B09_Amd10_-_QR86_Attach_Drawing_C1_40_0010.pdf
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- Solicitation number
- 140P2025R0082
About this file
This is a technical design drawing for water infrastructure construction at Death Valley National Park. The document presents plan and profile views for the Furnace Creek Water system's south alignment, specifically Sheet C1.40 of the project documentation dated January 17, 2025. The drawing illustrates an 8-inch HDPE water main installation spanning approximately 500 linear feet, with two distinct pipe designations: DR 11 and DR 17 materials used in different sections of the alignment.
The project involves multiple construction methodologies including 484.20 feet of open trench excavation and 15.80 feet of horizontal directional drilling (HDD) to avoid conflicts with existing infrastructure. Key features depicted include gate valves, HDPE tees, water meters, and a transition point between pipe types at Station FW 228+84.55. The design accounts for two existing fiber optic cable crossings that require separation and protection, with minimum 2.50-foot cover specified over the water main. A 40-foot by 20-foot by 6-foot HDD bore pit is shown on the plan, and an existing 3-foot by 3-foot gabion basket must be protected in place. The drawing references related sheets C1.40B and C1.41, with horizontal and vertical scale references provided for construction implementation. The project documentation includes design verification by L. Graef with technical review by M. Whelehon.
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Text version
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L=656.20' R=624.75 D=60°10'50"
6 7 8 9
=60°07'31"
APPROXIMATE START LOCATION FOR HDD
STA:FW 229+84.20
W 8''
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W M
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FW 225+00
FW 226+00
FW 227+00 FW 228+00
FW 229+00
FW 230+00
EXISTING FIBER
OPTIC CROSSING
STA: FW 229+44.93
EXISTING FIBER
OPTIC CROSSING
STA: FW 227+96.29
END CURVE:
N 2053527.69 E 7193224.02
DR11 TO DR17
TRANSITION
STA: FW 228+84.55
8'' GATE VALVE
STA:FW 227+46.78
8'' HDPE TEE
STA:FW 227+50.01
8'' GATE VALVE
STA:FW 227+53.96
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HORIZONTAL
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OPEN TRENCH EXCAVATION 484.20'
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FW 502+78
FW 500+00
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8'' HDPE TEE
STA:FW 500+00.00
8'' GATE VALVE
STA:FW 500+04.17
8" WATER METER
STA:FW 500+08.52
TIE INTO EXISTING VALVE
STA:FW 502+77.58
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
65 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.40
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
3.00' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
SE
E
SH
EE
T C1
.3
SEE SHEET C1.41
D C3.12
EDGE OF PAVEMENT
EXISTING FIBER OPTIC LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
3' MIN. SEPARATION BETWEEN
WATER AND FIBER OPTIC
DEATH VALLEY SCENICBYWAY, CA SR-190
APPROXIMATE LOCATION OF
EXISTING 3'X3' GABION
BASKET (WITH 12" OF COVER).
PROTECT IN PLACE.
40'X20'X6' HDD BORE PIT
SEE SHEET C1.40B
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| P&P - (18) |
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