J02 Georgeville WW Technical Specifications - General Requirements.pdf

SECTION 01 11 00 – SUMMARY OF WORK PAGE 1 OF 3

SECTION 01 11 00

SUMMARY OF WORK

PART 1 - GENERAL

1.01 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: Georgeville community, Klickitat 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 are necessary for the completion of the work in good faith, shall be furnished, installed, and performed by the contractor.

1.02 SUMMARY OF WORK TO BE DONE BY CONTRACTOR

A. Design Elements:

Connections Served: 22 Average Flow: 4,000 Gal/Day Peak Flow: 8,000 Gal/Day Primary Settling Volume: 24,000 Gallons Treatment: Re-circulating textile media filter Disposal: Subsurface Drip Hydraulic Loading Rate: 0.35 Gal/FT3/Day Disposal Field Area: 22,860 Ft2

B. The scope of work for this project comprises the renovation of the existing wastewater treatment system to include but not limited to the following: installation of a packaged recirculating filter unit with a duplex

2.0 HP, 145 GPM pump and two 0.5 HP, 20 GPM pumps, a 9,000 gal.

fiberglass equalization tank with duplex 0.5 HP, 20 GPM pumps, a prefabricated control building, and a mounded subsurface drip disposal

SECTION 01 11 00 – SUMMARY OF WORK PAGE 2 OF 3

field with 6 zones, 12 laterals per zone, 160’ per lateral. Other miscellaneous components involved in the renovation include but are not limited to: PE pipe, 1” water service line, CDF trench water stops, system controls, water tightness repairs, bypass pumping, septic tank removal, and all other work as specified herein. The contractor is responsible for keeping the existing wastewater facilities operational and accessible to the Utility/Owner throughout the duration of this construction project.

1.03 ADDITIONAL INFORMATION

A. For information regarding the technical aspects of the project, contact the Contract Officer’s Representative (COR), also known as the Project Engineer in the Specifications:

Samantha Handrock Project Engineer Indian Health Service 341 Fort Road Toppenish, WA 98948

Telephone: (509) 865-1775 Samantha.Handrock@ihs.gov

C. For information regarding contracting information, contact the Contract

Officer (CO) for this project:

Toby Hayden Contract Specialist Indian Health Service 1414 NW Northrup St. Suite 800 Portland, OR 97209 Telephone: (503) 414-5524 Toby.Hayden@ihs.gov

D. For information regarding contracting cultural preservation requirements, contact the Yakama Nation Tribal Historic Preservation Office:

V. Kate Valdez, THPO PO Box 151 Toppenish, WA 98948 Telephone: (509) 865-5121 x4840 Email: kate@yakama.com

SECTION 01 11 00 – SUMMARY OF WORK PAGE 3 OF 3

E. Comply with all Tribal regulations related to the completion of the work including the acquisition of necessary permits and the payment of Tribal taxes.

F. Notify the Zoning Administrator prior to the start of construction:

Tim Thompson Zoning Administrator PO Box 151 Toppenish, WA 98948 Telephone: (509) 865-5121 x6811

END OF SECTION

Portland Area Indian Health Service Revised 11/2019

SECTION 01 20 00 – PRICE AND PAYMENT Page 1

SECTION 01 22 00 – UNIT PRICES

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

B. All measurements and payments will be based on completed and accepted work performed in accordance with the Plans and Specifications.

C. 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 in accordance with contract documents including incidentals.

D. Respective prices and payment shall constitute full compensation for all work completed, including incidentals and appurtenances.

E. 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.

1.02 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.

1.03 SURVEY AND MEASUREMENTS

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

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 – BID SCHEDULE ITEMS

2.01 GENERAL

SECTION 01 20 00 – PRICE AND PAYMENT Page 2

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

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

a. Submittals

b. Record drawings

c. Erosion control

d. Clearing and grubbing

e. Removal and replacement of obstructions

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

g. Disposal of any excess material

h. Traffic control

i. Rough grading

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

2.02 BID ITEMS

A. Schedule A: Wastewater System Improvements, Base Bid Items

1. Mobilization

a. Measurement: By the job.

b. Basis of Payment: Includes compensation for mobilizing equipment to and from the site, establishing a site office, furnishing bonds and insurance, payment of applicable Tribal taxes and permits, and payment of all applicable state and federal taxes and duties. Payment for mobilization shall be made at the time of the first progress payment.

2. Clearing and Grubbing

b. Basis of Payment: Includes removal of all unwanted vegetative materials, removal of all unwanted woody material, disposal of all vegetative and woody materials, and all other incidentals required to complete the work as specified.

3. Exploratory Excavation

a. Measurement: By the hour.

b. Basis of Payment: Includes all labor, tools, equipment, materials and time required to locate buried utilities or infrastructure and all other incidentals to complete the work as specified.

SECTION 01 20 00 – PRICE AND PAYMENT Page 3

4. Septic Tank Removal

b. Basis of Payment: Includes all labor, tools, equipment, and materials required to complete the excavation, disposal of tank contents, and the removal, hauling and disposal of existing structure as identified in the project drawings and all other incidentals to complete the work as specified.

5. Erosion and Sediment Control required to prevent erosion and control sediment to conform to all applicable laws, regulations, standards and policies as specified.

6. Structural Excavation

a. Measurement: By the cubic yard excavated.

required for excavation, hauling, and disposal of excess unstable foundation material and all other incidentals to complete the work as specified.

7. Rock Excavation required for the removal of large rock that cannot be excavated without drilling, blasting, or other specialized equipment, and all other incidentals to

8. Site Grading required for the grading of the site to prevent water from flowing into excavation, maintain existing drainage, direct drainage away from structures to prevent ponding, and removal of all objectionable materials as specified.

9. Crushed Surfacing Top Course required for the delivery, installation, compaction, and all other incidentals required to complete the work as specified.

SECTION 01 20 00 – PRICE AND PAYMENT Page 4

10. Temporary Sewage Bypass Pumping

b. Basis of Payment: Includes all pipe, elbows, fittings, labor, tools, equipment, and materials required to construct the sewer bypass, including but not limited to excavation, dewatering, pumping, trenching, laying and jointing pipe, backfill and compaction, and all other incidentals required to complete the work as specified.

11. Existing Septic Tank Repair

b. Basis of Payment: Includes all pipe, elbows, fittings, access risers, labor, tools, equipment, and materials required to repair the existing septic tanks to provide water tightness, including but not limited to tank inspections, grouting repairs, effluent filter replacement, excavation, dewatering, trenching, backfill and compaction, water tightness testing, and all other incidentals required to complete the work as specified.

12. Septic Tank Pumping

a. Measurement: By the gallon.

b. Basis of Payment: Includes all labor, tools equipment, pumping, sewage disposal, and all other incidentals required to complete the work as

13. Fiberglass Reinforced Plastic (FRP) Equalization Tank

b. Basis of Payment: Includes all piping, fittings, labor, tools, equipment and materials required to furnish and install the prefabricated tank, including but not limited to prefabricated concrete deadmen, anchoring system, access riser pipe, access riser lids, water tightness testing, excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, and all other

14. Equalization Tank Pump System

b. Basis of Payment: Includes all piping, labor, tools, equipment, and materials required to install the equalization tank pump system including but not limited to explosion proof discharge pumps, pump vault, integration into the control panel, training, commissioning and startup, and all other incidentals

SECTION 01 20 00 – PRICE AND PAYMENT Page 5

15. Packaged Recirculating Packed Bed Filtration Unit and materials required for the furnishing and installation of a recirculating, attached growth media textile filtration system, including but not limited to the recirculating tank, pumps, textile media filter, excavation, dewatering, trenching, backfill and compaction, integration into the control panel, training, commissioning and startup, and all other incidentals required to

16. Fiberglass Control Building required to furnish and install the prefabricated fiberglass control building, including mounting to the concrete pad and all other incidentals required to

17. Reinforced Concrete Pad for Control Building required to install the concrete pad foundation, including but not limited to cement, aggregate, metal reinforcement, concrete testing, and all other

18. Facility Water Services and materials required to construct the facility water services, including curb stop, curb stop box, curb stop accessories, excavation, dewatering, trenching, laying and jointing pipe, backfill and compaction, flushing, disinfection, pressure testing, detectable warning tape, tracer wire, and all other incidentals required to complete the work as specified.

19. Plumbing Fixtures and Equipment

b. Basis of Payment: Includes all pipe, elbows, fittings, valves, labor, tools, equipment, and materials required to install the plumbing fixtures and equipment, including eye wash station, utility faucet, utility sink, backflow preventers, vent piping, supply plumbing, yard hydrant, floor trench drain, SECTION 01 20 00 – PRICE AND PAYMENT Page 6 pressure testing, and all other incidentals required to complete the work as specified.

20. Integrated Treatment System Control Panel

b. Basis of Payment: Includes all wiring, conduit, labor, tools, equipment, and materials required to furnish and install the integrated treatment system control panel including, equipment rack and mounting, labeled generator plug, controls, alarms, field inspections including L&I or UL inspections, HMI programming, PLC touch screen, integration into the prefabricated control building, commissioning and startup, training, and all other incidentals

21. Interior Process Piping (Headworks) equipment, and materials required to furnish and install interior process piping, including pipe supports, water meter, backwash filter, pressure gauge, sample taps, and all other incidentals required to complete the work as specified.

22. Trench Excavation – Drip Supply and Return Lines

a. Measurement: By the linear foot based on the horizontal length excavated.

required for trench excavation, including utility locates, removal of nuisance water, stockpiling, removal of excess excavated material, and all other

23. Pipe Bedding – Drip Supply and Return Lines

a. Measurement: By the linear foot based on the horizontal length installed.

required to deliver and install the pipe bedding material, including compaction, and all other incidentals required to complete the work as

24. CDF Water Stop

a. Measurement: By each installed.

and materials required to furnish and install the CDF water stop, including controlled density fill (CDF), CDF testing, excavation and backfill, drain rock, and all other incidentals required to complete the work as specified.

SECTION 01 20 00 – PRICE AND PAYMENT Page 7

25. Drip Supply Line, 2”

a. Measurement: By the linear foot based on the horizontal length installed and measured over the centerline of the pipe.

and materials required to install the drip supply line, including pressure testing, backfilling, compaction, warning tape, tracer wire, and all other

26. Drip Return Line, 1.5” and materials required to install the drip supply line, including pressure testing, backfilling, compaction, warning tape, tracer wire and all other

27. Drip Supply and Return Manifold

a. Measurement: By each installed.

and materials required to construct the drip supply and return manifolds, including valves, valve boxes, excavation, trenching, backfill, removal of nuisance water, and all other incidentals required to complete the work as

28. Drip Dispersal Line, ½ GPH and materials required to construct the drip dispersal line, including emitters pressure testing, excavation, trenching, backfilling, and all other incidentals

29. Drip Drainfield Imported Drainage Sand

a. Measurement: By the cubic yard.

required to deliver and install the imported drainage sand, and all other

30. Drip Drainfield Imported Topsoil

SECTION 01 20 00 – PRICE AND PAYMENT Page 8

a. Measurement: By the cubic yard.

required to deliver and install the imported topsoil, and all other incidentals

31. Seeding, Fertilizing, and Mulching

a. Measurement: By the acre.

required to seed, fertilize, and mulch areas disturbed by construction activities, including seed mixture, fertilizer, mulch, imported topsoil, and all other incidentals required to complete the work as specified.

32. Trench Excavation – Exterior Process Piping

a. Measurement: By the linear foot based on the horizontal length excavated.

required for trench excavation, including utility locates, removal of nuisance water, stockpiling, removal of excess excavated material, and all other

33. Pipe Bedding – Exterior Process Piping

a. Measurement: By the linear foot based on the horizontal length installed.

required to deliver and install the pipe bedding material, including compaction, and all other incidentals required to complete the work as

34. Exterior Process Piping equipment, and materials required to furnish and install exterior process piping, including backfill, compaction, and all other incidentals required to

35. Electrical (General)

b. Basis of Payment: Includes all wiring, conduit, labor, tools, equipment, and materials required to complete all electrical work, including excavation, trenching, backfilling, electrical testing, grounding, raceways, overcurrent

SECTION 01 20 00 – PRICE AND PAYMENT Page 9 protection devices, disconnects and safety switches, safety signs, wire markers, hangers and supports, field inspections, permits, intrinsically safe barriers, explosion proof wiring, gas proof seals, and all other incidentals

SECTION 01 33 00 – SUBMITTAL PROCEDURE PAGE 1 OF 2

SECTION 01 33 00

SUBMITTAL PROCEDURE

A. This section includes information on submittal procedures. Materials requiring submittal are listed in the appropriate specification section.

1.02 SUBMITTAL PROCEDURES

A. Submit one electronic PDF copy or three (3) paper copies of submittals to the Project Engineer, unless requested otherwise.

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

1. Contract number.

2. Supplier.

3. Specification section to which the submittal pertains.

4. Clearly identify the product being submitted by circling, highlighting, or underlining.

C. Submit the following information, as applicable:

1. Manufacturer’s cut sheets indicating compliance with references (e.g.

applicable ASTM, AWWA standards).

2. Laboratory results, as applicable.

3. Dimensional drawings or shop drawings, as applicable.

4. Other information necessary for the Project Engineer to determine compliance with the specifications.

D. Variations from the contract documents or products specified:

1. Bring any and 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.

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

1. No additional contract time will be given for resubmittals required as a result of the contractor submitting incomplete or rejected submittals.

SECTION 01 33 00 – SUBMITTAL PROCEDURE PAGE 2 OF 2

F. Distribute copies of reviewed submittals to concerned parties, (i.e. suppliers, sub-contractors). Instruct parties to promptly report inability to comply with the requirements.

G. Submit written communication of any inability to comply with the Project

Engineer’s comments.

H. Submit information to the Project Engineer at least three weeks in advance of the work to be performed.

I. Approval of submittals must be provided by the Project Engineer prior to installation of materials and process of any payments for the materials.

J. Approval of any submittal does not relieve responsibility for completion of the work in accordance to the plans and specifications.

CONTRACTOR:

Item No. Item Description and Reference Type, Model No., Manufacturer, etc.

Received Date Approval Status

1 Product Data 2 Shop Drawings

3 Water Service Line 4 Fittings 5 Curb Stop Valve 6 Curb Stop Valve Box

7 Drain Piping 8 Plumbing Fixtures

9 Top Soil - supplier and gradation

10 Crushed Surfacing Top Course -supplier and gradation

11 Ballast - supplier and gradation

Quarry Spalls - supplier and gradation

13 Pipe Embedment - supplier and gradation

14 Drainage Sand - supplier and gradation

Standard Proctor with Proctor curve for each soil type encountered and used on the job

16 Compaction Test Results

17 13lb sample and gradation of imported fill materials

Proctor curve with maximum density and optimum moisture content indicated

19 Field density and moisture test results

Section 31 23 17 - Rock Excavation

MATERIAL SUBMITTAL REVIEW FORM - CONSTRUCTION

YAKAMA NATION

GEORGEVILLE WASTEWATER SYSTEM IMPROVEMENTS

[CONTRACT #]

Section 13 34 23 - Fiberglass Control Building

SUBMITTALS REQUIRED

Section 22 11 12 - Facility Water Service

Section 22 42 50

Section 31 05 15 - Basic Site Soils and Aggregates

Section 31 23 10 - Excavation, Trenching and Backfill

Section 31 23 15 - Strutural Excavation and Fill

Contractor blasting license and/or blasting permit

21 Silt Fence Material (or alternate)

Temporary Erosion and Sediment Control Plan (TESC Plan)

Seed mixture and application rate data

24 Fertilizer and application rate

Mulching material and application rate

26 Hydro-seeding equipment

Temporary sewer bypass pumping plan

28 Non-shrink grout 29 Crack filling solution

30 Manifold Pipe and Fittings 31 Distribution Pipe and Fittings 32 Subsurface Drip Dispersal Line

33 Product Data 34 Shop Drawings

35 Product Data 36 Shop Drawings

37 Manifold Pipe, Fittings, Valves, Valve Boxes

Subsurface Drip Dispersal Line and Fittings

39 Plumber's License

Piping and Appurtenances: pipe and fittings, joint restraint, backwash filter, ball valves, solenoid valves, air vent/vac relief valve, pressure gauge, flow meter, sample taps

Section 33 34 35 - Packaged Filtration Unit

Section 33 34 50 - Drip Drainfield Construction

Section 40 23 10 - Process Piping

Section 31 25 00 - Erosion and Sedimetn Control

Section 32 21 13 - Chain Link Fence and Gate

Section 32 90 20 - Topsoiling, Seeding, Fertilizing, and Mulching

Section 33 01 34 - Existing Septic Tank Repair

Section 33 31 25 - Wastewater Force Main Piping

Section 33 34 10 - Prefabricated Fiberglass Equalization Tank

SECTION 01 43 00 – QUALITY ASSURANCE PAGE 1 OF 2

SECTION 01 43 00

QUALITY ASSURANCE

A. This section includes prerequisites and procedures, installer qualifications, control of installation, and manufacturer’s field services to assure the quality of the work.

1.02 SUBMITTALS

A. Contractor Name and License Number

B. Subcontractor(s) Name and License Number

C. Name(s) pf the “Competent Person” in charge of safety on the jobsite, as defined by the OSHA Industry Standard 29 CFR 1926.

1.03 CONTRACTORS QUALIFICATIONS

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

1.04 INSTALLER QUALIFICATIONS

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

B. If work being completed is not regulated by the state and/or reservation, submit literature from the manufacturer, independent representative of the manufacturer, and/or supplier indicating the Contractor or Subcontractor’s ability to complete installation based on past experience or formal training.

1.05 CONTROL OF INSTALLATION

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

B. Store and handle materials to prevent damage.

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

SECTION 01 43 00 – QUALITY ASSURANCE PAGE 2 OF 2

D. Comply fully with manufacturers’ instructions.

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

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

1.06 SAMPLES

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

1.07 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.

1.08 MANUFACTURER’S FIELD SERVICES

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

1.09 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.

C. Warranty takes effect starting the date of substantial completion.

SECTION 01 50 00 – TEMPORARY FACILITIES PAGE 1 of 5

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

A. The work covered by this section includes all temporary facilities and controls needed to complete work under the Contract in a manner that protects public safety and worker safety, that preserves both public and private property and that appropriately involves local governments, emergency and law enforcement.

1.02 RELATED WORK

A. Section 31 11 00 – Clearing and Grubbing

B. Section 31 22 10 – Site Grading

C. Section 31 23 10 – Excavation, Trenching and Backfill

D. Section 31 23 15 – Structural Excavation and Fill

E. Section 31 25 00 – Erosion and Sediment Control

1.03 REFERENCES

A. Manual on Uniform Traffic Control Devices

PART 2 – PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.01 GENERAL

1. Provide temporary facilities and controls that are necessary to carry out the requirements of the Contract in a manner

1. That protects public safety and worker safety

2. That preserves both private and public property

3. That communicates and cooperates with local authorities and governments.

SECTION 01 50 00 – TEMPORARY FACILITIES PAGE 2 of 5

3.02 TEMPORARY SANITARY FACILITIES

A. Provide and maintain a chemical toilet meeting State and Tribal requirements for the use of all workers of all trades.

B. Place temporary facilities in an inconspicuous place and keep clean.

C. Remove temporary sanitary facilities after completion of the project.

3.03 BARRICADES & WARNING DEVICES

A. Notify local police, fire departments and other emergency programs of any proposed barricading or detouring.

B. Erect and maintain barricades, guardrails, lights and signs as necessary for public convenience and safety.

C. Ensure that barricades remain in place during critical hours.

D. Comply with "Occupational Safety and Health Act" and local safety requirements, as they apply.

3.04 TRAFFIC CONTROL

A. Conduct all traffic control operations in accordance with the latest issues of the

"Manual On Uniform Traffic Control Devices" (MUTCD).

B. Coordinate and obtain approval for all traffic control from local law enforcement.

C. Signs, Signals and Devices

1. Place warning signs in the region of the work.

2. Warn of types of conditions that may be encountered.

a. Muddy Roads

b. Slippery Roads

c. Flagman

d. Detour

e. Slow Moving Traffic

f. Trucks Entering Roadway

3. Traffic Control Signals: Meet the needs of the local government authority.

4. Traffic Cones and Drums, Flares and Lights:

a. Meet the needs of the local jurisdictions.

b. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic.

c. Ensure that flares, lights, etc. remain in position throughout the night.

5. Flagman:

SECTION 01 50 00 – TEMPORARY FACILITIES PAGE 3 of 5

a. Meet the needs of the local jurisdictions.

b. Provide trained and equipped flagmen to regulate traffic when construction operations or traffic encroach on public traffic lanes.

C. Haul Routes:

1. Consult with authority having jurisdiction in establishing public thoroughfares to be used for haul routes and site access.

2. Confine construction traffic to designated haul routes.

3. Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with public traffic.

D. Removal of Traffic Control:

1. Remove equipment and devices when no longer required.

2. Repair damage caused by installation.

3.05 PARKING

A. The Contractor may park their own and employees' vehicles on the site without charge with permission from the Tribe.

B. If the site is not large enough, the Contractor shall make parking arrangements.

C. Prevent interference with the flow of local traffic.

D. Prevent interference with emergency vehicle functions.

3.06 ROAD SURFACE MAINTENANCE

A. Remove mud and excavated spoils from the affected roadway at the end of each workday in order to preserve the roadways and maintain safe driving conditions.

B. No tracked machinery will be allowed on paved roadways.

C. Contractor is responsible for any costs associated with repairing the roadways that are damaged due to construction equipment.

3.07 WATER CONTROL

A. Grade site to drain.

B. Protect site from puddling or running water.

SECTION 01 50 00 – TEMPORARY FACILITIES PAGE 4 of 5

C. Provide water barriers as required to protect site from soil erosion.

3.08 DUST CONTROL

A. Use measures to minimize dust caused by the project.

B. Avoid dust-creating activities during dry, windy conditions.

3.09 SECURITY

A. The Tribe will not be responsible for security on the site of work.

B. Each Contractor will be held responsible for loss or injury to persons or property where their work is involved.

C. Provide (if deemed necessary) such watchmen and take such other precautionary measures as deemed necessary to protect facilities during the contract period.

3.10 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris and rubbish. Maintain site in a clean and orderly condition.

B. Remove waste materials, debris, and rubbish from site weekly and dispose off-site.

3.11 REMOVAL OF UTILITIES, FACILITIES & CONTROLS

A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to inspection.

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore existing facilities used during construction to original condition.

3.12 TEMPORARY FIRST AID FACILITIES

A. Provide temporary first aid facilities for employees in sufficient quantity for the number of workers.

3.13 TEMPORARY FIRE PROTECTION

A. Post fire department telephone numbers at the jobsite.

SECTION 01 50 00 – TEMPORARY FACILITIES PAGE 5 of 5

B. Keep fire extinguishers on the job that are appropriate for the type of work being performed.

SECTION 01 71 23 – FIELD ENGINEERING PAGE 1 OF 1

SECTION 01 71 23

FIELD ENGINEERING

A. This section outlines the staking and surveying work related to provide reference points in the field. The section clarifies Project Engineer responsibilities and Contractor responsibilities.

1.02 WORK PERFORMED BY THE ENGINEER

A. Control Points: The Project Engineer along with representatives of the utility, will identify the project control points.

1.03 CONTRACTOR’S RESPONSIBILITY

A. Notify the Project Engineer at least fourteen (14) calendar days in advance of the times and places that pipeline staking will be needed.

B. Provide supplementary staking, grade staking, offsets, temporary bench marks, and supplementary control points as necessary to complete the work in accordance with the plans and specifications.

C. Request clarification from the Project Engineer regarding apparent conflicts before proceeding with installation of facilities.

D. Preserve all reference staking placed by the Project Engineer, until such time as the pipeline or other facilities are installed. Reference stakes needing replacement due to Contractor error or negligence to secure the site must be replaced by one of the following means:

1. A professional land surveyor or engineer hired by the Contractor, or

2. The Project Engineer, at a rate of $1000 per day, credited to the contract.

E. All permanent survey points/markers (i.e. property corners) and bench marks not directly in the line of work shall be preserved,

1. Replace all permanent survey markers disturbed or destroyed using a

Professional Land Surveyor at no cost to the owner/engineer.

2. Provide evidence of reestablishment of permanent survey markers to the

Project Engineer.

SECTION 01 77 00 CLOSEOUT PROCEDURES PAGE 1 of 2

SECTION 01 77 00

CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes information on closeout procedures and final cleanup.

1.02 CLOSEOUT PROCEDURES

A. Submit written certification that work is fully completed in accordance with contract documents and ready for final inspection at least five (5) working days prior to pre-final inspection.

B. Provide warranties, approved Operation & Maintenance Manuals, and approved record documents (e.g. as-built drawings) to the Project Engineer within ten (10) days after date of substantial completion or 5 working days prior to the pre-final inspection (whichever is sooner).

1.03 PRE-FINAL CLEANING

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

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

1.04 PRE-FINAL INSPECTION

A. A pre-final inspection of the facilities shall be conducted, at a minimum, by the Project Engineer and the Contractor.

B. Inspect all facilities installed under the Contract.

C. Complete the requirements listed in Closeout Procedures Section 1.2 prior to the pre-final inspection.

1.05 PRE-FINAL PUNCH LIST

A. Any deficiencies noted at the pre-final inspection will be communicated to the Contractor through a letter from the Contract Manager or the Project Engineer. The preliminary 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. Correct all deficiencies identified prior to scheduling a Final Inspection.

SECTION 01 77 00 CLOSEOUT PROCEDURES PAGE 2 of 2

C. Full payment will not be made until all requirements of this section are met.

D. Contractor shall submit written certification that all pre-final punch list items have been completed in accordance to the contract documents and ready for final inspection at least five (5) working days prior to final inspection.

1.06 FINAL INSPECTION

A. Final inspection of all the facilities provided will be conducted, at a minimum, with the Owner, Project Engineer, and the Contractor.

B. Scheduling of the final inspection will not be allowed until all deficiencies listed in the pre-final punch list are corrected to the Project Engineer’s satisfaction.

1.07 FINAL PAYMENT

A. Deficiencies noted during the final inspection will be communicated to the Contractor through a letter from the Contract Manager or Project Engineer.

B. Correction of all deficiencies will be required prior to the final payment being processed.

C. Final Payment will follow the procedures outlined in Section 01 22 00 Price and Payment and require the Contractor to sign a release of claims for the contract.

SECTION 01 78 00 – CLOSEOUT SUBMITTALS PAGE 1 OF 2

SECTION 01 78 00

CLOSEOUT SUBMITTALS

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

1.02 RELATED WORK

A. Section 01 43 00 – Quality Assurance

B. Section 01 77 00 – Closeout Procedures

1.03 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 can be made.

1.04 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 – PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.01 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 from original design.

SECTION 01 78 00 – CLOSEOUT SUBMITTALS PAGE 2 OF 2

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

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. Gate valves

2. Corporation stops

3. Curb stops

4. Water main fittings

5. Couplings to existing water systems.

6. Cleanouts

7. Sewer wyes

8. Utility crossings

9. Septic tank manholes and access covers

10. 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. Float elevations

4. Septic tank elevations

5. Elevations of pipe entering and leaving structures

3.02 WARRANTIES

A. Submit all warranty information regarding the materials installed.

B. Minimum warranty information is listed in Section 01 43 00. Specific warranties may be required for each Section of specifications.

3.03 OPERATION AND MAINTENANCE INFORMATION

A. Submit all operation and maintenance information as included in the packaging from the manufacturer regarding the materials installed.