C04b Attachment 2 Specifications 1240LT26Q0109.pdf

United States Department of Agriculture Forest Service

WYOMING

SWEETWATER COUNTY

FLAMING GORGE NATIONAL RECREATION AREA

ASHLEY NATIONAL FOREST

FLAMING GORGE RANGER DISTRICT

Specifications for

Buckboard Marina Water System Improvements

Buckboard Marina – FR 009, MCKINNON, WY 82938

February, 2026

Horrocks PN UT-10875-25

4246 S. Riverboat Rd, Ste 200, Salt Lake City, UT 84123

F e b ru a ry

US Forest Service –

Buckboard Marina Water System Improvements

Project Location:

FR 009, McKinnon, WY 82938

TECHNICAL SPECIFICATIONS

CONTENTS

INTRODUCTORY INFORMATION 00 00 01 Title Page

00 00 30 Table of Contents

DIVISION 1 01 02 50 Measurement and Payment

GENERAL REQUIREMENTS 01 41 26 Permit Requirements

DIVISION 2 02 21 15 Construction Staking

EXISTING CONDITIONS 02 41 00 Site Preparation and Selective Demolition

DIVISION 03

CONCRETE

03 10 00

03 41 43

Cast-In-Place Concrete

Pre-Cast Concrete Utility Building

03 61 00 Cementitious Grouting

DIVISION 05 05 05 10 Metal Galvanizing

METALS 05 05 23 Anchor Bolts

05 05 24 Bolts, Nuts, and Accessories

05 51 00 Metal Fabrications

DIVISION 07 07 21 00 Insulation

THERMAL AND MOISTURE PROTECTION

DIVISION 08 08 11 10 Standard Steel Door

OPENINGS 08 71 00 Door Hardware

DIVISION 09 09 90 00 Coatings and Finishes

FINISHES 09 91 00 Painting

DIVISION 22 22 11 03 Water Treatment System Rehabilitation

PLUMBING 22 11 13 Facility Butterfly Valves

22 11 23 Submersible Pump and Appurtenances

22 11 25 Water Pump

DIVISION 23 23 05 00 General Mechanical Requirements

HVAC 23 37 14 Louvers and Vents

23 82 29 Unit Heaters

DIVISION 26 26 05 00 Electrical General Requirements

ELECTRICAL 26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 29 Hangers and Supports for Electrical Systems

26 05 33 Raceway and Boxes

26 05 43 Underground Ducts and Raceways for Electrical Systems

26 05 53 Identification for Electrical Systems

26 08 00 Commissioning of Electrical Systems

26 22 13 Low-Voltage General Purpose Transformers

26 24 16 Panelboards

26 24 19 Motor Control Centers

26 27 16 Electrical Cabinets and Enclosures

26 27 26 Wiring Devices

26 28 16 Enclosed Switches and Circuit Breakers

26 29 23 Variable Frequency Drives

26 36 23 Automatic Transfer Switches

26 50 00 Lighting

DIVISION 31 31 22 00 Grading

EARTHWORK 31 23 00 Excavation, Backfilling, and Compaction

31 25 00 Erosion Control

DIVISION 32 32 05 00 Restoration of Existing Improvements

EXTERIOR IMPROVEMENTS 32 11 23 Base Course

32 12 16 Asphaltic Concrete Paving

DIVISION 33 33 05 19 Ductile Iron Utility Pipe

UTILITIES 33 05 30 Utility Locating System

33 11 00 Water Distribution and Transmission

33 11 12 Basic Piping Materials and Methods

33 11 14 High Density Polyethylene Pipe

33 11 15 Gages and Meters

33 11 17 Piping Systems Testing

33 13 00 Disinfection of Water Distribution Systems

33 13 05 Flushing and Testing

Horrocks PN UT-10875-25 US Forest Service

February, 2026 Buckboard Marina Water System Improvements

Measurement and Payment

01 02 50 Page 1 of 11

SECTION 01 02 50

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Measurement and payment criteria applicable to portions of the Work performed under a unit price payment method.

1.2 RELATED SPECIFICATIONS – NOT USED

1.3 MEASUREMENT OF QUANTITIES

A. Measurement Devices:

1. Weigh Scales: Inspected, tested and certified by the applicable state Weights and

Measures department within the past year.

2. Platform Scales: Of sufficient size and capacity to accommodate the conveying vehicle.

3. Metering Devices: Inspected, tested and certified by the applicable State department within the past year.

1.4 PAYMENT

A. Payment for each Bid item includes full compensation for all required labor, materials, products, tools, equipment, manufacturing, transportation, services and incidentals;

application or installation; permits, taxes, royalties, import costs, overhead and profit.

1.5 DESCRIPTION OF BID ITEMS

A. The work generally consists of the following, which are numbered according to the Bid schedule:

B. Schedule A – General Items

1. Mobilization – Measurement is by lump sum. Payment includes mobilization, demobilization, installation of temporary facilities, construction fencing, all bonds, insurances, permits and fees, traffic control, public outreach, coordination, erosion control, SWPPP and implementation of erosion control, quality control and testing of materials, preparation of project schedule, project identification sign, construction survey and layout, final cleanup and project closeout, and all other items not specifically called for in any other Bid item or called for in the Drawings and

Specifications or is customary, incidental or appurtenant to performance of a complete project. Payments shall be made on according to the schedule established in Paragraph H.1 herein.

2. SWPPP (Erosion Control) – Measurement is by lump sum. Payment includes all labor, materials, incidental costs, material placement, silt fencing, and permitting costs as required to produce, permit, and implement the Stormwater Pollution Prevention Plan as indicated in the drawings.

3. Clear and Grub – Measurement is by acre. Payment includes clearing, grubbing, and removal of all vegetation, trees, brush, roots, stumps, organic matter, and other objectionable materials within the limits shown on the Drawings or as directed by the

Engineer.

4. Construction Staking – Measurement is by lump sum. Payment includes all labor, equipment, materials, and personnel necessary to perform construction surveying and

01 02 50 Page 2 of 11 staking required for the project.

5. Material Import/Export – Measurement and Payment shall be made by the ton of imported soil and price per ton shown on the bid schedule. This item shall be used only for material the Contracting Officer deems unsuitable for use in excavation and grading work on the site. Payment includes:

a. All earthwork, excavation, and trenching required to export unsuitable material and import suitable material.

b. Borrow materials, royalties, and import cost

c. Transportation, loading and hauling of unsuitable material for export and import of suitable material.

C. Schedule B – New Raw Water Intake & Irrigation

1. 40 GPM In-Line Treatment Booster Pump – Measurement is by each. Payment includes all items associated with installation of the 40 GPM in-line treatment booster pump including but not limited to:

a. Installation of manhole to house pump works

b. Connection to main line to transfer culinary water from the storage tanks to the end use facilities on the main line.

c. All trenching, bedding, dewatering and related earthwork

d. Installation of pipe including fusion of joints.

e. Installation of labeled warning ribbon and related items

f. Bedding materials, royalties, and import cost

g. Surface restoration, fence repair and cleanup

h. Initial start up upon completion of construction

i. Variable Frequency Drive and related electrical work for the soft start operations.

j. Backup pump

2. 75 GPM Pump House Booster Pump – Measurement is by each. Payment includes all items associated with installation of the 75 GPM pump house booster pump including but not limited to:

a. All fittings and related piping materials necessary to install the pump in the layout shown on the civil plans.

b. Submittal of pump specifications to the Contracting Officer for approval.

c. Installation of the booster pump and initial startup upon completion of construction.

d. All electrical work required to put the pumping system into working order.

e. Variable Frequency Drive and related electrical work for the soft start operations.

f. Backup Pump

3. 75 GPM Submersible Water Pump – Measurement is by each. Payment includes all items associated with installation of the 75 GPM submersible pump including but not limited to:

a. All fittings and related piping materials necessary to install the pump in the layout shown on the civil plans.

b. Submittal of pump specifications to the Contracting Officer for approval.

c. Installation of the booster pump and initial startup upon completion of construction.

d. All electrical work required to put the pumping system into working order.

e. Variable Frequency Drive and related electrical work for the soft start operations.

f. Backup Pump

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4. Pump House Structure & Electrical – Measurement is by lump sum. Payment includes all items associated with construction of the pump house structure and electrical including but not limited to:

a. Submittal to the Contracting Officer of a pre-cast concrete Pump House

Building in the general configuration shown on the civil drawings.

b. All earthwork and site preparation necessary to prepare the site for the reception of the pre-cast pump house at the finished floor elevation shown on the civil drawings.

c. All interior concrete work to install the casing pipe entry space through the floor and reinforced concrete pipe support blocks laid out in the general configuration shown on the civil plans.

d. All electrical work required to connect to bring electrical service into the building from the meter not included in other bid items.

5. Pump House Piping – Measurement is by lump sum. Payment includes all items associated with construction of the pump house piping including but not limited to:

a. Installation of all valves, bends, fittings, strainers, meters, pipe supports, etc associated with the interior piping in the pump house as shown in the civil plans.

b. All incidental work required to install the pump house piping per the plans and specifications.

6. Electrical Transformer with Phase Converter – Measurement is by each. Payment includes all items associated with installation of the electrical transformer including but not limited to:

a. Installation of Service of the new transformer and phase converter to provide 3-phase power to the pumps. – To be designed by electrical engineer.

7. Electrical Power Pole – Measurement is by each. Payment includes all items associated with installation of the electrical power poles including but not limited to:

a. Installation of the new power poles near pump house.

b. All earthwork, trenching, bedding, backfill, compaction and general site preparation necessary to install the service from the end of the RMP responsibility into the pump house breaker panels.

8. Overhead Electrical Service Line to Pumphouse – Measurement is by lineal foot.

Payment includes all items associated with construction of the overhead electrical service line including but not limited to:

a. Coordination with Rocky Mountain Power (RMP) to get overhead powerlines installed from the existing power system East of Forest Road 009 to the new

Pump House.

b. Installation of Service from the new power pole and transformer nearest the pumphouse to the meter and into the building panels.

c. All earthwork, trenching, bedding, backfill, compaction and general site preparation necessary to install the service from the end of the RMP responsibility into the pump house breaker panels.

9. Overhead Communication Line – Measurement is by lineal foot. Payment includes all items associated with construction of the overhead communication line including but not limited to:

a. Installation of Service from the new power pole and transformer nearest the pumphouse to the meter and into the building panels.

b. All earthwork, trenching, bedding, backfill, compaction and general site preparation necessary to install the service from the end of the RMP responsibility into the pump house breaker panels.

c. All incidental work required to install the overhead communication line per the plans and specifications.

01 02 50 Page 4 of 11

10. Design-Build Electrical Operating System – Measurement is by lump sum. Payment includes:

a. Submittal to the Contracting Officer of a detailed electrical plan set stamped by an electrical engineer licensed in the State of Wyoming. Plan set shall include electrical loads, wire sizes, one-line diagrams, circuit details, electrical component layout and any other electrical component instructions required to install the electrical system.

b. Coordination with the pump and other electrical equipment manufacturers.

c. Installation of phase converter from the single phase to three phase power.

d. Installation of the Variable Frequency Drives (VFD’s) that operate the pump systems.

e. Installation of the SCADA system and communication wiring between the pump house and the treatment facility.

f. Electrical wiring for all interior pump house components including automatic louver vents, unit heater, lighting, receptacles, pump drives and works, SCADA system components, communication wires inside the building and any other electrical system needs not specifically mentioned elsewhere to make the pump systems function as intended for the project as shown in the civil plans.

g. Backup power for distribution system pump per WYDEQ standards.

11. Cofferdam – Measurement is by lineal foot. Payment includes all items associated with construction and removal of the coffer dam including but not limited to:

a. Submittal to the Contracting Officer, detailed construction drawings for the coffer dam, stamped by a geotechnical engineer licensed in the state of

Wyoming. The cofferdam must be capable of holding back lake water to 20 feet of depth in the general layout shown in the provided civil drawings.

b. Installation of sheet piles and other cofferdam components.

c. All excavation, backfill, compaction, rock excavation, royalties, import costs and related earthwork required to install the cofferdam.

d. Dewatering of the cofferdam well and maintaining dry conditions for installing intake components.

e. Incidental work required to accomplish the installation of the cofferdam per the plans and specifications.

f. Removal of the cofferdam components at the end of the construction activities within the cofferdam well.

12. 3” HDPE Non-Potable Water Pipe – Measurement is by linear foot. No deduction of the length shall be made for fittings, valves, meters, etc. Measurement will be taken on the pipe prior to it entering the casing. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to the submersible pump.

b. Installation of pipe chocks at intervals specified on the plans.

c. Installation of centralizers between the carrier and casing pipes.

d. Connections to the Galvanized Steel Pipe in the pump house.

e. All trenching, bedding, dewatering and related earthwork.

f. Installation of pipe including fusion of joints.

g. Installation of labeled warning ribbon and related items.

h. Surface restoration, fence repair and cleanup.

i. Fastening of electrical wire apparatus from the pump to the surface.

j. All incidental work required to install the 3” HDPE non-potable water pipe per the plans and specifications.

13. 2” HDPE Non-Potable Water Pipe – Measurement is by linear foot. No deduction of length shall be made for fittings and service connections. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

01 02 50 Page 5 of 11

a. Connection of pipe to the treatment booster pump.

b. All trenching, bedding, dewatering and related earthwork.

c. All 2” drain pipe, both culinary and non-potable.

d. Installation of pipe including fusion of joints.

e. Installation of labeled warning ribbon and related items.

f. Bedding materials, royalties, and import cost.

g. Surface restoration, fence repair and cleanup.

h. All incidental work required to install the pipe per the plans and specifications.

14. 1” Air/Vac Valves - Measurement is be each. No separate measurements shall be made for fittings. Payment includes all items associated with installation of the air/vac valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new air/vacuum valve

c. All piping, fittings, valves, vents, piping materials, air vac, posts, barrel, lid, bends, screens and covers

d. All incidental work required to install the new air vac per the plans and specifications.

15. 3” Gate Valve – Measurement is by each gate valve installed on the non-potable water pipe. No separate measurements shall be made for fittings. Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

16. 8” HDPE DR-21 Casing Pipe – Measurement is by lineal foot. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to bulkhead.

b. Installation of pipe including fusion of joints, connection of stabilizers, and general requirements associated with sinking the pipe to the lakebed from a watercraft floating on the surface of the lake.

c. All trenching, bedding, dewatering and related earthwork

d. Installation of pipe including fusion of joints.

e. Installation of labeled warning ribbon and related items

f. Bedding materials, royalties, and import cost

g. Surface restoration, fence repair and cleanup

h. All incidental work required to install the pipe

17. Concrete Bulkhead – Measurement is by lump sum. Payment includes all items associated with construction of the bulkhead including but not limited to:

a. Excavation, backfill, compaction, rock excavation, royalties, import costs, and related earthwork in excess of the trench excavation for the pipe.

b. Concrete reinforcement, formwork, and finishing.

c. Connection of the casing pipe to the sleeve inserted into the bulkhead.

d. All incidental work required to install the bulkhead.

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18. 48” Concrete Manhole – Measurement is by each. Payment includes but is not limited to:

a. All excavation, bedding, backfill, compaction, rock excavation, and related earthwork not included in the waterline installation.

b. Removal of excavated materials including hauling and disposal cost

c. Precast concrete 4-foot manhole base with cast invert specific to the flow and inlet requirements shown on the drawings

d. Precast eccentric concrete cone manhole section, cast iron ring and cover, concrete grade rings, finish grade rings, manhole steps, and mastic sealants

e. Borrow materials, royalties, and import cost

f. Surface restoration and cleanup

g. All incidental work required to install the manhole

19. 2” Galvanized Steel Drain Pipe to Daylight – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line and connect to the 2”

HDPE pipe.

d. All backfill, compaction, testing and documentation per Forest Service standards.

20. 3” Flow Meter – Measurement is by each. and Payment shall be made by the each and price per each shown on the bid schedule. Payment includes:

a. All labor required to install the earthwork, excavation, trenching and backfill required in addition to that necessary to install the waterline under other items in this document.

b. All meters, yokes and incidental connection materials, meter pits and covers, pipe, fittings, piping materials, tees, valves, and thrust blocks.

c. All backfill, compaction, testing and documentation per Forest Service standards.

D. Schedule C– Underground Storage Tanks

1. 6,000 gal. Dura-Crete Water Tank – Measurement is by each. Payment includes all items associated with installation of the storage tanks including but not limited to:

a. Submittal of pre-cast concrete tank plans to the Contracting Officer.

b. All earthwork, excavation, bedding and backfill related to the tank, but not paid in other items within this document.

c. Grouting around openings and connections to pipes.

d. Clean, flush, and disinfect components related to this item but not paid in other items within this document.

e. Installation of water levels to communicate to the pumps.

f. Surface restoration and cleanup related to this item but not paid in other items of this document.

E. Schedule D – Looped Water Distribution System

1. 40 GPM In-Line Culinary Booster Pump – Measurement is by each. Payment includes all items associated with installation of the 40 GPM in-line culinary booster pump including but not limited to:

a. Installation of manhole to house pump works

b. Connection to main line to tranfser culinary water from the storage tanks to the end use facilities on the main line.

c. All trenching, bedding, dewatering and related earthwork

d. Installation of pipe including fusion of joints.

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e. Installation of labeled warning ribbon and related items

f. Bedding materials, royalties, and import cost

g. Surface restoration, fence repair and cleanup

h. Initial start up upon completion of construction

i. Variable Frequency Drive and related electrical work for the soft start operations.

j. Backup pump

2. 2” HDPE Pipe – Measurement is by lineal foot. No deduction of length shall be made for fittings and service connections. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to the system.

b. All trenching, bedding, dewatering and related earthwork.

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items.

e. Bedding materials, royalties, and import cost.

f. Surface restoration, fence repair and cleanup.

3. 1” Air/Vac Valve - Measurement is by each. No separate measurements shall be made for fittings. Payment includes all items associated with the installation of the air/vac valve including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new air vac

c. All piping, fittings, valves, vents, piping materials, air vac, posts, barrel, lid, bends, screens and covers

d. All incidental work required to install the new air vac.

4. 2” Gate Valve (Culinary Water) - Measurement is by each gate valve installed on the non-potable water pipe. No separate measurements shall be made for fittings.

Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

5. Water Services – Measurement is by each. Payment includes all items associated with the construction of the water services including but not limited to:

a. All earthwork, excavation, trenching bedding and backfill related to this water service but not paid in other items within this document.

b. All fittings, piping materials, other items as shown on the drawings and as required to install the service that are not paid in other items within this document.

c. Clean, flush, pressure test, and disinfect components related to this item but not paid in other items of this document.

d. Surface restoration and cleanup related to this item but not paid in other items of this document.

6. Fire Hydrant - Mueller A-411– Measurement is by each. Payment includes all items associated with the installation of the fire hydrant including but not limited to:

01 02 50 Page 8 of 11

a. All earthwork, excavation, trenching and backfill required in addition to that necessary to install the waterline under other items in this document.

b. All hydrants, pipe, fittings, piping materials, tees, valves, valve box and cover, and thrust blocks.

c. All backfill, compaction, testing and documentation per Forest Service standards.

7. Drain Drop Manhole – Measurement is by each. Payment includes all items associated with the installation of the manhole including but not limited to:

a. All excavation, bedding, backfill, compaction, rock excavation, and related earthwork not included in the waterline installation.

b. Removal of excavated materials including hauling and disposal cost

c. Precast concrete 4-foot manhole base with cast invert specific to the flow and inlet requirements shown on the drawings

d. Precast eccentric concrete cone manhole section, cast iron ring and cover, concrete grade rings, finish grade rings, manhole steps, and mastic sealants

e. Borrow materials, royalties, and import cost

f. Surface restoration and cleanup

g. All incidental work required to install the manhole

8. 4” HDPE Drain Pipe – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line.

d. All backfill, compaction, testing and documentation per Forest Service standards.

9. 4” Galvanized Steel Drain Pipe to Daylight – Measurement is by lineal foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. All earthwork, excavation, and trenching required to install the drain line in a consistent slope to daylight.

b. Borrow materials, royalties, and import cost

c. All pipe and accessories needed to install the drain line and connect to the 4”

HDPE pipe.

d. All backfill, compaction, testing and documentation per Forest Service standards.

10. Tie-In A Through L – Measurement is by each. Payment includes all items associated with the connections at Tie-ins A through L as shown in the plans, including but not limited to:

a. All earthwork, excavation, trenching bedding and backfill not paid in other items within this document.

b. All fittings, valves, valve boxes and covers, piping materials, other items as shown on the drawings and as required in addition to those required to install the waterline described in the above pipe item(s)

c. All labor, equipment, expendable supplies, and services required to dewater existing pipelines, connect to, and refill the existing pipelines.

d. Clean, flush, pressure test, and disinfect components not paid in other items of this document.

e. Surface restoration and cleanup related to this tie in, but not paid in other items of this document.

F. Schedule E – Water Meters

1. 2” Water Meter – Measurement is by each. Payment includes all items associated with the installation of water meters including but not limited to:

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a. All earthwork, excavation, trenching and backfill required in addition to that necessary to install the waterline under other items in this document.

b. All meters, yokes and incidental connection materials, meter pits and covers, pipe, fittings, piping materials, tees, valves, and thrust blocks.

c. All backfill, compaction, testing and documentation per Forest Service standards.

G. Schedule F – Upgrade Treatment Plant

1. Design-Build Replacement of Water Treatment System – Measurement is by lump sum.

Payment includes all items associated with the installation of pipe including but not limited to:

a. Submittal to the Contracting Officer of a detailed water treatment facility plan set stamped by a qualified professional engineer experienced in the design for treatment facilities and licensed in the State of Wyoming. The plan set shall include all components of a complete water treatment package, designed to fit within the confines of the existing building. Plans will include location and diagrams of pumps, pipes, meters, electrical components, SCADA Components and all incidental items not specifically listed to provide a water treatment system capable of treating 40 gallons per minute. Treatment system plans shall meet all Wyoming State Division of Drinking Water rules governing water treatment.

b. Coordination with the treatment package manufacturer and electrical equipment manufacturers.

c. Installation of the complete treatment package including electrical systems and components.

d. Installation of the SCADA system and components not included elsewhere in this document.

H. Schedule G – Dock Waterline at Future Dock Location

1. 2” HDPE Pipe – Measurement is by lineal foot. No deduction of length shall be made for fittings and service connections. Quantities shall be rounded to the nearest whole foot. Payment includes all items associated with the installation of pipe including but not limited to:

a. Connection of pipe to the system.

b. All trenching, bedding, dewatering and related earthwork.

c. Installation of pipe including fusion of joints.

d. Installation of labeled warning ribbon and related items.

e. Bedding materials, royalties, and import cost.

f. Surface restoration, fence repair and cleanup.

2. 1” Air/Vacuum Valve - Measurement and Payment shall be made by the each. No separate measurements shall be made for fittings. Payment includes all items associated with the installation of the air/vac valve including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new air vac

c. All piping, fittings, valves, vents, piping materials, air vac, posts, barrel, lid, bends, screens and covers

d. All incidental work required to install the new air vac.

3. 2” Gate Valve (To Future Dock Location)- Measurement is by each gate valve installed on the non-potable water pipe. No separate measurements shall be made for fittings.

Payment includes all items associated with installation of the gate valves including but not limited to:

a. All earthwork, excavation, trenching and bedding required in addition to that

01 02 50 Page 10 of 11 necessary to install the waterline.

b. All labor, materials, equipment, supplies, and services required to install the new gate valve.

c. All incidental work required to install the new gate valve per the plans and specifications.

I. Schedule H – Roadway Items

1. Asphalt Surface Repair – Measurement and Payment shall be made by the square yard and price per square yard shown on the bid schedule. Payment includes all items associated with construction of the asphalt repair including but not limited to:

a. All excavation, backfill, compaction and related earthwork to prepare the surface of areas to be paved.

b. Full depth cutting, trimming, hauling and disposal of existing asphalt pavement.

c. All items required to place and compact untreated base course materials to a depth of up to 4 inches that are not paid in other items within this document.

d. All items required to place and compact asphalt pavement in accordance with the civil drawings and specifications.

e. Tack coat asphalts.

f. Royalties and import costs not paid under other items within this document.

g. Surface restoration and cleanup.

2. Waterline Service Road – Measurement is by lineal foot. The measurement shall be taken along the centerline of the road. Payment includes all items associated with construction of the service road including but not limited to:

a. Earthwork for grading and installation of the roadway in the general configuration shown on the civil plans.

b. Hauling and disposal of refuse and organic materials cleared from the site.

c. Installation of culverts, swales and storm water conveyance channels as necessary to drain water from the service road and avoid ponding and washout.

d. Cut and fill materials necessary to keep grades generally following the natural ground contours, but avoiding sudden vertical grade changes and in general keeping a smooth transition between any vertical grade change.

e. Surface restoration and cleanup related to this bid item that are not paid by other items within this document.

1.6 PAYMENT SCHEDULE FOR SELECTED LUMP SUM BID ITEMS

A. MOBILIZATION

1. This Bid item will be paid as follows:

Percent of

Original Contract

Amount Earned

Percent of

Mobilization to be Paid

5% 40%

15% 20%

40% 30%

50% 10%

END OF SECTION

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December 2025 Buckboard Marina Water System Improvements

Permit Requirements

01 41 26 Page 1 of 2

DOCUMENT 01 41 26

PERMIT REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY

A. Each project has varying requirements for permits, inspections, and fees based on the scope, size, and location of the project.

B. The Owner is subject to all permits, inspections and associated fees for construction, demolition, utility connection, storm water management, and other similar requirements that may be required to complete the scope of work associated with thes contract documents.

C. The prime Contractor (PC) shall be responsible for obtaining all permits, inspections and paying for all associated fees unless specifically identified within this specification.

1.2 REFERENCES

A. The following references are not intended to be all inclusive. It shall be the PC’s responsibility to determine all requirements based on the scope of work in the contract documents.

B. Review all ordinances that may require a permit or fee that may be connected with a required permit. Contact the following Agencies to determine the exact requirements during bidding.

1. Building Inspection – Sweetwater County, WY

2. Site Plan – Sweetwater County, WY

3. Stormwater Pollution Prevention – Wyoming Department of Environmental Quality

4. Electrical – Rocky Mountain Power

5. United States Army Corp of Engineers 404 (initiated by Forest Service, contractor to adhere to)

6. Others as may be specified by the contract documents.

C. State Statutes

D. Other Regulatory Regulations

E. Other Agencies or companies that may have related requirements

1. Local gas and electric utility companies

2. Other Utility Companies

1.3 GENERAL CONTRACTORS REQUIREMENTS

A. The PC shall be responsible for all of the following:

1. Execute application for all required permits as may be required by the scope of work described within the contract documents.

2. Paying all fees associated with the application of any required permits.

3. Scheduling all required inspections that may be conditions of any required permits.

B. The PC shall provide high quality scanned images of all required permits and inspections to the

Contracting Officer (CO)

PART 2 – PRODUCTS – NOT USED

PART 3: EXECUTION – NOT USED

Permit Requirements

01 41 26 Page 2 of 2

END OF DOCUMENT

Horrocks PN UT-10875-25 Horrocks PN UT-10875-25

February 2026 Buckboard Marina Water System Improvements

Construction Staking

02 21 15 Page 1 of 2

SECTION 02 21 15

CONSTRUCTION STAKING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Procedures for installing construction survey staking prior to construction installations.

1.2 RELATED WORK

A. Section 02 21 13 – Site Surveys

B. Section 02 21 13.13 – Boundary and Survey Markers

1.3 REFERENCES

A. None

1.4 SUBMITTALS

A. Submit recorded survey and measurement field data in a format legible to the Owner.

B. Submit as-staked data and corrections made to the originally staked data.

1.5 QUALITY ASSURANCE

A. Locate and preserve all boundary markers and control points used in the survey.

PART 2 - PRODUCTS

A. Robotic Total Station (RTS).

B. Global Positioning System (GPS) Equipment.

PART 3 - EXECUTION

3.1 PREPARATION

A. No clearing, demolition, or removal of any kind shall proceed until all existing survey monuments and control points have been identified, clearly marked, and inspected and documented by the Owner.

B. Within 10 feet of limits of disturbance, inspect, photograph with video, and record condition of existing survey monuments, control points, features to remain which might be affected by work. Allow Owner to view video and approve prior to proceeding with the work.

C. Maintain benchmarks, monuments and other reference points and construction stakes.

3.2 CONSTRUCTION SURVEY METHODS

The following construction survey methods may be used:

A. Automated Machine Guidance (AMG) method: Grading equipment controlled with RTS technology, GPS technology, or a combination of the two.

B. Conventional survey methods: All other survey methods

Horrocks PN UT-10875-25 Horrocks PN UT-10875-25

Construction Staking

02 21 15 Page 2 of 2

3.3 REFERENCE LINES AND POINTS

A. Before any construction activity begins, notify the Owner of any missing control points or stakes.

Any missing items will be re-established by the contracted surveyor prior to construction.

3.4 PRE-SURVEY MEETING

A. Before surveying or staking, discuss and coordinate the following with the Owner:

1. Surveying and staking methods.

2. Stake marking.

3. Grade control for courses of material.

4. Referencing.

5. Structure control.

6. Field staking data.

7. Localization of the GPS systems to the established control points.

8. Other procedures and controls necessary for the work.

B. Do not start work until staking for the affected work has been approved.

3.5 CONSTRUCTION STAKING

A. Preserve initial reference and control points. Notify the Owner of missing control points or stakes at least 10 days before beginning construction. The contracted surveyor will reestablish control points and stakes missing before the beginning of construction.

B. Survey stakes will be established for the alignments shown on the plan as a minimum of 100 foot intervals and at alignment inflection points as necessary.

C. Survey stakes will be placed in such a manner as to allow construction to take place without removal of the stakes.

D. Acceptance of the construction staking does not relieve the Contractor of responsibility for correcting errors discovered during the work and for bearing additional costs associated with the error.

E. Maintain legibility of stake markings for the duration of the project or until notified in writing the stakes are no longer needed. Replace stakes if necessary to ensure markings are maintained.

F. The construction survey and staking work may be spot-checked for accuracy, and unacceptable portions of the work may be rejected. Resurvey rejected work.

G. Remove and dispose of flagging, paint, lath, stakes, and other staking material after the project is complete.

December 2025February 2026 Buckboard Marina Water System Improvements

Site Preparation and Selective Demolition

02 41 00 Page 1 of 4

SECTION 02 41 00

SITE PREPARATION AND SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Preparation, required video of existing features, protection, notification of jurisdictional utilities prior to commencement of work, clearing and grubbing, topsoil removal, asphaltic concrete pavement removal, Portland cement concrete removal, pipeline demolition and abandonment, removal of fences and miscellaneous obstructions, and disposal or salvage of waste materials.

1.2 RELATED WORK

A. Section 31 23 00 – Excavation, Backfilling and Compaction

1.3 REFERENCES

A. Tree Care Industry Association (TCIA) standards

B. ANSI A300 Pruning Standard Practices

1.4 SUBMITTALS

A. NOT USED

1.5 QUALITY ASSURANCE

A. All tree trimming and removal shall be done in accordance with Tree Care Industry Association

(TCIA) standards and ANSI A300 Pruning Standard Practices.

B. Locate and preserve all active utilities which are to remain in service.

PART 2 - PRODUCTS

A. Not Used.

PART 3 - EXECUTION

3.1 PREPARATION

A. No clearing, demolition, or removal of any kind shall proceed until all existing trees, improvements, etc. to be removed have been established and are inspected and documented by the Owner.

B. Mark all trees, shrubs, structures, fences, concrete, and other improvements to be removed.

C. Within 10 feet of limits of disturbance, inspect, photograph with video, and record condition of concrete slabs, structures, landscaping and other features to remain which might be affected by work. Allow Owner to view video and approve prior to proceeding with the work.

D. Trees, shrubs and lawn, areas to receive planting, rock outcroppings, fences, sprinklers and other improvements that are not to be removed shall be protected from damage or injury. If damaged or removed, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Protect all trees, shrubs, and improvements that are not indicated to be removed on the Drawings or indicated to be protected by Owner.

02 41 00 Page 2 of 4

E. Give reasonable notice to Owner to permit him to salvage plants, trees, fences, sprinklers and other improvements within the construction limits that may be destroyed because of the work.

F. Notify interested utility companies to be present if disturbing ground in the vicinity of utilities.

G. Protect active utility systems adjacent to or uncovered by any excavation during site preparation.

H. Maintain benchmarks, monuments and other reference points and construction stakes.

I. Protect Sensitive Site adjacent to the proposed pumphouse and waterline (STA 55+00 through

STA. 62+50) during construction and project activities.

J. Install temporary silt fencing as avoidance barriers on 50’ buffer zone of Heritage site as shown on the Project Design Drawing Sheet C.2.0, Sheet C.3.12,C.3.13, and C.3.14.

3.2 CLEARING AND GRUBBING

A. Prior to construction, unsuitable soils and vegetation should be removed from below pavements and bridge structure. Unsuitable soils consist of topsoil, organic soils, undocumented fill, loose or disturbed native soils, and other deleterious materials. All topsoil, uncontrolled fill, or other unsuitable soils should be removed completely. Remove all surface vegetation to a depth necessary for complete removal of all roots and other deleterious materials from within the areas to receive structural fill or base course.

3.3 TOPSOIL REMOVAL

A. Before any construction activity begins, remove topsoil. Topsoil shall be stockpiled if it is to be re-used.

B. Stockpiled topsoil shall be protected from contamination by weeds, debris, etc.

3.4 ASPHALTIC CONCRETE PAVEMENT REMOVAL

A. Use any method of cutting that produces a true, vertical, full-depth cut and ensures the breakage of pavement along straight lines.

B. Re-cut along any edge that is damaged during construction, and where cavities underneath pavement are caused by construction.

C. Remove asphalt pavement without damaging pavement that is to remain. Dispose of asphalt pavement to be removed at a suitable offsite location in accordance with applicable laws and ordinances.

D. Cuts shall be located such that no patch along a pavement edge is to be narrower than 24-inches.

3.5 PORTLAND CEMENT CONCRETE REMOVAL

A. Concrete shall be removed to neatly sawed edges with full depth saw cuts.

B. Re-cut along any edge that is damaged during construction, and where cavities underneath pavement are caused by construction.

C. Concrete sidewalk or driveway to be removed shall be neatly sawed in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk. No section to be replaced shall be smaller than 30 inches in either length or width.

D. Unless otherwise shown on the Drawings, if the saw cut would fall within 30 inches of a construction joint, expansion joint, or edge, the concrete shall be removed to the joint or edge, except that where the saw cut would fall within 12 inches of a score mark, the saw cut shall be made in and along the score mark.

02 41 00 Page 3 of 4

E. Curb and gutter to be removed shall be sawed full depth on a neat line at right angles to the curb face.

F. Foundations to be removed should be removed at least two feet below finished grade or two feet below natural ground surface.

3.6 PIPELINE DEMOLITION AND ABANDONMENT

A. General:

1. Abandoned pipelines not to be salvaged are considered as incidental excavation work.

2. Do not damage pipe or structures that remain in service or are to be salvaged for

Owner.

B. Gravity Pipe Demolition:

1. Plug abandoned pipe with a permanent, water-tight concrete plug extending into the abandoned pipe at least two feet.

2. Seal openings in walls of remaining manholes, catch basins or structures with water-tight plugs.

C. Pressure Pipe Demolition:

1. Coordinate demolition with Contracting Officer and agency owning the utility pipe.

2. Plug abandoned pipe with a permanent water-tight plug.

3. Cap and restrain the active pipe with a blind flange or equivalent type of plug.

4. For service line demolition or abandonment, disconnect the line from the mainline and shut off the corporation stop.

3.7 FENCES AND MISCELLANEOUS OBSTRUCTIONS

A. No demolition or removal of fences or miscellaneous obstructions shall proceed until clearance is obtained from the Owner.

3.8 DISPOSAL OF WASTE MATERIALS

A. Salvage designated equipment and materials for the Owner.

1. One 10,000 Gallon Fiberglass Water Tank

B. Where salvage is not required as otherwise specified herein or as shown on the drawings, Contractor shall dispose of all removed materials at a commercial landfill in accordance with applicable laws and ordinances.

C. No burning shall be allowed.

D. Valve boxes, manholes, pipes, hydrants, and similar appurtenances shall be removed to a minimum of 12 inches below finished grade.

02 41 00 Page 4 of 4

Cast-In-Place Concrete

03 30 00 Page 1 of 7

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. This section covers cast-in-place concrete, including formwork, reinforcement, concrete mixtures and handling, placing and constructing for flatwork, manhole collars and bases, and thrust blocks.

1.2 RELATED WORK

A. Section 31 23 00 – Excavation, Backfilling and Compaction

B. Section 33 11 00 – Water Distribution and Transmission

1.3 REFERENCES

A. For concrete street improvements such as curb and gutter, sidewalk, drive approaches, etc.

refer to the proper municipal or state standards.

B. ACI 301 – Structural Concrete (latest revision)

C. ACI 306 – Cold Weather Concreting (latest revision)

D. NSF 61 – Drinking Water System Components (latest revision)

E. ACI 305 – Hot Weather Concreting (latest revision)

F. ACI 201.2R-01 – Guide to Durable Concrete (latest revision)

1.4 SUBMITTALS

A. Concrete mixtures

1. Mixture proportions and characteristics.

2. Method and test data used to establish mixture proportions.

3. Information on types, classes, producers’ names and plant locations for cementitious materials; types, pit or quarry locations, producers’ names, grading and properties required by ASTM C 33 for aggregates; types, brand names, and producer’s names for admixtures.

B. Reinforcement and reinforcement supports

1. Certified test reports on materials.

2. Placing drawings showing fabrication dimensions and locations for placement of reinforcement and supports.

3. Copy of plant certifications.

4. When Contractor finds it necessary to move reinforcement from locations specified to avoid interference with other reinforcement, submit the revised reinforcement arrangement.

C. Formwork and formwork accessories

1. Plan and procedures for installation and removal of reshoring and back shoring.

2. Data on formwork release agent or formwork liners.

03 30 00 Page 2 of 7

3. Shop drawings for formwork.

D. Handling, placing and constructing

1. The Contracting Officer must be notified 24 hours in advance of placement of concrete.

2. When applicable or requested by the Contracting Officer, hot weather or cold weather precautions must be submitted.

3. Proposed location and treatment of construction joints not shown on the project drawings.

4. Proposed methods of curing.

5. Specification and data and methods of use for any proposed repair material.

E. Repair

1. Proposed repair methods, materials, and modifications to the Work.

2. Description of repair work performed to bring strength-deficient concrete into compliance with the Contract Documents.

3. Description of repair performed to being potentially nondurable concrete into compliance with the Contract Documents.

1.5 QUALITY STANDARD

A. Work shall conform to all requirements of ACI 301-05 published by the American Concrete

Institute, Farmington Hills, Michigan, except as modified by these Contract Documents.

1.6 TESTING

A. Testing of concrete materials shall be in accordance with ACI 301.

B. Payment for testing shall be in accordance with the General Conditions.

1.7 NOTICE TO PUBLIC

A. Follow laws and regulations concerning when and to whom notices are to be given at least two days before work starts.

B. Indicate when concrete work will take place and when driveway approach can be used.

C. Warn of potential vehicle tow away and other construction issues affecting neighborhood

D. Should work not occur on specified day, send a new notice.

PART 2 - PRODUCTS

2.1 FORMWORK AND FORMWORK ACCESSORIES

A. Form materials shall be faced with material which will produce smooth and uniform texture on concrete, unless indicated otherwise. Do not used material with raised grain, patches, or other defects which will impair the texture of the concrete surface.

B. Arrange facing material in a symmetrical manner, keeping number of seams to a minimum.

C. Form ties:

1. Use ties constructed so end fasteners can be removed without spalling concrete faces.

2. After end fasteners of ties have been removed, embedded portion of ties are to terminate not less than two times the diameter or thickness of the fasteners from

03 30 00 Page 3 of 7 formed faces of concrete, but in no case greater than ¾ inch.

3. When formed face on concrete is not exposed, form ties may be cut off flush with formed surfaces. Use ties with ¾ inch diameter cones on both ends or approved equal for water retaining structures.

D. Form release agents shall be a colorless material which will not stain concrete, absorb moisture, impair natural bonding or color characteristics of concrete.

2.2 REINFORCEMENT AND REINFORCEMENT SUPPORTS

A. Reinforcing steel…