C04a_Attachment_1_SOW_127EAX26Q0044.pdf

PDF 10 MB Posted May 30, 2026

Attached to: Lynx Lake New Vault Toilets Prescott NF
Solicitation number: 127EAX26Q0044
Issued by: Yavapai County, Arizona

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Written by GovTribe AI · Jun 3, 2026

This Statement of Work is issued by the U.S. Forest Service for the Prescott National Forest in Arizona and outlines requirements for demolishing and removing three existing flush toilet buildings, associated septic systems, and installing three new vault toilets at Lynx Lake Recreation Area in Yavapai County. The project involves removing two pre-cast concrete flush toilet buildings at Lynx Lake Campground (Loops B and E) and one at Lynx Lake North Shore, decommissioning two septic tanks at the campground locations, capping sewer and water utilities, removing concrete sidewalks, relocating an electrical meter, and pouring new sidewalks. The contractor must furnish all supervision, materials, equipment, vehicles, tools, labor, transportation, and lodging necessary to complete the work. Work must be completed between November 1 and February 28, as Lynx Campground closes November 1 through March 31, while North Shore remains open year-round. Key submittals required prior to construction include shop drawings for electrical meter relocation, engineered vault toilet building drawings, color charts, vault toilet order forms, detailed construction schedules, and daily quality control reports. The contractor shall provide an OSHA 30-hour certified safety inspector, site superintendent, quality control representative, and traffic control supervisor.

The project is designated as a Total Small Business Set-Aside under NAICS code 238910 (Site Preparation Contractors). The contractor is responsible for all costs related to mobilization, removal and disposal of existing buildings with salvage value permitted, septic tank closure in compliance with Arizona Administrative Code R18-9-A309D, utility disconnection and capping, sidewalk removal and repair, and installation of three new double vault toilets meeting specific specifications including split-face block exterior in sandstone color, 200 psf snow load capacity, 90 mph wind load rating, solar light kits, and grab bars. Suggested vault toilet models include the Boom Clovermist Double Precast Vault Toilet (Boom Concrete) and Double Cascadian (CXT), both available through GSA contracts. The contractor must coordinate with Arizona 811 for all excavation activities, maintain traffic control and barricading at the North Shore site allowing one-lane access, protect natural resources and existing trees, implement immediate work stoppage protocols for archaeological discoveries, and restore damaged areas at no additional cost to the government.

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SOUTHWESTERN REGION 03

PRESCOTT NATIONAL FOREST

REPLACE LYNX LAKE TOILETS

STATEMENT OF WORK

U.S. FOREST SERVICE

04/14/2026

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TABLE OF CONTENTS

1.0 GENERAL INFORMATION

1.1 WORK SUMMARY

1.2 PROJECT LOCATION

1.3 PERFORMANCE PERIOD & WORK RESTRICTIONS

1.4 POINTS OF CONTACT

1.5 TRAFFIC CONTROL

1.6 CONTRACTOR STAGING & STORAGE AREAS

1.7 UTILITIES & SANITATION SERVICES

1.8 USE OF PREMISES

1.9 GOVERNMENT FURNISHED ITEMS AND MATERIALS

1.10 SUBMITTALS

1.11 CONSTRUCTION SCHEDULE

1.12 BLUE STAKE

1.13 SUPERVISION, QUALITY CONTROL, AND SAFETY

1.14 ARCHEOLOGICAL SITES AND DISCOVERY

1.15 PROTECTION OF NATURAL RESOURCES

2.0 PROJECT SCOPE

2.1 SCOPE OF WORK

2.2 BASE BID ITEMS

2.2.1 Mobilization

2.2.2 Remove Flush Toilets, Lynx Lake Campground

2.2.3 Remove Flush Toilet, Lynx Lake North Shore

2.2.4 Remove Utilities, Decommission Septic Tanks, Lynx Campground

2.2.5 Remove Utilities, Cap Sewer, Lynx Lake North Shore

2.2.6 Remove Concrete Sidewalk, Lynx Lake North Shore

2.2.7 Relocate Electric Meter, Lynx Lake North Shore

2.2.9 Sidewalk Repair

2.2.10 Sidewalk Repair

2.4 SCOPE ATTACHMENTS

ATTACHMENT A – PROJECT VICINITY MAP

ATTACHMENT B – BLDG #8521333G PICTURES, LOOP B

ATTACHMENT C – BLDG #8521333H PICTURES, LOOP E

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ATTACHMENT D – BLDG #8680233B PICTURES, NORTH SHORE

ATTACHMENT E – DRAWINGS, 2005, LOOP B & E TOILET INSTALLS

ATTACHMENT F – DRAWINGS, 2008, NORTH SHORE, NEW SEPTIC SYSTEM

ATTACHMENT G – DRAWINGS, 2009, NORTH SHORE, NEW TOILET & UTILITIES

ATTACHMENT H – DRAWINGS, 2019, LYNX WATERLINE AS-BUILTS

ATTACHMENT I – DRAWINGS, EXISTING BUILDING, CXT MONTROSE

ATTACHMENT J – DRAWINGS, EXISTING BUILDING, CXT DAKOTA

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1.0 GENERAL INFORMATION

1.1 WORK SUMMARY

Demolish and remove three (3) existing flush toilet buildings, associated septic systems, install three (3) new vault toilets at Lynx Lake Recreation Area. Site work includes new sidewalks, capping water utilities, and relocation electrical service.

1.2 PROJECT LOCATION

The Lynx Lake Recreation Area is in the suburbs of Prescott, Arizona in Yavapai County. From Bradshaw Ranger District (344 S. Cortez Street, Prescott, AZ 86303), take Aubrey Street north for 0.1 miles, then turn left onto S. Marina Street. Continue 0.4 miles, then turn right onto E.

Gurley Street. Drive 1.1 miles, then keep right to merge onto AZ-69. Turn right onto S. Walker Road and drive 2.2 miles. Turn left onto Lynx Lake Store Road, and arrive at Lynx Lake North Shore recreation site, at the first flush toilet building.

Building ID Building Type

Location Latitude Longitude

8680233B Flush Toilet Lynx Lake North Shore 34.522556° -112.387544° 8521333G Flush Toilet Lynx Lake Campground, Loop B 34.516466° -112.389912° 8521333H Flush Toilet Lynx Lake Campground, Loop E 34.517229° -112.388893°

Table 1 – Toilet Locations

1.3 PERFORMANCE PERIOD & WORK RESTRICTIONS

The work shall be completed between November 1st – February 28th. Lynx Campground is closed from November 1st through March 31st. Lynx North Shore is open year-round.

1.4 POINTS OF CONTACT

Contracting Officer’s Representative:

Richard Polanco, richard.polanco@usda.gov, 928-853-8285

1.5 TRAFFIC CONTROL

Work occurring in Lynx Campground for buildings #8680233B and 8521333G will not require any traffic control. This area is closed to the public beginning on November 1st. However, trail-goers may be present. Provide barricades, caution tape, and other prevention for construction operations. For removal of the North Shore building #8521333H, the Contractor shall provide barricades, caution tape, and all else required to prevent public trespassing during decommissioning activities. If exposed utilities, trenches, or holes are present during non-operational times, provide barricades to prevent public entry in the immediate area. The road mailto:richard.polanco@usda.gov

5 | P a g e may be temporarily closed for crane operations. Otherwise, allow one-lane access throughout the project duration at North Shore.

1.6 CONTRACTOR STAGING & STORAGE AREAS

Contractor staging areas may occur in the project areas, either on the pavement or areas immediately adjacent to the buildings. Restore natural grade if damage occurs. Spread berms, rake equipment tracks, and provide other restoration techniques for areas disturbed by construction activities.

1.7 UTILITIES & SANITATION SERVICES

There are no available utilities or sanitation services in the immediate project area. There is a vault toilet at the Lynx South Shore recreation site.

1.8 USE OF PREMISES

Driveways, Walkways, and Entrances: Keep driveways, walkways and entrances serving clear premises and available to emergency vehicles and pedestrians. Do not use these areas for parking or storage of materials, unless approved by the COR.

Smoking is not permitted within any government building, or within 25 feet of any entrance or window.

Provide adequate signage and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

Secure equipment and contract work against theft and vandalism. The Government is not responsible for the theft and/or vandalism of any materials or equipment left at the project site.

Delineate and mark work zones to warn visitors, government contractors and all government employees of equipment operations and other hazardous conditions. Provide and maintain barriers such as temporary barricades, barrier tape, curbs, etc. at all work zones. Remove all temporary facilities and restore the site to its prior condition as a part of the project closeout procedures. Any damage to existing improvements shall be repaired at the Contractor’s expense according to the direction of the COR.

1.9 GOVERNMENT FURNISHED ITEMS AND MATERIALS

The Government will provide access to work areas closed to the general public.

1.10 SUBMITTALS

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Upon Award and prior to the start of construction activities, the Contractor shall furnish submittals for the following items:

- Shop Drawings, Electric Meter Relocation, North Shore

- Engineered Vault Toilet Building Drawings, showing contract conformance to design specifications

- Vault Toilet Color chart, for Government selection and approval

- Vault Toilet Order form, showing all required textures, colors, accessories, etc. prior to ordering and manufacturing

- Detailed Schedule showing key milestones

- Daily Quality Control Reports

1.11 CONSTRUCTION SCHEDULE

Submit a detailed schedule that includes, but is not limited to:

- A detailed breakdown of all project tasks, phases, and sub-phases

- Key milestones, including Notice to Proceed, substantial completion, and owner-defined checkpoints.

1.12 BLUE STAKE

The Contactor is responsible for coordinating and contracting Arizona 811 prior to all excavation activities, http://www.arizona811.com/.

1.13 SUPERVISION, QUALITY CONTROL, AND SAFETY

The Contractor shall provide an OSHA 30-HR certified safety inspector, a site superintendent, quality control representative, and traffic control supervisor during construction activities.

Contractor may elect to have all (traffic) safety, superintendent, and quality control duties under the supervision of one individual, so long as the individual is qualified and certified to meet the requirements.

1.14 ARCHEOLOGICAL SITES AND DISCOVERY

If previously undocumented cultural resources are encountered during ground-disturbing activities, all work must immediately cease within one hundred (100) feet until a USFS archaeologist has documented the discovery and evaluated its eligibility for the National Register of Historic Places (NRHP) in consultation with the Arizona State Historic Preservation Office (SHPO). Work must not resume in the area without authorization from the USFS. Secure the area and relocate work to another area of the project.

If the unanticipated discovery involves human remains and/or associated objects on USFS lands, all work must immediately cease within one hundred (100) feet of the discovery and the USFS must be notified immediately of the discovery. The area of the find must be clearly http://www.arizona811.com/

7 | P a g e delineated, protected, and secured until USFS staff have been contacted and have had an opportunity to evaluate the nature and significance of the discovery. All discoveries on USFS lands will be treated in accordance with the Native American Graves Protection and Repatriation Act (PL 101-601; 25 United States Code 3001–3013), and work must not resume in this area without authorization from the USFS.

1.15 PROTECTION OF NATURAL RESOURCES

Confine all operations to work limits of the project. Prevent damage to natural surroundings.

Restore damaged areas, and repair or replace damaged trees and plants, at no additional expense to the Government. Provide temporary barriers to protect existing trees and plants and root zones. Do not remove, injure, or destroy trees or other plants without prior approval.

Consult with COR and remove agreed-on roots and branches that interfere with construction.

Do not fasten ropes, cables, or guys to existing trees.

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2.0 PROJECT SCOPE

2.1 SCOPE OF WORK

The Contractor shall furnish all supervision, materials, equipment and vehicles, tools, parts, labor, transportation, lodging, and miscellaneous items to remove and dispose of three (3) flush toilet buildings, two (2) septic systems, and other related site work, and install three (3) new vault toilets and associated site work, in accordance with the drawings, specifications, and other attachments referenced and contained herein.

No changes to the specifications, terms, or conditions of this statement of work shall be made without the prior approval of the Contracting Officer, in writing.

2.2 BASE BID ITEMS

2.2.1 Mobilization

Mobilization, one-time cost.

2.2.2 Remove Flush Toilets, Lynx Lake Campground

Remove and dispose of two (2) pre-cast concrete flush toilet buildings at Lynx Lake Campground Loop B and Loop E. Salvage value or repurposing of the existing building is permissible, and these costs shall be reflected in the final bid line item cost.

Building ID Building Type Location Make/Model 8521333G Flush Toilet Lynx Lake Campground, Loop B CXT Montrose 8521333H Flush Toilet Lynx Lake Campground, Loop E CXT Montrose

Table 2 – Toilet Information, Lynx Campground

Building drawings are available from the manufacturer website below. The current buildings do not include the porch or privacy screen walls as shown on the manufacturer’s website.

https://lbfoster.com/infrastructure/precast-concrete-buildings/restroom-buildings/montrose

CXT Model Wall Length (ft) Wall Width (ft) Height (ft) Montrose 26 16 12

Table 3 – Toilet Dimensions, Lynx Campground

Concrete approaches and sidewalk shall be protected and remain in place. The existing sidewalk is pinned three (3) to six (6) inches into the precast concrete toilet foundation. Sawcut existing sidewalk one foot away from the building, twenty-six (26) feet in length, prior to building demolition.

https://lbfoster.com/infrastructure/precast-concrete-buildings/restroom-buildings/montrose

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2.2.3 Remove Flush Toilet, Lynx Lake North Shore

Remove and dispose of one (1) pre-cast concrete flush toilet buildings at Lynx Lake North Shore.

Salvage value or repurposing of the existing building is permissible, and these costs shall be reflected in the final bid line item cost.

Building ID Building Type Location Make/Model 8680233B Flush Toilet Lynx Lake North Shore CXT Dakota

Table 4 – Toilet Information, Lynx Lake North Shore

Building drawings are available from the manufacturer website below. The current building does not include the porch or privacy screen walls as shown on the manufacturer’s website.

https://lbfoster.com/infrastructure/precast-concrete-buildings/restroom-buildings/dakota

CXT Model Wall Length (ft) Wall Width (ft) Height (ft) Dakota 26 11 12

Table 5 – Toilet Dimensions, Lynx Campground

The steel Classic Recreation Systems canopy porch shall remain in place and protected. The Contractor shall be responsible for any damage caused to the structure by construction activities.

2.2.4 Remove Utilities, Decommission Septic Tanks, Lynx Campground

Close, in accordance with Arizona Administrative Code (AAC) R18-9-A309D, two (2) septic tanks at the Lynx Campground toilet locations. Per the AAC statute:

Wastewater System NRM ID

Location Tank Capacity

Material Year Installed

85213WW1 Lynx Lake Campground, Loop B 1250 Pre-cast Concrete 1991 85213WW2 Lynx Lake Campground, Loop E 1250 Pre-cast Concrete 1995

Table 6 – Septic Tank Information, Lynx Campground

Septic tanks closure requirements follow Arizona Administrative Code (AAC) R18-9-A309D.

A person who permanently discontinues use of an on-site wastewater treatment facility or a cesspool, or is ordered by the Director to close an abandoned facility shall:

https://lbfoster.com/infrastructure/precast-concrete-buildings/restroom-buildings/dakota

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1. Remove all sewage from the facility and dispose of the sewage in a lawful manner;

2. Disconnect and remove electrical and mechanical components;

3. Remove or collapse the top of any tank or containment structure.

a. Punch a hole in the bottom of the tank or containment structure if the bottom is below the seasonal high groundwater table (USFS Note – Not Applicable);

b. Fill the tank or containment structure or any cavity resulting from its removal with earth, sand, gravel, concrete, or other approved material;

and

c. Regrade the surface to provide drainage away from the closed area;

4. Cut and plug both ends of the abandoned sewer drain pipe between the building and the on-site wastewater treatment facility not more than 5 feet outside the building foundation if practical, or cut and plug as close to each end as possible; and

5. Notify the Department within 30 days of closure.

The PNF shall perform (1) and (5) of the aforementioned procedures, removing all sewage from the tanks and providing the Arizona Department of Environmental Quality (ADEQ) notification.

The Contractor shall perform (2), (3), and (4) of the AAC requirements. Earthen material from the new vault toilet excavation may be used to fill the septic tank cavities.

Remove cleanouts and concrete collars located in the back of the toilet facilities.

Excavate the water line at the water valve serving the flush toilets to verify line size and material type. Cut and cap the existing water line, ensuring the valve to the toilet is in the off position prior to cutting.

2.2.5 Remove Utilities, Cap Sewer, Lynx Lake North Shore

At Lynx Lake North Shore, excavate the double cleanout behind the toilet to expose the sewer line. Cut and plug the sewer pipe on the drain-field side of the double cleanout, and remove the double cleanout and concrete collar. This septic system and tank serves the host site, and only requires removal of the flush toilet sewer infrastructure.

Excavate the water line at the water valve serving the flush toilet to the north to verify line size and material type. Cut and cap the existing water line, ensuring the valve to the toilet is in the off position prior to cutting.

2.2.6 Remove Concrete Sidewalk, Lynx Lake North Shore

Remove and dispose approximately one hundred seventeen (117) square feet (3-feet wide by 39-feet length) of concrete sidewalk on the south and west side of the existing flush toilet building. Do not remove or damage the footings for the steel shade structure.

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2.2.7 Relocate Electric Meter, Lynx Lake North Shore

Remove the conductors and all other electrical components feeding the flush toilet building.

Relocate the building-mounted meter to the utility building adjacent to the current flush-toilet building. Work shall include all required incidental work, including new conductors, grounding system, permits and inspections with the local permitting jurisdiction. All utility shut-offs shall be coordinated by the Contractor.

Submit shop drawings to include a single-line diagram and site plan for the electric meter relocation by a license electrician or contractor.

2.2.9 Sidewalk Repair

Provide and install three (3) new pre-cast concrete vault toilets for the Lynx Lake Recreation Area, within the existing footprints of the removed flush toilet buildings. Sites will be staked by the Government prior to delivery and installation.

The new toilets shall have the following minimum specifications:

- Double Vault, Men’s and Women’s

- Snow Load: 200lbs/sf

- Wind Load: 90 mph, Exposure C

- Seismic Load: Category E

- Included Building Features:

o Exterior Texture Split-Face Block, Sandstone in Color Delta Rib Roof & Gables, Federal Standard Brown o SS Vent Cap or Raptor Screen (x2) o Waste Receptacle o Solar Light Kit o Double ABS Plastic Vault Liner o Chain Door Strap or Other Door Closure Device o Coat Hook o Grab Bars (36-inch and 48-inch) o Toilet Riser w/ Heavy Duty Seat o Signage

Men’s Women’s Please Do Not Throw Trash

Suggested models are Boom Clovermist Double Precast Vault Toilet, manufactured by Boom Concrete, or Double Cascadian, manufactured by CXT. Points of contact for suggested toilet models are below.

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Vendor POC Information - Include

Unique Entity Identifier (UEI) if known.

Include Business Size, if known

Boom Concrete, Inc. Chandra Johnston cjohnston@boomcon.com 605-456-2600

GSA Contract #GS-07F- 0389V

CXT Inc. Henry Sedweeks hsudweeks@lbfoster.com 435-278-327

GSA Contract

#47QSWA23D009W

2.2.10 Sidewalk Repair

Repair and pour back sidewalk after delivery and installation of the new vault toilets. Additional mobilization costs may be required and shall be incorporated into the cost of this line item. The vault toilets are expected to be delivered in December 2026.

At the sawcut locations from the removal of the flush toilets, pin #3 rebar six (6) inches into the existing sidewalk, eighteen (18) inches on center. Pin #3 rebar six (6) inches eighteen (18) inches on center into the new flush toilet pre-cast concrete foundation after final toilet placement.

Pour back concrete, 4000 PSI, 4-inch thick over four (4) inches of compacted aggregate base course, for an area of approximately thirteen (13) square feet (13’ x 1’), for each new toilet. The new toilet is thirteen (13) feet wide, and only this width will be required to pour back. Regrade the area such that no ledges are visible from the remaining concrete that was sawcut because of the toilet demolition.

Tool joints 1-inch depth with ¼-inch radius edge. Match orientation and continuity of existing sidewalk joints.

2.4 SCOPE ATTACHMENTS

Attachment A – PROJECT VICINITY MAP Attachment B – BLDG #8521333G PICTURES, LOOP B Attachment C – BLDG #8521333H PICTURES, LOOP E Attachment D – BLDG #8680233B PICTURES, NORTH SHORE Attachment E – DRAWINGS, 2005, LOOP B & E TOILET INSTALLS Attachment F – DRAWINGS, 2008, NORTH SHORE, NEW SEPTIC SYSTEM Attachment G – DRAWINGS, 2009, NORTH SHORE, NEW TOILET & UTILITIES Attachment H – DRAWINGS, EXISTING BUILDING, CXT MONTROSE Attachment I – DRAWINGS, EXISTING BUILDING, CXT DAKOTA mailto:cjohnston@boomcon.com mailto:hsudweeks@lbfoster.com

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ATTACHMENT A – PROJECT VICINITY MAP

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ATTACHMENT B – BLDG #8521333G PICTURES, LOOP B

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ATTACHMENT C – BLDG #8521333H PICTURES, LOOP E

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ATTACHMENT D – BLDG #8680233B PICTURES, NORTH SHORE

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ATTACHMENT E – DRAWINGS, 2005, LOOP B & E TOILET INSTALLS

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ATTACHMENT F – DRAWINGS, 2008, NORTH SHORE, NEW SEPTIC SYSTEM

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U.S. DEPARTMENT OF AGRICULTURE

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FOREST SERVICE

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SOUTHWESTERN REGION

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PRESCOTT NATIONAL FOREST

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LYNX LAKE NORTHSHORE SEWER

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SITE PLAN

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AS SHOWN

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AS SHOWN

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4. ALL SEWER PIPE FITTINGS TO BE LONG BEND (SWEEP) STYLE. 5 PERFORM LEAK TEST ON SEWER LINES PRIOR TO BACKFILLING. 6. PERFORM LEAK TEST ON SEPTIC TANK PRIOR TO COMPLETELY BACKFILLING AS PER SUPPLIER INSTRUCTIONS. AT COMPLETION OF TEST, REMOVE WATER FROM TANK. 7. ANY EXCESS NATIVE MATERIAL GENERATED BY CONSTRUCTION IS TO BE SPREAD EVENLY OVER SEPTIC TANK AND LEACH LINES TO MAXIMUM DEPTH OF 12". ADJUST TOP OF MONITORING PORTS & THE FINISH GRADE ON CONCRETE COLLARS TO MATCH FINISH GRADE PRODUCED BY SPREADING EXCESS MATERIAL. 8. ALL AREAS DISTURBED BY EXCAVATION, BACKFILL OR SPREADING OF EXCESS NATIVE MATERIAL ARE TO BE GRADED UNIFORMLY TO ELIMINATE BERMS & DEPRESSIONS. REMOVE DEBRIS AND ROCKS LARGER THAN 12" FROM GRADED SURFACE & DISPOSE.

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ATTACHMENT G – DRAWINGS, 2009, NORTH SHORE, NEW TOILET & UTILITIES

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ATTACHMENT H – DRAWINGS, 2019, LYNX WATERLINE AS-BUILTS

FOREST SERVICE

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LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

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AutoCAD SHX Text 221100-1A-2"-2", APPROX. 2030' (EA) OF 2" & 2" WATERLINE SHALL BE REPLACED WITH HDPE IN SHARED TRENCH

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AutoCAD SHX Text 221100-1A-2"-3", APPROX. 170' (EA) 2" (SUPPLY) & 3" (DISTRIBUTION) SHALL BE REPLACED WITH HDPE WATERLINE IN SHARED TRENCH

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221100-1A-2", APPROX. 1775' 2" HDPE WATER LINE REPLACEMENT

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221100-1A-1.5", APPROX. 610' 1.5" HDPE WATER LINE REPLACEMENT

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221100-1A-1", APPROX. 1205' HDPE WATER LINE REPLACEMENT

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AutoCAD SHX Text 221100-2A, NEW WATERLINE CONNECTION TO EXISTING LINE, MANUFACTURED HDPE FUSION TO GSP NPT TRANSTION

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221100-3A-1", 1" CURB VALVE AND BOX INSTALLATION

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221100-3A-1.5", 1.5" CURB VALVES AND BOX INSTALLATION

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221100-3A-2", 2" CURB VALVES AND BOX INSTALLATION

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221100-4A, DAYLIGHT DRAIN REPLACEMENT

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221103-2A, 1" AIR COMBINATION VALVE ASSEMBLY, & BOX INSTALLATION

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221103-3A-.5", .5" PRESSURE REDUCING VALVE ASSEMBLY, & BOX INSTALLATION

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221103-3A-1", 1" PRESSURE REDUCING VALVE ASSEMBLY, & BOX INSTALLATION

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221103-3A-1.5", 1.5" PRESSURE REDUCING VALVE ASSEMBLY, & BOX INSTALLATION

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AutoCAD SHX Text 017320-1A, WELL HOUSE DEMOLITION & REMOVAL, PITLESS ADAPTOR INSTALLATION, & WELLCAP REPLACEMENT

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AR1

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3" DISTRIBUTION LINE TRANSITION TO 2"

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DISTRIBUTION FROM TANK

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SUPPLY FROM WELL

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SUPPLY FROM WELL

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DISTRIBUTION FROM TANK

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TO PHASE C

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TO PHASE G

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TO PHASE B

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TO PHASE C

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WATERLINE SEPTIC CROSSING ANTICIPATED.

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SOUTH WESTERN REGION

PHASE B- STORAGE WORK PLAN

AS-BUILTS

LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

8 20

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PHASE B STORAGE

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FENCE

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50,000 GAL WATER STORAGE TANK

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3" DISTRIBUTION

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2" SUPPLY

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3" DISTRIBUTIONTO HILLTOP CG

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3" FROMTANK

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2" TOTANK

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2" FROM SUPPLY

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3" TO LYNX CG

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STORAGE TANK ACCESS ROAD

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PHASE B SCHEDULE OF ITEMS

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BID ITEM DESCRIPTION

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AutoCAD SHX Text 221100-1B-2"-3", APPROX. 1210' (EA) 2" & 3" HDPE WATER LINE REPLACEMENT IN SHARED TRENCH

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221100-1B-1", APPROX. 30' 1" HDPE WATER LINE REPLACEMENT

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AutoCAD SHX Text 221100-2B, NEW WATERLINE CONNECTION TO EXISTING LINE, MANUFACTURED HDPE FUSION TO GSP NPT TRANSITION

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221100-3B-1", 1" CURB VALVE AND BOX INSTALLATION

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221100-3B-2", 2" CURB VALVE AND BOX INSTALLATION

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221100-3B-3", 3" CURB VALVE AND BOX INSTALLATION

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221100-4B, DAYLIGHT DRAIN REPLACEMENT

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221103-1B-1.5", 1.5" WATER METER ASSEMBLY, AND BOX INSTALLATION

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NTS

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WALKER ROAD

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TO PHASE A

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TO PHASE G

SOUTH WESTERN REGION

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LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

9 20

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VISTA POINT

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MARINA STORE AND RESIDENCE

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PHASE C NORTH SHORE

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DF1

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AutoCAD SHX Text REMOVE EXISTING STAND PIPE CAPPED 6" ABOVE GROUND SURFACE TO 12" BELOW GROUND SURFACE. REMOVE WOOD POST. CONCRETE MAY REMAIN. ABANDON LATERAL.

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CONTROL/ WELL HOUSE

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FT3

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PHASE C SCHEDULE OF ITEMS

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NOTE

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BID ITEM DESCRIPTION

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221100-1C-2", APPROX. 1145' 2" HDPE WATER LINE REPLACEMENT

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221100-1C-1.5", APPROX. 83' 1.5" HDPE WATER LINE REPLACEMENT.

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221100-1C-1", APPROX. 273' 1" HDPE WATER LINE REPLACEMENT

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AutoCAD SHX Text 221100-2C, NEW WATERLINE CONNECTION TO EXISTING LINE, MANUFACTURED HDPE FUSION TO GSP NPT TRANSITION

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221100-3C-1", 1" CURB VALVE AND BOX INSTALLATION

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221100-3C-1.5", 1.5" CURB VALVE AND BOX INSTALLATION

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221100-3C-2", 2" CURB VALVE AND BOX INSTALLATION

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221100-4C, DAYLIGHT DRAIN REPLACEMENT

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AutoCAD SHX Text 221103-1C- ", " WATER METER ASSEMBLY 58", " WATER METER ASSEMBLY 58" WATER METER ASSEMBLY AND BOX INSTALLATION

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221103-2C, AIR COMBINATION VALVE ASSEMBLY AND BOX INSTALLATION

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NTS

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TO PHASE A

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LINE SHALL FOLLOW EAST EDGE OF ASPHALT TRAIL

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HB2

SOUTH WESTERN REGION

PHASE D- EAGLE RIDGE WORK PLAN

AS-BUILTS

LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

10 20

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PHASE D EAGLE RIDGE CAMPGROUND

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OSPREY

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PEREGRINE

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WALKER ROAD

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HB6

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HB5

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JOINT WATER/ELECTRIC TRENCH TO EAGLE RIDGE

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PHASE D WORK EXTENT

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PHASE D SCHEDULE OF ITEMS

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NOTE

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BID ITEM DESCRIPTION

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221100-1D-2", APPROX. 1234' 2" HDPE WATER LINE REPLACEMENT

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221100-1D-1", APPROX. 233' 1" HDPE WATER LINE REPLACEMENT

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AutoCAD SHX Text 221100-2D, NEW WATERLINE CONNECTION TO EXISTING LINE, MANUFACTURED HDPE FUSION TO GSP NPT TRANSITION

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221100-3D-1", 1" CURB VALVE AND BOX INSTALLATION

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221100-3D-2", 2" CURB VALVE AND BOX INSTALLATION

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221100-4D, DAYLIGHT DRAIN REPLACEMENT

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AutoCAD SHX Text 221103-1D- ", " WATER METER ASSEMBLY 58", " WATER METER ASSEMBLY 58" WATER METER ASSEMBLY AND BOX INSTALLATION

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221103-3D-.5", .5" PRESSURE REDUCING VALVE ASSEMBLY AND BOX INSTALLATION

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221105-1D, HOSE BIBB AND BACKFLOW PREVENTION ASSEMBLY REPLACEMENT

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NTS

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TO PHASE G

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PHASE E- SOUTH SHORE WORK PLAN

AS-BUILTS

LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

11 20

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PHASE E SOUTH SHORE DAY USE AREA

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DF3

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PHASE E WORK EXTENT

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LYNX LAKE

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TO WALKER ROAD

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PHASE E SCHEDULE OF ITEMS

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NOTE

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BID ITEM DESCRIPTION

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221100-1E-2", APPROX. 1173' 2" HDPE WATER LINE REPLACEMENT

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221100-1E-1", APPROX. 85' 1" HDPE WATER LINE REPLACEMENT

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AutoCAD SHX Text 221100-2E, NEW WATERLINE CONNECTION TO EXISTING LINE, MANUFACTURED HDPE FUSION TO GSP NPT TRANSITION

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221100-3E-1", 1" CURB VALVE AND BOX INSTALLATION

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221100-3E-2", 2" CURB VALVE AND BOX INSTALLATION

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221100-4E, DAYLIGHT DRAIN REPLACEMENT

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221105-1E, NEW HYDRANT ASSEMBLY INSTALLATION

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NTS

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TO PHASE D

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SOUTH WESTERN REGION

PHASE F- HILLTOP WORK PLAN

AS-BUILTS

LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

12 20

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PHASE F HILLTOP CAMPGROUND

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LOOP A

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LOOP B

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LOOP C

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HB4

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BID ITEM DESCRIPTION

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221100-1F-2", APPROX. 3625' 2" HDPE WATER LINE INSTALLATION

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221100-1F-1", APPROX. 520' 1" HDPE WATER LINE REPLACEMENT

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AutoCAD SHX Text 221100-2F, NEW WATERLINE CONNECTION TO EXISTING LINE, MANUFACTORED HDPE FUSION TO GSP NPT TRANSITION

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221100-3F-1", 1" CURB VALVE AND BOX INSTALLATION

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221100-3F-2", 2" CURB VALVE AND BOX INSTALLATION

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221100-4F, DAYLIGHT DRAIN REPLACEMENT

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AutoCAD SHX Text 221103-1F- ", " WATER 58", " WATER , " WATER 58" WATER METER ASSEMBLY AND BOX INSTALLATION

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221103-3F-.5", .5" PRESSURE REDUCING VALVE AND BOX INSTALLATION

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221105-1F, NEW HYDRANT ASSEMBLY INSTALLATION

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NTS

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TO PHASE G

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ELECTRICAL LINE ALONG THIS SHOULDER OF ROAD BETWEEN LOOP A SPUR AND LOOP C SPUR.

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SOUTH WESTERN REGION

PHASE G- WALKER ROAD WORK PLAN

AS-BUILTS

LYNX LAKE RECREATION AREA WATER SYSTEM UPGRADES

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

13 20

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DISTRIBUTION LINE SHALL BE MIN. 30' FROM CENTERLINE OF WALKER ROAD.

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PHASE G WALKER ROAD DISTIBUTION

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WALKER ROAD

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221100-1G-3", APPROX. 5070' 3" HDPE WATER LINE INSTALLATION

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221100-1G-1", APPROX. 60' 1" HDPE WATER LINE INSTALLATION

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221100-3G-1", 1" CURB VALVE AND BOX INSTALLATION

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221100-3G-2", 3" CURB VALVE AND BOX INSTALLATION

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221100-4G, DAYLIGHT DRAIN INSTALLATION

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221103-2G, AIR COMBINATION VALVE AND BOX INSTALLATION

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TO PHASE F

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TO PHASE D

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AR3

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AR4

150' of 2" HDPE Pipe

42 | P a g e

ATTACHMENT I – DRAWINGS, EXISTING BUILDING, CXT MONTROSE

47 | P a g e

ATTACHMENT J – DRAWINGS, EXISTING BUILDING, CXT DAKOTA

1.0 GENERAL INFORMATION

1.1 WORK SUMMARY

1.2 PROJECT LOCATION

1.3 PERFORMANCE PERIOD & WORK RESTRICTIONS

1.4 POINTS OF CONTACT

1.5 TRAFFIC CONTROL

1.6 CONTRACTOR STAGING & STORAGE AREAS

1.7 UTILITIES & SANITATION SERVICES

1.8 USE OF PREMISES

1.9 GOVERNMENT FURNISHED ITEMS AND MATERIALS

1.10 SUBMITTALS

1.11 CONSTRUCTION SCHEDULE

1.12 BLUE STAKE

1.13 SUPERVISION, QUALITY CONTROL, AND SAFETY

1.14 ARCHEOLOGICAL SITES AND DISCOVERY

1.15 PROTECTION OF NATURAL RESOURCES

2.0 PROJECT SCOPE

2.1 SCOPE OF WORK

2.2 BASE BID ITEMS

2.2.1 Mobilization

2.2.2 Remove Flush Toilets, Lynx Lake Campground

2.2.3 Remove Flush Toilet, Lynx Lake North Shore

2.2.4 Remove Utilities, Decommission Septic Tanks, Lynx Campground

2.2.5 Remove Utilities, Cap Sewer, Lynx Lake North Shore

2.2.6 Remove Concrete Sidewalk, Lynx Lake North Shore

2.2.7 Relocate Electric Meter, Lynx Lake North Shore

2.2.9 Sidewalk Repair

2.2.10 Sidewalk Repair

2.4 SCOPE ATTACHMENTS

ATTACHMENT A – PROJECT VICINITY MAP

ATTACHMENT B – BLDG #8521333G PICTURES, LOOP B

ATTACHMENT C – BLDG #8521333H PICTURES, LOOP E

ATTACHMENT D – BLDG #8680233B PICTURES, NORTH SHORE

ATTACHMENT E – DRAWINGS, 2005, LOOP B & E TOILET INSTALLS

ATTACHMENT F – DRAWINGS, 2008, NORTH SHORE, NEW SEPTIC SYSTEM

ATTACHMENT G – DRAWINGS, 2009, NORTH SHORE, NEW TOILET & UTILITIES

ATTACHMENT H – DRAWINGS, 2019, LYNX WATERLINE AS-BUILTS

ATTACHMENT I – DRAWINGS, EXISTING BUILDING, CXT MONTROSE

ATTACHMENT J – DRAWINGS, EXISTING BUILDING, CXT DAKOTA

AttachmentF_2008_NorthShore_NewSeptic.pdf

Sheets and Views

PLAN

AttachmentI_Drawings_MontroseCXT.pdf

Sheets and Views

M-03-Model

PLOT

M-04-Model

PLOT

M-05-Model

PLOT

M-06-Model

PLOT

AttachmentJ_Drawings_DakotaCXT.pdf

Sheets and Views

DK-03-Model

DK-04-Model

DK-05-Model

File details come from the government source that posted it. Updated Jun 3, 2026.