B09_Amd8_-_Drawing_01-C1_31_Jan2026_0008.pdf
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- Solicitation number
- 140P2025R0082
About this file
This is a technical plan and profile drawing sheet for the Furnace Creek Water infrastructure project at Death Valley National Park, specifically depicting the South Alignment segment. The drawing is dated January 17, 2025, and was designed by L. Graef with technical review by M. Whelehon (Drawing No. C1.31, Sheet 56 of 513, PMIS/PKG No. 318717).
The project involves installation of 8-inch HDPE DR 11 water main piping along Death Valley Scenic Byway (SR-190) in California, with approximately 360 linear feet of open trench excavation required. Key infrastructure elements include the placement of 8-inch gate valves at stations FW 182+66.92 (top of pipe elevation -157.19) and FW 182+75.08 (top of pipe elevation -157.01), an 8-inch by 6-inch HDPE tee at station FW 182+70.85 (top of pipe elevation -157.10), and a 4-inch pressure reducing valve with RPZ backflow preventer. The plan identifies existing utility crossings including a water main at station FW 182+95.53 and overhead power at station FW 183+55.42. The contractor must verify the size, depth, and material of the existing water main and tie into it at the designated tee location. Additional requirements include a minimum 2.83-foot cover over the water main (minimum required is 2.50 feet) and a 3-foot minimum separation between the water main and existing fiber optic line. The project also involves capping and abandoning an existing water main section and installing a water meter with associated components.
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Text version
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APPROXIMATE START LOCATION FOR HDD
STA:FW 180+30.00
APPROXIMATE END LOCATION FOR HDD
STA:FW 181+40.00
8'' GATE VALVE
STA:FW 182+75.08
8'' X 6" HDPE TEE
STA:FW 182+70.85
8'' GATE VALVE
STA:FW 182+66.92
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EXISTING WATER
MAIN CROSSING
STA: FW 182+95.53
EXISTING OVERHEAD
POWER CROSSING
STA: FW 183+55.42
W 8''
W 8'' W 8''
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FW 181+00 FW 182+00 FW 183+00
FW 184+00
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L=3120.06' R=2846.26 D=62°48'26"
EXISTING IRRIGATION
LINE CROSSING
STA: FW 180+42.27
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OPEN TRENCH
EXCAVATION
30.05'
HORIZONTAL DIRECTIONAL DRILLING 109.84' 360.00'OPEN TRENCH EXCAVATION 360.00'
FO(D)
FO(D)
FW
501+00
FW
502+00
TIE INTO EXISTING VALVE
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
56 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.31
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
APPROXIMATE EXISTING
GROUND SURFACE
INSTALL WATER PIPE
USING HDD BENEATH
WETLAND
EDGE OF
PAVEMENT
2.83' COVER
(MIN COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
EXISTING OVERHEAD
POWER
SENSITIVE AREA
(WETLAND)
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
63 LF OF 6 HDPE WATER MAIN
DEATH VALLEY SCENIC
BYWAY, CA SR-190 DEATH VALLEY SCENIC
BYWAY, CA SR-190
EXISTING FIBER
OPTIC LINE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
A C3.12
A C3.12
4" PRESSURE
REDUCING VALVE
RPZ BACKFLOW
PREVENTER
3' MIN. SEPARATION BETWEEN
WATER AND FIBER OPTIC
A C3.19
B C3.20
6" 45° BEND
8" X 6" TEE
CONTRACTOR TO TIE INTO
EXISTING WATER MAIN AT TEE.
CONTRACTOR TO VERIFY SIZE,
DEPTH, AND MATERIAL OF
EXISTING WATER MAIN
WATER METER
B
C3.18
CAP AND ABANDON
EXISTING WATER MAIN
AutoCAD SHX Text 1/12/26 16:40 KELLY.KERO F:\7194.05 DEVA WATER AND WASTEWATER SYSTEM REHAB\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\4_DEVA FC W_SOUTH
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