B09_Amd8_-_Drawing_01-C1_42_Jan2026_0008.pdf
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- Solicitation number
- 140P2025R0082
About this file
This is an engineering drawing sheet for a water infrastructure project at Death Valley National Park. The document, dated January 17, 2025, presents plan and profile views for the Furnace Creek Water system's South Alignment, specifically sheet C1.42 of a larger project set (Sheet 67 of 513 total sheets, PMIS/PKG No. 178069). The drawing was designed and technically reviewed by L. Graef and M. Whelehon.
The project involves installation of an 8-inch HDPE DR 17 water main spanning approximately 500 linear feet between stations FW 237+00 and FW 240+00. Construction methods include 420.39 feet of horizontal directional drilling (HDD) and 79.61 feet of open trench excavation. Key components shown include two 8-inch gate valves (at stations FW 237+98.70 and FW 238+06.60), an 8-inch tee connection (FW 238+02.54), a 1-inch water service connection, pipe anchoring at FW 239+40.58, and a 40-foot by 20-foot by 6-foot HDD bore pit location. The minimum pipe cover requirement is 2.50 feet, with an actual cover of 3.85 feet in the open trench section. An existing water main and vault with meters, valves, and piping are to remain in place, with connection via ROMAC Alpha Coupling or equivalent. The contractor is responsible for verifying the size, depth, and material of existing infrastructure.
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Text version
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8'' GATE VALVE
STA:FW 238+06.60
3027 28 29 31 32 33
42 43 44
EXISTING SEWER
MAIN CROSSING
STA: FW 235+51.75
START PIPE ANCHORING
STA:FW 239+40.58
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
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FW 235+00 FW 236+00 FW 237+00
FW 238+00
FW 239+00
FW 240+00
BEGIN CURVE:
N 2054383.04 E 7193701.50
8" GATE VALVE
STA:FW 237+98.70
8'' TEE
STA: FW 238+02.54
FW 235+00
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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
SOUTH ALIGNMENT
178069
67 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.42
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
TIE IN WATER SERVICE 5' OUTSIDE
EXISTING VAULT WITH ROMAC ALPHA
COUPLING OR SALIENT EQUAL.
CONTRACTOR TO VERIFY SIZE, DEPTH,
AND MATERIAL OF EXISTING PIPE.
EDGE OF PAVEMENT
EDGE OF GRAVEL
3.85' COVER
(MIN COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SENSITIVE AREA
SE
E
SH
EE
T C
1.
SE
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SH
EE
T C
1.
D C3.12
THE INN AT DEATH
VALLEY PARKING LOT
APPROXIMATE EXISTING
GROUND SURFACE
STA: 239+20.39
END HDD
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
A C3.12
DISTURBANCE LIMIT
ADJUSTED TO AVOID
SENSITIVE AREA
A C3.12
C C3.12
LOCATION FOR 40'X20'X6'
HDD BORE PIT
EXISTING VAULT METERS,
VALVES, AND PIPING TO
REMAIN IN PLACE
AutoCAD SHX Text 1/8/26 10:30 LAUREL.OTTEY F:\7194.05 DEVA WATER AND WASTEWATER SYSTEM REHAB\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\4_DEVA FC W_SOUTH
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8'' TEE
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