B09_Amd10_-_QR86_Attach_Drawing_C1_40B_0010.pdf
PDF 1 MB Posted
- Solicitation number
- 140P2025R0082
About this file
This is a technical drawing set for the Furnace Creek Water Plan & Profile, specifically documenting an additional Xanterra water connection project at Death Valley National Park. The drawing is sheet C1.40B of a larger set (drawing number 01-318717) and was designed by L. Graef with technical review by M. Whelehon, dated August 20, 2026.
The project involves installing an 8-inch HDPE DR 11 water main to provide an additional water connection to Xanterra facilities. Key components shown include: an 8-inch HDPE tee at station FW 500+00.00 with top of pipe elevation of -1.37 feet; an 8-inch gate valve at station FW 500+04.17 with elevation -1.40 feet; an 8-inch water meter at station FW 500+08.52 with elevation -1.44 feet; and a connection tie-in to an existing valve at station FW 502+77.58 with elevation -3.40 feet. The water main spans approximately 502.78 feet and requires a minimum cover of 2.50 feet with an actual cover of 3.31 feet shown. The plan notes requirements to protect an in-place existing backflow preventor, cap and abandon the existing water main, and coordinate with the contracting officer. The drawing includes both plan and profile views with detailed elevation information and references to related sheets C1.40 and C3.18.
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Text version
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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
ADDITIONAL XANTERRA WATER CONNECTION
178069
## 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.28.2026
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.40B
HORIZ.
VERT.
PLAN - ADDITIONAL XANTERRA WATER CONNECTION
PROFILE - ADDITIONAL XANTERRA WATER CONNECTION 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
3.31' COVER
(MIN COVER = 2.50')
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
APPROXIMATE EXISTING
GROUND SURFACE
PROTECT IN-PLACE
EXISTING BACKFLOW
PREVENTOR
COORDINATE WITH
CONTRACTING OFFICER
SEE SHEET C1.40
XANTERRA ADDITIONAL WATER CONNECTION OVERVIEW
PROTECT IN-PLACE EXISTING
BACKFLOW PREVENTOR
CAP AND ABANDON
EXISTING WATER MAIN
CAP AND ABANDON
EXISTING WATER MAIN
PROTECT IN-PLACE EXISTING
BACKFLOW PREVENTOR
EXISTING WATER MAIN
CA-190
TO TIMBISHA
VILLAGE
SEE PLAN AND
PROFILE, THIS SHEET
PROPOSED WATER MAIN,
SEE SHEETS C1.40-C1.42
B C3.18
A C3.12
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