B09_Amd8_-_Drawing_01-C1_47_Dec2025_0008.pdf
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- Solicitation number
- 140P2025R0082
About this file
This is a technical engineering drawing for a water infrastructure project at Death Valley National Park. The document depicts a plan and profile view for the Furnace Creek Water system, specifically the South Alignment section. The drawing illustrates an 8-inch HDPE DR 17 water main installation with associated infrastructure components including gate valves located at stations FW 260+44.18 and FW 260+51.85, with top-of-pipe elevations of 155.13 and 155.58 respectively. The project includes integration with existing water systems, a reverse osmosis treatment plant, a 2.0 million gallon water tank to be protected in place, and a pipe vault/storage room facility. The design specifies a minimum cover of 2.50 feet (with 2.86 feet shown), tie-in points to existing water lines located 5 feet from the pipe vault wall, and coordination with existing underground utilities including electric and telephone lines. The drawing also indicates fencing and erosion control measures, a proposed propane tank and generator location, and a 50-foot disturbance limit boundary.
The document is drawn to scale with both horizontal and vertical profiles shown, includes a key map referencing related architectural and engineering sheets (C1.22, C1.46, C1.48, C8.12, and DC3.12), and was prepared for Death Valley National Park by L. Graef (designer and technical reviewer M. Whelehon), dated January 17, 2025. The drawing is identified as Sheet C1.47 (72 of 513) within PMIS/Package 178069 (Drawing 318717) and is part of a comprehensive water infrastructure design package.
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Text version
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SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
SOUTH ALIGNMENT
178069
72 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.47
20 0 20 40
SCALE OF FEET
10 0 10 20
HORIZ.
VERT.
PLAN
PROFILE
KEY MAP
NTS
SEE SHEET C1.22
EXISTING 2.0 MG WATER TANK
PROTECT IN PLACE
SEE SHEET C1.48
RO TREATMENT PLANT
SEE ARCHITECTURAL SHEETS
FENCING AND EROSION
CONTROL SEE SHEET C8.12
PIPE VAULT/STORAGE ROOM
SEE ARCHITECTURAL SHEETS
2.86' COVER
(MIN COVER = 2.50')
TIE INTO EXISTING LINE 5 FT
FROM PIPE VAULT WALL
DISTURBANCE
LIMIT 50'
EXISTING
WATER MAIN
EXISTING
WATER MAIN
SE
E
SH
EE
T C
1.
D C3.12
EDGE OF GRAVEL
EXISTING UNDERGROUND
ELECTRIC CROSSING
EXISTING UNDERGROUND
TELEPHONE LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
END STATIONING
TIE INTO EXISTING LINE 5 FT
FROM PIPE VAULT
PROPOSED PROPANE
TANK AND GENERATOR.
(SEE ARCHITECTURAL
SHEETS)
A C3.12
EXISTING WATER PIPE FROM
PIPE VAULT
A C3.12
| Sheets and Views |
| P&P - (25) |
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