sum for the required work specified to mobilize and demobilize.

b. Basis for Payment: Includes mobilization and demobilization of all equipment, materials, and personnel.

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2. Sawcut Asphalt:

a. Measurement: By the linear foot sawcut.

b. Basis for Payment: Includes sawcutting asphalt as specified on the Design, all preparation, cutting, cleanup, and any other necessary items to complete asphalt sawcutting.

3. Asphalt Removal and Disposal:

a. Measurement: By the lump sum.

b. Basis for Payment: Includes removal and disposal as specified on the Design for all asphalt removed and disposed of.

4. Expose Water Main for City of Spokane:

a. Measurement: By the lump sum.

b. Basis for Payment: Includes work required to expose the water main; includes all labor, materials and equipment required to expose the existing water main.

5. Excavate, Backfill, and Compact (5-foot Depth – in right-of-way):

a. Measurement: By the linear foot.

b. Basis for Payment: Includes excavation, backfill, compaction, sand or gravel where non-uniform native soil or groundwater is present, resurfacing excavated areas to equal or better condition than existing and grading to match into existing grades, and all other necessary items for a complete and operational installation.

6. Pressure Regulating Valve:

a. Measurement: By each installed.

b. Basis for Payment: Includes providing and installing the valve and all other necessary items for a complete and operational installation.

7. 1-inch Curb Stop & box

a. Measurement: By each installed

b. Basis for Payment: Includes all labor, tools, equipment, excavation, backfill and compaction, curb stop, box, stationary rod, all other incidentals required to complete the work as specified. City crews will install the curb stop; contractor to install the valve box above the curb stop.

8. Replace Road Section to City Standards:

a. Measurement: By the square yard.

b. Basis for Payment: Includes compaction of subgrade and base materials, roadway patching materials that meet city standards, compaction testing, and all other necessary items for a complete and operational installation.

9. 1-inch HDPE Water Service Line (250 psi CTS SDR 9):

a. Measurement: By the linear foot installed.

b. Basis for Payment: Includes excavation, backfill and compaction; all pipe, traceable wire and fittings; connection to the water service line installed by the City to the curb line, disconnection of the existing well water line, connection to the water service line at the home; flushing, disinfection, bacteria and pressure testing; resurfacing trenched areas to equal or better condition than existing;

and all other necessary items for a complete and operational installation.

10. Site Restoration:

June 2026 01220 Price and Payment PO-24-D28 Page 4 of 4

a. Measurement: By the lump sum for the work required to return the site to pre-project condition.

b. Basis for Payment: Includes removing debris, grading, re-establishing vegetation, managing erosion control measures; replacing / restoring fencing, restoring driveway materials, and all materials and labor for complete restoration of the site to equal or better condition than existing.

B. Base Bid Schedule B: City of Spokane Fees

1. Water Tap & Meter Application Fee – City

a. Measurement: By each paid.

b. Basis for Payment: Includes all fees and services needed to coordinate with the

City of Spokane to pay application fee.

2. 1-inch Water Tap – City

a. Measurement: By each paid.

b. Basis for Payment: Includes all fees and services needed to coordinate with the City of Spokane to provide a water tap.

3. Water Main Tie in – City

a. Measurement: By each paid.

b. Basis for Payment: Includes all fees and services needed to coordinate with the City of Spokane to provide a water main tie in.

4. 3/4-inch Water Meter in PVC Box – City

a. Measurement: By each paid.

b. Basis for Payment: Includes all fees and services needed to coordinate with the City of Spokane to provide a ¾-inch water meter in PVC box.

5. Meter Box Install – City

a. Measurement: By each paid.

b. Basis for Payment: Includes all fees and services needed to coordinate with the City of Spokane to provide a meter box install.

C. Additive Alternate Bid Schedule 1: Abandon Existing Wells

1. Abandon Existing Well

a. Measurement: By each abandoned.

b. Basis for Payment: Includes well abandonment performed by a licensed well-driller, submission of Notice of Intent (NOI) to Washington State Department of Ecology, payment of decommissioning fee, removal of all pumps, liners, debris, accumulated sediments and obstructions, well casing, sealing the well from the bottom up by a state approved method, recording of the well decommissioning with the Department of Ecology.

June 2026 01310 Project Management & Coordination PO-24-D28 Page 1 of 4

SECTION 01310

PROJECT MANAGEMENT AND COORDINATION

A. This section includes the pre-construction conference, construction scheduling, contract time, and coordination requirements. The Project Engineer may choose to waive these requirements. If waived, the Project Engineer may reinstitute these requirements at any time during the project as deemed necessary.

B. Costs associated with project management and coordination are incidental to the contract work and are included in the contract unit and lump sum costs.

1.2 PRE-CONSTRUCTION CONFERENCE AND PROGRESS MEETINGS

A. Prior to beginning construction but following contract award, the Contractor, Subcontractors, and other interested parties must participate in a Pre-Construction Conference. This meeting may be in person or may be conducted by teleconference.

B. Periodically throughout the contract performance period, the Contractor and

Subcontractors shall participate in project progress meetings. These meetings shall be held as often as the parties determine is necessary, but will be at least once every week.

C. Representatives from the following shall attend the meeting:

1. Prime Contractor

2. Subcontractors

3. Contracting Officer (CO)

4. Contracting Officer’s Representative (COR)

5. Project Engineer and Construction Control Inspector

6. Tribal Coordinator

D. The Project Engineer shall arrange a date that is mutually acceptable to all parties planning to attend.

E. The Contractor is responsible for notifying subcontractors of meeting time and date.

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F. Meeting Minutes:

1. Meeting Minutes will be recorded, typed up in a memorandum and distributed to all attendees by the Project Engineer.

2. Any attendee may question or challenge the content of the meeting minutes in writing to the Project Engineer prior to the next project meeting. If the meeting minutes are unchallenged, they will be accepted as an accurate representation of the meeting discussions and decisions.

1.3 CONSTRUCTION SCHEDULE

A. The Contractor shall provide the Project Engineer and Tribal Coordinator with a written preliminary construction schedule containing start and completion dates of the major items at the preconstruction meeting.

B. The Contractor shall notify the Project Engineer three full working days in advance of starting any construction phase.

C. The Contractor shall communicate major changes to the schedule to the Project

Engineer in writing.

1.4 CONTRACT TIME

A. The Contractor shall not work on Saturdays, Sundays, or federal holidays unless written approval from the Contracting Officer is obtained in advance.

B. The Contractor shall request approval a minimum of 24 hours in advance of Saturdays and 96 hours in advance of Sundays or federal holidays.

C. The Contractor shall perform work between the hours of 7:00 am and 5:00 pm local time or as otherwise established with the Project Engineer and Tribal representative

1.5 WEEKLY ACTIVITY SCHEDULE

A. The Contractor shall provide the Project Engineer with a written weekly activity schedule (email is acceptable) indicating planned activities, locations, and approximate schedules.

B. The Contractor shall note the planned visits by manufacturer’s representatives, testing firms, or other site visitors that may be of significance to the Project Engineer.

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C. The Contractor shall provide the weekly activity schedule to the Project Engineer by noon on the last day of the workweek for activities during the following week.

1.6 COORDINATION WITH OTHER CONTRACTORS/UTILITIES

A. Coordinate work with other Contractors (i.e. roads, buildings, etc) in the area as necessary to complete the work specified.

B. Coordinate work with local utilities (i.e. water and sewer, electrical, cable, telephone, etc.). Note: Not all buried utilities may be shown on the project drawings. The Contractor is responsible for marking utilities prior to construction.

1.7 PROGRESS

A. The Contractor shall provide daily progress reports to the Project Engineer.

B. The progress report shall include station locations of completed work, items installed, and quantities of items installed.

June 2026 01310 Project Management & Coordination PO-24-D28 Page 4 of 4

June 2026 01330 Submittal Procedures and Requirementss and Requirements PO-24-D28 Page 1 of 4

SECTION 01330

SUBMITTAL PROCEDURES AND REQUIREMENTS

A. This section includes information on submittal procedures and general submittal requirements.

B. Materials requiring submittal are listed in the appropriate specification section.

1.2 SUBMITTAL PROCEDURES

A. Submit submittals in digital form or by print form (two copies) to the Project Engineer.

B. Identify each cut sheet or shop drawing with the following information:

1. Community

2. Community Location

3. Contract number

4. Supplier

5. Specification section, plan sheet, or detail drawing number to which the submittal pertains

C. Submit the following information, as applicable, in accordance with the submittal requirements of each section:

1. Manufacturer’s cut sheets indicating compliance with references and standards

(e.g., applicable ASTM, AWWA standards)

2. Laboratory results

3. Dimensional drawings or shop drawings

4. Other specific information required by the particular specification

D. Variations from contract documents or products specified:

1. Bring all submitted variations to the attention of the Project Engineer.

2. Variations not brought to the Project Engineer’s attention in writing and that conflict with the contract documents do not relieve the Contractor from the requirements of the contract documents.

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E. Revisions and Resubmittals

1. Revise and resubmit submittals as required and identify all changes made since previous submittal.

2. Project Engineer obligations for resubmittals:

a. The Project Engineer will review the original submittal and one resubmittal for each item requiring submittal.

b. Subsequent resubmittals will be at the Contractor’s expense.

3. Incomplete submittals or rejected submittals that result in the need for the

Contractor to resubmit cannot be grounds for a contract time extension or adjustment to contract price unless the Project Engineer did not meet their obligations.

F. Submittal time requirements:

1. The Contractor shall provide all submittals to the Project Engineer within 14 days after receipt of the Notice to Proceed.

2. The Contractor shall allow 10 days from receipt by the Project Engineer for review and approval or rejection.

3. For each material re-submittal required, the Contractor shall allow an additional 7 days from date of receipt by the Project Engineer for review and approval or rejection.

4. Repeated resubmittals resulting from “Rejected” or “Incomplete” submittals shall not be grounds for a contract time extension.

5. Lack of response by the Project Engineer does not constitute approval.

G. The Contractor shall distribute copies of approved submittals to concerned parties (i.e., suppliers, subcontractors, etc.).

H. Approval required before installation:

1. Approval of submittals must be provided by the Project Engineer prior to installation of materials.

2. Materials installed without written submittal approval will be at the Contractor’s risk and may require removal at no expense to the Owner.

1.3 DEFINITIONS

A. Approved: Deemed to be acceptable for use in accomplishing the requirements of the plans and specifications, but does not extend to the means, methods, or procedures of construction (except where specific means, methods, or procedures are specifically required by the contract documents) and does not imply approval of the system or construction in which the submitted item is a part.

June 2026 01330 Submittal Procedures and Requirementss and Requirements PO-24-D28 Page 3 of 4

B. Conditionally Approved: Deemed to be acceptable for use in accomplishing the requirements of the plans and specifications if the conditions noted in the submittal approval letter are met. The approval does not extend to the means, methods, or procedures of construction (except where specific means, methods, or procedures are specifically required by the contract documents) and does not imply approval of the system or construction in which the submitted item is a part.

C. Not Approved: Not approved for the use for which it was submitted.

D. Incomplete: Information is insufficient to ascertain acceptability.

June 2026 01330 Submittal Procedures and Requirementss and Requirements PO-24-D28 Page 4 of 4

June 2026 01430 Quality Control PO-24-D28 Page 1 of 2

SECTION 01430

QUALITY CONTROL

PART 1 - GENERAL

A. This section includes prerequisites and procedures to assure the quality of construction.

1.2 CONTRACTORS QUALIFICATIONS

A. Work shall be performed by a registered contractor in the state where the project is proposed and for the type and magnitude of construction being performed.

B. Work shall be installed under the direction of personnel licensed in the state where the project is proposed and where licensing of the trade is regulated by the state including, but not limited to, plumbing, well drilling, septic system installation, HVAC, and electrical work.

1.3 CONTROL OF INSTALLATION

A. Review materials for acceptability when delivered to the site.

B. Store and handle materials to prevent damage, vandalism, and theft.

C. Review materials, services, and workmanship to ensure that work is performed in accordance with the specifications.

D. Comply fully with manufacturers’ instructions.

E. Should manufacturers’ instructions conflict with contract documents, request clarification from Project Engineer before proceeding with any project activities.

F. Correct defective work to the satisfaction of the Project Engineer.

1.4 SAMPLES

A. When requested by the Project Engineer, supply samples of materials proposed for use.

June 2026 01430 Quality Control PO-24-D28 Page 2 of 2

1.5 START-UP

A. Prior to start-up, ensure that all equipment is ready for its use, as designed.

B. Ensure that all power sources are balanced and ready for use.

C. Provide the services of manufacturers’ field representative for start-up, testing, and adjustment of all major equipment items.

D. Provide reports from the manufacturer, including their observations and documentation of workmanship to the Project Engineer within 30 days of manufacturer’s visit, unless a sooner response is required by the applicable specification section.

E. Work will not be considered complete until all systems and subsystems have been tested for proper functionality and proper adjustment.

1.6 MANUFACTURER’S FIELD SERVICES

A. Provide reports on observations and documentation of workmanship to the Project Engineer within 30 days of visit for review where manufacturers’ field services are provided.

1.7 WARRANTY

A. Provide a minimum one (1) year warranty for all materials and labor, covering defects in the materials or deficiencies resulting from contractor installation.

B. Provide additional warranties as required by specific sections.

June 2026 01770 Closeout Procedures PO-24-D28 Page 1 of 2

SECTION 01770

CLOSEOUT PROCEDURES

A. This section includes information on closeout procedures and final cleaning.

1.2 CLOSEOUT PROCEDURES

A. Preliminary Inspection:

1. Coordinate with the Project Engineer at least five days in advance to set a time for the preliminary inspection.

2. A preliminary punch list will be provided.

3. The preliminary punch list is not considered a complete or final list of deficiencies, and does not relieve the Contractor from completion of the contract in accordance with the contract documents.

B. Substantial Completion Process:

1. Provide the Project Engineer certification that preliminary punch list is complete and that facilities are ready for beneficial use by the Owner.

2. If the Project Engineer concurs, the Project Engineer will document a warranty date for substantially complete facilities.

C. Final Inspection:

1. Submit written certification that work is complete in accordance with contract documents and ready for final inspection at least ten (10) calendar days prior to final inspection.

2. Perform and coordinate the final inspection with the Project Engineer, representatives of the owner and other funding agencies involved in the project.

3. Final Punch List: Remaining deficiencies will be listed, in a written letter, from the Project Engineer.

4. Provide warranties and record documents (e.g. as-built drawings) to Project Engineer within ten (10) days of final inspection.

D. Final Completion: Final completion will be established once the final punch list deficiencies are remedied, record drawings have been submitted, and applicable General and Contracting Requirements are met.

June 2026 01770 Closeout Procedures PO-24-D28 Page 2 of 2

1.3 FINAL CLEANING

A. Complete final clean-up prior to final inspection.

B. Remove waste and surplus materials, rubbish, and construction facilities from the site.

June 2026 01780 Closout Submittals PO-24-D28 Page 1 of 2

SECTION 01780

CLOSEOUT SUBMITTALS

A. This section describes the requirements for closeout submittals including, record drawings, warranty information, and general operation and maintenance information.

B. Related Sections

1. Section 01430 Quality Control

1.2 DELIVERY

A. Provide all closeout submittals meeting these requirements and any specific requirements of each section.

B. All closeout submittals must be received in a correct and complete manner before final payment shall be made.

1.3 DEFINITIONS

A. Record Drawing: A drawing showing the actual installation of facilities, showing changes from the plans, and showing detail enough that future persons can readily locate all objects.

B. Ties: Measurements from permanent easily located objects to an installed object.

PART 2 – EXECUTION

2.1 RECORD DRAWINGS

A. Provide record data in one of the following manners:

1. On a set of project drawings, neatly draw tie measurements and changes.

2. On separate 8½ X 11 sheets, neatly draw site sketches, structure sketches, etc., indicating the necessary information.

June 2026 01780 Closout Submittals PO-24-D28 Page 2 of 2

B. Provide three (3) swing tie measurements from permanent structures to all buried utility objects installed under the contract that may need to be located in the future, including, but not limited to:

1. Valves

2. Water main fittings

3. Couplings to existing water systems

4. Cleanouts

5. Sewer wyes

6. Utility crossings

7. Septic tank manholes and access covers

8. Corners of drainfields

C. Provide offset measurements for buried utilities (e.g. water main) installed parallel to roads.

D. Provide revised elevation data for all items that have elevations shown on the plan drawings, including, but not limited to, the following:

1. Manhole inverts (inlet and outlet)

2. Manhole rims

3. Lift station invert

4. Lift station top

5. Lift station pipe penetrations

6. Float elevations

7. Elevations of pipe entering and leaving structures

3.2 WARRANTIES

A. Submit all warranty information regarding the materials installed.

B. Minimum warranty information is listed in Section 01430 Quality Control. Specific warranties may be required for each Section of specifications.

3.3 OPERATION AND MAINTENANCE INFORMATION

A. Submit all operation and maintenance information as included in the packaging from the manufacturer regarding the materials installed as described in Section 01785 Operation and Maintenance Manual.

June 2026 02518 Water Service Lines.doc PO-24-D28 Page 1 of 6

SECTION 02518

WATER SERVICE LINES

A. This section includes the installation of water service lines complete with corporation stops, curb stops, curb boxes, and other appurtenances for community water systems.

B. RELATED WORK

Section 01780 – Closeout Submittals

1.2 REFERENCES

A. ASTM B88 – Standard Specification for Seamless Copper Water Tube

B. AWWA C700 – Cold-Water Meters – Displacement Type, Bronze Main Case

C. AWWA C800 – Underground Service Line Valves and Fittings

D. AWWA C901 – Polyethylene (PE) Pressure Pipe and Tubing, 1/2 Inch through 3 Inch, For

Water Service

E. ASTM D1785 – Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120

F. Uniform Plumbing Code (UPC) UPC/SPC Section 609.9

1.3 SUBMITTALS

A. Water Service Line

B. Fittings

C. Corporation Stops

D. Saddles, Tees, or Tapped Couplings

E. Yoke Assembly

June 2026 02518 Water Service Lines.doc PO-24-D28 Page 2 of 6

F. Meter Boxes

G. Water Meter

H. Pressure Reducing Valve

I. Tracing Wire and Splice Materials

1.4 ACCEPTANCE

A. Work covered by this section will not be accepted until satisfactory backfilling and testing is complete.

PART 2 – PRODUCTS

2.1 WATER SERVICE LINE AND APPURTENANCES

A. Polyethylene Pipe

1. CTS size pipe with a minimum pressure rating of 200 psi. Pipe shall conform to

AWWA C901.

2. CTS size pipe: DR 9 or DR 7.

3. High Density, ultra-high molecular weight polyethylene pipe compound PE-3408 or

3406.

4. Stainless steel stiffeners on compression couplings made for pipe.

5. Equal to Performance Pipe Driscoplex 5100 Ultra-Line water service pipe or excel.

B. PVC – SCH 40 Pipe - Pipe shall be solid core, conform to ASTM D1785 and must be rated NSF- 61 (NSF-PW must be on pipe).

C. Copper Pipe - Type “K” soft annealed seamless copper tubing conforming to ASTM B88, and suitable for installation in public water systems.

D. Saddles

1. DI Pipe: Stainless steel single bolt saddle equal to Ford Style FS101.

2. PVC Pipe: Stainless steel single bolt saddle equal to Ford Style FS101.

3. PE Pipe: Stainless steel service saddles for PE AWWA C906 pipe, DIPS dimensions equal to ROMAC style 305-H, or equal.

E. Corporation Stops

1. Brass, meeting NSF-61, with pack joint connection, unless otherwise specified.

2. Connections shall be non-flare for all pipe types.

June 2026 02518 Water Service Lines.doc PO-24-D28 Page 3 of 6

3. CTS plastic pipe and copper service line: A.Y. McDonald 4704 – 22, Ford FB1000-4, or Mueller P-15028.

4. PE Service line: A.Y. McDonald 4704 – 22, Ford FB1001-4, Mueller P– 15028, or equal.

F. Fittings

1. Material: Bronze Alloy

2. Acceptable PE Tubing Fittings: Compression type

G. Yoke Assembly

1. Iron Yoke with support prongs, Ford Yoke 503P series or equal.

2. Inlet Valve

a. Valves shall be brass, meeting NSF-61 and have padlock wings.

b. Pack joint connection for copper and PE, FIP connection for PVC.

c. Equal to Ford BA94-323 or BA91-323W.

3. Outlet Valve

a. Valves shall be brass, meeting NSF-61.

b. Pack joint connection for copper and PE, FIP connection for PVC.

c. Equal to Ford HHCA91-323D.

4. Expansion Connection shall be equal to Ford EC-23W.

H. Meter Boxes

1. Concrete precast meter vaults with cast iron frame.

2. Plastic box with drop-in locking solid plastic, single bottom mount AMR Bracket

Cover.

3. Equal to NDS 14x19 D12-BAMR box and cover.

I. Water Meter

1. Conform to AWWA C700 – AWWA Standard for cold-water meters – displacement type.

2. Provide gallon readout register.

J. Pressure Reducing Valves - Watts U5-Z3 Series or equal with ¾” x ¾” connection or larger as approved by the Project Engineer.

2.2 TRACER WIRE AND BOX

A. Wire: Provide #10 AWG jacketed solid copper wire, type THHN/THWN.

B. Box: Provide adjustable tracer wire access box manufactured by C.P. Test Services -

Valvco, Inc or Rhino TriView.

June 2026 02518 Water Service Lines.doc PO-24-D28 Page 4 of 6

C. Splice Kit: Provide underground waterproof splice materials.

PART 3 – EXECUTION

3.1 WATER SERVICE LINE AND APPURTENANCES

A. Install water service line of the size and material indicated on the Bid Schedule.

B. Install at the locations shown on the drawings or as directed by the Project Engineer.

C. Refer to Section 02340 for excavation, trenching, backfilling, compaction, separation distance, and insulation requirements.

D. Disinfect water system in accordance with UPC/SPC Section 609.9:

1. Turn off water supply

2. Open all faucets to drain the pipes

3. Run mixed diluted bleach solution (20 ppm) through the system

4. Let bleach solution sit in the water system for 24 hours.

5. Flush system with clean potable water.

6. Allow water system to fill with water, wait at least 36 hours.

7. Test water quality.

E. Install service line:

1. From the main to location near home:

a. Connect to existing water line 5 feet outside the home or as shown on the plans.

b. If a service line is not connected to the home, leave curb stop in the closed position and cap the end of each service line prior to backfilling.

2. With a minimum bury depth of 4 feet.

3. Splices are not allowed in the service line without the written permission of the

Project Engineer (unless PVC pipe).

4. Use compression couplings for all connections (unless PVC pipe).

F. Install saddle at each corporation stop tapping location.

1. All connections shall be live tapped through the corporation stop with an approved tapping machine, unless specified below.

2. Dry taps are allowed only during new water main installation, before main disinfection.

G. Yoke Assembly, Meter, and Meter Box

June 2026 02518 Water Service Lines.doc PO-24-D28 Page 5 of 6

1. Connect inlet valve, yoke, and outlet valve together. Support yoke using minimum 36-inch iron pipe driven into ground.

2. Using SCH 40 PVC pipe as risers, connect inlet and outlet valves to service line.

a. Risers shall be plumb

b. Water meter is to be approximately 4 feet below grade.

3. Set the top of meter box flush with finished grade elevation.

4. Install meter in yoke using expansion connector.

H. Install tracing wire with all pipe.

1. Wrap or tape tracing wire to pipe a minimum of every 20 feet.

2. Make all splices with an underground, waterproof splice kit.

3. Bring tracing wire up inside meter box.

a. Secure wire to yoke assembly.

b. Leave approximately 12” of extra wire.

4. Terminate the tracing wire at home.

3.2 TESTING

A. Turn on each corporation stop and apply main pressure to the service line in the presence of the Project Engineer before backfilling. If a new water main is pressure tested, test the water service lines at the same time and pressure as the water main.

B. Repair all visible leaks and retest the line until test is successfully completed at no cost to the owner.

3.3 INTERRUPTION OF SERVICE

A. Coordinate with utility owner

B. Notify all homeowners 24-hours in advance of interrupting water service.

C. Do not leave water shut off overnight.

3.5 AS-BUILTS

A. Provide as-build information on each system in accordance with Section 01780. Use standard forms (if supplied) by the Engineer.

June 2026 02518 Water Service Lines.doc PO-24-D28 Page 6 of 6

June 2026 02900 Site Restoration PO-24-D28 Page 1 of 2

SECTION 02900

SITE RESTORATION

A. This section describes the work necessary for restoring areas disturbed during construction to their pre-project conditions, including, but not limited to removing debris, grading, re-establishing vegetation, and managing erosion control measures.

B. Related Sections – Not Used

1.2 REFERENCES – Not Used

1.3 SUBMITTALS

A. Assess the site thoroughly, prior to construction, to document potential environmental concerns, drainage patterns, existing vegetation, and soil conditions

B. Prior to starting restoration activities, obtain all necessary permits or approvals from appropriate authorities.

C. Submit a landscape restoration plan describing the Contractor’s methods for restoring lawns, groundcover, shrubs, and bushes, and tree trimming methods to be utilized to prevent damage to existing trees.

PART 2 - PRODUCTS

2.1 RESTORATION TECHNIQUES

A. Carefully strip and stockpile topsoil to be reused during the restoration process.

B. Apply necessary soil amendments based on soil analysis, such as compost, lime, or other nutrients to improve soil quality and fertility for vegetation establishment.

C. Implement a weed management plan to control invasive species and maintain desired vegetation.

June 2026 02900 Site Restoration PO-24-D28 Page 2 of 2

PART 3 - EXECUTION

3.1 GENERAL

A. Remove all construction debris, including plastic, wood scraps, metal, concrete, and all other construction debris from the site. Disposal of the debris is the responsibility of the contractor.

B. Grade all disturbed earth to match the existing topography. Grade to avoid excessive slopes, and ensure proper drainage.

C. Aerate compacted soil to enhance plant growth and root penetration.

D. Restore damaged properties outside of right-of-way at no cost to the project.

3.2 EXISTING FENCING

A. Protect existing fencing where possible.

B. Repair and/or replace all moved fencing to match pre-construction condition or better.

3.3 DOCUMENTATION

A. Document all site restoration activities, include photographs.

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