B09_Amd8_-_Drawing_01-C1_22_Jan2026_0008.pdf
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- Solicitation number
- 140P2025R0082
About this file
This is a technical plan and profile drawing for a water main installation project at Death Valley National Park, specifically the Furnace Creek Water system's North Alignment section. The drawing is sheet C1.22 of a larger 513-sheet project package (PMIS/PKG 178069) designed by L. Graef with technical review by M. Whelehon, dated January 17, 2025.
The project involves installation of 8-inch HDPE DR 17 water main pipe along a northern alignment, spanning from station FW 115+00 to FW 119+56.68. Key infrastructure elements shown include an existing 2.0 MG water tank to be protected in place, a pipe vault/storage room requiring architectural coordination, and multiple utility crossings requiring careful coordination: an existing underground telephone line crossing at station FW 118+75.38 (top of pipe elevation 150.39 feet), an existing water main crossing at FW 119+21.84, an existing sewer main crossing at FW 118+98.46, and appurtenances including a 22.55-inch and 45-degree bend at FW 119+39.64, an 8-inch by 8-inch tee at FW 119+56.68, and an 8-inch gate valve at FW 119+53.27. The proposed water main maintains a minimum cover of 2.50 feet with a maximum cover of 3.74 feet and crosses a dirt access road. The profile view indicates approximate existing ground surface conditions with elevations ranging from approximately 120 to 160 feet, and the plan includes fencing and erosion control measures referenced on sheet C8.12.
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Text version
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L=29.61' R=200.00 D=8°29'02"
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DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
NORTH ALIGNMENT
178069
47 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.22
20 0 20 40
SCALE OF FEET
10 0 10 20
HORIZ.
VERT.
PLAN
PROFILE
KEY MAP
NTS
SEE SHEET C1.47
EXISTING 2.0 MG WATER TANK
PROTECT IN PLACE
END STATIONING
PIPE VAULT/STORAGE ROOM
SEE ARCHITECTURAL
SHEETS
FENCING AND EROSION
CONTROL SEE SHEET C8.12
EXISTING WATER MAIN
EXISTING WATER MAIN
DISTURBANCE
LIMIT 50'
3.74' COVER
(MIN COVER = 2.50')
EDGE OF
PAVEMENT
D C3.12
S E
E S
H E
E T
C .2
DIRT ACCESS ROAD
EXISTING
UNDERGROUND
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
A C3.12
AutoCAD SHX Text 1/7/26 15:05 LAUREL.OTTEY F:\7194.05 DEVA WATER AND WASTEWATER SYSTEM REHAB\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\4_DEVA FC W_NORTH
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