3. Drawings.pdf
PDF 6 MB Posted
- Attached to
- Lovell Well Construction Project Federal contract opportunity
- Solicitation number
- 1240LT25R0022
- Issued by
- Department of Agriculture Forest Service
About this file
The file is a set of technical drawings for the Lovell Well Construction Project for the Humboldt-Toiyabe National Forest in Clark County, Nevada. The project involves constructing a new water well source for the Spring Mountains National Recreation Area, located near Highway 160 at coordinates 36° 01' 14.79"N, 115° 33'39.03" W, with an elevation of 4,700 feet.
The project scope includes mobilization, well drilling, installing an 8-inch steel well casing, concrete grout seal, well screen, accessories, well development, performance testing, and water analysis. The contract includes an optional bid item for well abandonment. The Forest Service will construct a temporary access route from Lovell Canyon Road to the well location prior to construction. No materials will be supplied by the government, and permits are considered incidental to the well construction. The well is expected to be drilled in dolomite/limestone deposits, with specific technical requirements detailed in the well installation notes.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 0.1 1240LT25R0022 Amendment 0001.pdf | ||
| Questions - Answers 003 - 7-30-2025.pdf | ||
| Questions - Answers 002 - 7-28-2025.pdf | ||
| Questions - Answers 001 - 7-21-2025.pdf | ||
| Lovell Canyon Well Pre-bid Sign in Sheet.pdf | ||
| 0. 1240LT25R0022 - Solicitation.pdf | ||
| 4. Experience Questionnaire.doc | DOC document | |
| 5. WD # NV20250038 Building - Clark Co..pdf | ||
| 2. Specifications.pdf | ||
| 1. Lovell Well SOI.xlsx | XLSX spreadsheet |
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Text version
FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
1 5
FROM LAS VEGAS, TRAVEL WEST ON HIGHWAY 160, APPROXIMATELY 13 MILES FROM THE
INTERSECTION OF HIGHWAY 160 AND HIGHWAY 159. PROJECT LOCATION IS ON LOVELL CANYON
ROAD ON THE NORTH SIDE OF HIGHWAY 160
COORDINATES: 36° 01' 14.79"N, 115° 33'39.03" W
ELEVATION: 4700 FEET
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER DATE
DIRECTOR OR DEP. DIR. OF ENGINEERING DATE
FOREST SUPERVISOR DATE
2/2 4/2
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NEVADA
CLARK COUNTY
R-4 INTERMOUNTAIN REGION
HUMBOLDT-TOIYABE NATIONAL FOREST
SPRING MOUNTAINS NATIONAL RECREATION AREA
LOVELL WELL CONSTRUCTION
PAHRUMP, NV
INDEX OF SHEETS
SHEET DWG SHEET TITLE
1 G-1 COVER SHEET
2 G-2 SCHEDULE OF ITEMS AND PROJECT DESCRIPTION
3 G-3 SITE MAP
4 G-4 WELL LOCATION MAP
5 D-1 WELL CONSTRUCTION AND TESTING
DISTRICT RANGER DATE
LAS VEGAS, NV
SCHEDULE OF ITEMS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
LOVELL WELL
CONSTRUCTION
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS NATIONAL
RECREATION AREA
SCHEDULE OF ITEMS
AND PROJECT
DESCRIPTION
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PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW WATER
WELL SOURCE FOR THE SPRING MOUNTAINS NATIONAL RECREATION
AREA.
SCHEDULE 1:
- THE WORK INCLUDES MOBILIZATION, WELL DRILLING, WELL CASING,
CONCRETE GROUT, WELL SCREEN, WELL ACCESSORIES,
DEVELOPING WELL, WELL PERFORMANCE TESTING AND WATER
ANALYSIS.
AN OPTIONAL BID ITEM FOR WELL ABANDONMENT IS DESIRED AS AN
INCIDENTAL OPTION IF REQUIRED.
NO MATERIALS ARE SUPPLIED BY THE GOVERNMENT.
PERMITS ARE CONSIDERED INCIDENTAL TO WELL CONSTRUCTION AND
WILL NOT BE PAID FOR SEPARATELY.
A TEMPORARY ACCESS ROUTE FROM LOVELL CANYON RD TO THE WELL
LOCATION WILL BE CONSTRUCTED BY FOREST SERVICE BEFORE WELL
CONSTRUCTION.
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
LOVELL WELL
CONSTRUCTION
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS NATIONAL
RECREATION AREA
SITE MAP
2/21/2025
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WELL LOCATION
MESQUITE BASIN
TEMP. ACCESS ROUTE
MESQUITE BASIN
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N © 2023 Google
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 4/2
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INTERMOUNTAIN REGION
LOVELL WELL
CONSTRUCTION
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS NATIONAL
RECREATION AREA
WELL LOCATION MAP
2/21/2025
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WELL LOCATION
MESQUITE BASIN
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/2 4/2
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INTERMOUNTAIN REGION
LOVELL WELL
CONSTRUCTION
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS NATIONAL
RECREATION AREA
WELL CONSTRUCTION
AND TESTING
2/21/2025
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D-1 5 5
AutoCAD SHX Text WELL INSTALLATION NOTES: 1. DRILL WELL TO THE DEPTH REQUIRED TO PRODUCE 100 GPM OF WATER DRILL WELL TO THE DEPTH REQUIRED TO PRODUCE 100 GPM OF WATER WITHOUT SIGNIFICANT DRAWDOWN. ACTUAL DEPTH OF WELL MAY VARY BETWEEN 400 FEET AND 500 FEET. IF THE REQUIRED WATER PRODUCTION CANNOT BE PRODUCED, A LOWER PRODUCTION RATE MAY BE APPROVED BY THE CONTRACTING OFFICER. 2. THE WATER BEARING FORMATION IS EXPECTED TO BE DOLOMITE/LIMESTONE THE WATER BEARING FORMATION IS EXPECTED TO BE DOLOMITE/LIMESTONE DEPOSITS. VOIDS MAY BE ENCOUNTERED IN THE FORMATION. 3. IF IT IS POSSIBLE TO DRILL OPEN HOLE: END THE 8" STEEL CASING 10' IF IT IS POSSIBLE TO DRILL OPEN HOLE: END THE 8" STEEL CASING 10' BELOW THE GROUT SEAL (OR 10' BELOW THE DEPTH THAT THE FORMATION CAN SUPPORT ITSELF) 4. THE LOCATION OF THE WELL AND ORIENTATION OF THE PITLESS UNIT AND THE LOCATION OF THE WELL AND ORIENTATION OF THE PITLESS UNIT AND HDPE PIPE WILL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER BEFORE DRILLING. 5. THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE EXISTING GROUND SO THAT WHEN THE AREA AROUND THE CASING IS GRADED, THE CASING WILL EXTEND TO THE DISTANCE INDICATED ABOVE FINAL GROUND. 6. SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT CONTAMINATION SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT CONTAMINATION OF THE WELL. 7. GRADE AREA AROUND WELL CASING TO DRAIN AWAY FROM CASING. GRADE AREA AROUND WELL CASING TO DRAIN AWAY FROM CASING. 8. INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN CAUSED BY SETTLING SOILS. THE SWING JOINT SHALL CONSIST OF TWO 90-DEG. GALVANIZED STEEL ELBOWS. THE ORIENTATION OF THE SWING JOINT SHALL BE SUCH THAT ANY SETTLING THAT OCCURS WILL TIGHTEN THE THREADS.
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2" HDPE
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EXISTING GROUND
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SLOPE 2%
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WELL INSTALLATION DETAIL NO SCALE
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2% SLOPE
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NEAT CEMENT GROUT SEAL
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12" OVERSIZE BOREHOLE FOR GROUT SEAL. WITHDRAW OVERSIZED CASING IF USED.
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8" STEEL CASING
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FIELD WELD PITLESS UNIT TO WELL CASING
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INSTALL PITLESS UNIT
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INSTALL LOCKABLE, SANITARY WELL CAP
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CAP PIPE & MARK AT SURFACE
AutoCAD SHX Text INSTALL SWING JOINT, HDPE/GSP TRANSITION, AND 1-1/2 x 2" REDUCER (SEE NOTE 9)
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WATER BEARING STRATA
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6" STAINLESS STEEL WELL SCREEN
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END OF 8" STEEL CASING
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6" PVC RISER CASING SCH. 80
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PACKER
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| Sheets and Views |
| _G1-G2.LovellWell-_G1 COVER SHEET |
| _G1-G2.LovellWell-_G2 SOI & PROJ DESCRIPTION |
| _G1-G2.LovellWell-SITE |
| _G1-G2.LovellWell-LOCATION |
| D1.MtnSpringsWellDetails-FS TB |
| 2025-02-24T15:36:41-0800 | |
| KATHRYN GULLEY |
| 2025-02-24T15:48:10-0800 | |
| KEVIN WILMOT |
| 2025-02-25T08:45:42-0800 | |
| JON STANSFIELD |
File details come from the government source that posted it. Updated .