B08_Attach2b_-_Drawings_DEVA_318717_Jan2025.pdf
PDF 35 MB Posted
- Solicitation number
- 140P2025R0082
About this file
The file contains technical drawings (Plan & Profile sheets) for a water infrastructure project at Death Valley National Park, specifically detailing water main alignments and associated infrastructure for the Cow Creek Water System. The drawings, prepared by L. Ottey and M. Whelehon on 1.17.2025, comprehensively document an 8-inch HDPE DR 17 water main installation across multiple alignments including Salt Pan Vista, Old Ghost Road to RO, Lift Station to Pool, and other segments.
Key technical details include precise horizontal and vertical profiles showing water main routes, gate valve locations, air release valves, crossings with existing utilities (power, sewer, water lines), and specific elevation changes. The drawings cover approximately 38 individual plan and profile sheets with stationing from CW 10+00 to CW 910+00, indicating an extensive water system rehabilitation project. The infrastructure will connect various facilities including a new RO treatment plant, water tanks, lift stations, and multiple service areas within Death Valley National Park, with careful consideration for existing terrain, utility interactions, and minimum cover requirements.
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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''
W 8''
W 8''
W 8''
W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
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FW 225+00
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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
-30
-20
-10
-30
-20
-10
FW 225+00
-1 1.
-1 0.
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FW 226+00
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1.
-2 .5
FW 227+00
1.
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2.
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1.
5.
2.
6.
3.
FW 228+00
7.
3.
8.
4.
8.
4.
8.
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9.
5.
FW 229+00
9.
5.
9.
6.
.1
6.
.4
6.
.9
7.
FW 230+00
.5
7.
HORIZONTAL
DIRECTIONAL
DRILLING 15.80'
OPEN TRENCH EXCAVATION 484.20'
ST
A:
F W
+9 6.
T.
O .P
. E
LE
V:
5.
EX
IS
TI
N
G F
IB
ER
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SS
IN
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ST
A:
F W
+4 4.
T.
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LE
V:
8.
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IS
TI
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ER
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PT
IC
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IN
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ST
A:
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T.
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. E
LE
V:
5.
D R
T
O D
R
TR
AN
SI
TI
O N
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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
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
2.98' 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
EW(B)
EW
(B)
EW
(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
S
W V
W V
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ES(D)
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FO(D) FO(D) FO(D)
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12 13
16 17 18
EXISTING WATER
MAIN CROSSING
STA: FW 232+65.16
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
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FW 230+00 FW 231+00 FW 232+00 FW 233+00 FW 234+00 FW 235+00
-10
-10
FW 230+00
.5
7.
.8
7.
.8
7.
.9
8.
.1
8.
FW 231+00
.6
8.
.2
9.
.9
9.
.8
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FW 232+00
.9
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.0
.9
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.0
.0
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FW 233+00
.6
.1
.0
.6
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.1
.0
.6
.8
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FW 234+00
.0
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.2
.7
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.5
.2
.0
.9
FW 235+00
.4
.7
HORIZONTAL DIRECTIONAL DRILLING 500.00'
ST
A:
F W
+6 5.
T.
O .P
. E
LE
V:
.8
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
FO(D)
FO(D)
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
66 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.41
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF PAVEMENT
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
2.78' COVER
(MIN COVER = 2.50')
EXISTING FIBER OPTIC LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
3' MIN. SEPARATION BETWEEN
WATER AND FIBER OPTIC
PROTECT TREE IN PLACE
(TYP. ALL TREES WITHIN
DISTURBANCE LIMIT
UNLESS CALLED OUT ON
SHEET X1.0)
B C3.15
APPROXIMATE LOCATION OF
EXISTING 3'X3' GABION
BASKET (WITH 12" OF COVER).
PROTECT IN PLACE.
EW(B)
EW
(B)
EW
(B)
EW
(B)
EW(B)
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EW(B) EW(B) EW(B)
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W V
W V
W
VW
V
E
S
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B) EW(B)
EW(B)
EW(B)
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EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
E
E
PPPP
TE
S
S
S
W V
W V
ES(D)
ES(D)
FO(D)
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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''
W 8''
W 8''
GV GV
FO(D)
FO(D)
FO
(D)
FO(D)
FO(D)
FO(D)
FO(D)
FO(D)
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
1" WATER SERVICE CONNECTION
STA:FW 238+02.54
FW 235+00
.4
.7
.0
.4
.4
.2
.0
.9
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.3
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FW 237+00
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.0
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FW 239+00
.9
.3
.5
.1
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.5
.6
.3
FW 240+00
.1
.0
ST
A:
FW
+9
8.
T.
O
.P . E
LE
V:
.7
8" G
AT
E
VA
LV
E
ST
A:
FW
+0
6.
T.
O
.P . E
LE
V:
.0
8" G
AT
E
VA
LV
E
HORIZONTAL DIRECTIONAL DRILLING 420.39' OPEN TRENCH EXCAVATION 79.61'
ST
A:
FW
+0
3.
T.
O
.P . E
LE
V:
.9
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+5 1.
T.
O .P
E
LE
V:
3.
EX
IS
TI
N
G S
EW
ER
M
AI
N C
R O
SS
IN
G
FO(D)
FO(D)
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
E
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
C C3.14
LOCATION FOR 40'X20'X6'
HDD BORE PIT
E
T
E T
S
EW(B) EW(B) EW(B) EW(B)
EW(B) EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
E
T
E
E
END CURVE:
N 2054529.73 E 7193797.78
48 49 51
L=175.69' R=1000.00 D=10°03'59"
W 8'' W 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
FW 240+00 FW 241+00 FW 242+00 FW 243+00 FW 244+00 FW 245+00
FW 240+00
.1
.0
.8
.7
.3
.4
.3
.1
.9
.8
FW 241+00
.3
.4
.8
.1
.6
.8
.8
.5
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.2
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.8
.9
.3
.5
.7
.2
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.9
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.4
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.1
FO(D)
FO(D)
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
68 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.43
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
3.96' COVER
(MIN COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
E T
DY
H
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
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EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW
(B
EW
(B
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
T
WM
S
WV
WV WV
WV
WV
WV WV
WV
WV
WV
P
66 67 68
EXISTING WATER
MAIN CROSSING
STA: FW 248+41.44
8'' GATE VALVE
STA:FW 248+05.61
L=44.86' R=100.00 D=25°42'16"
FS
FS
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
GV
FW 245+00
FW 246+00
FW 247+00
FW 248+00
FW 249+00
FW 250+00
1" WATER SERVICE CONNECTION
STA:FW 248+35.87
8" x 6" HYDRANT TEE
STA:FW 248+46.33
BEGIN CURVE:
N 2055016.34 E 7194182.25
END CURVE:
N 2055044.29 E 7194217.02
FW 245+00
.2
.1
.7
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.2
.4
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.1
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.4
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.3
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.8
.2
FW 250+00
.2
.5
ST
A:
FW
+0
5.
T.
O
.P . E
LE
V:
.8
8" G
AT
E
VA
LV
E
ST
A:
F W
+4 1.
T.
O .P
. E
LE
V:
.5
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+4 6.
T.
O .P
. E
LE
V:
.6
8" x
" H
YD
R
AN
T
TE
E
ST
A:
FW
+3
5.
T.
O
.P . E
LE
V:
.4
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
FO(D)
FO(D)
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
69 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.44
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
TIE INTO EXISTING HYDRANT AT THE
SHOE PROTECT EXISTING HYDRANT
IN PLACE
EDGE OF GRAVEL
X BUILDING
3.27' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
WATER SERVICE
DISTURBANCE LIMIT 20'
SE
E
SH
EE
T C
1.
43 SE
E
SH
EE
T
C 1.
D C3.12
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
A C3.12
C C3.14
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
W
X
X
END CURVE:
N 2055190.24 E 7194590.12
BEGIN CURVE:
N 2055163.53 E 7194658.33
END CURVE:
N 2055199.06 E 7194799.22
BEGIN CURVE:
N 2055187.01 E 7194509.85
EXISTING WATER
MAIN CROSSING
STA: FW 250+83.37
EXISTING WATER
MAIN CROSSING
STA: FW 252+32.38
EXISTING WATER
MAIN CROSSING
STA: FW 253+09.70
RPZ BACKFLOW PREVENTER
STA:FW 251+98.82
80 80
120 12
W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8''
FW 250+00
FW 251+00
FW 252+00
FW 253+00
FW 254+00
FW 255+00
L=82.67' R=100.00 D=47°21'53"
L=155.41' R=125.00 D=71°14'11"
EXISTING OVERHEAD
POWER CROSSING
STA: FW 254+37.32
FW 250+00
.2
.5
.4
.9
.7
.3
.5
.6
.2
.0
FW 251+00
.8
.6
.0
.4
.8
.3
.2
.1
.4
.0
FW 252+00
.2
.9
.3
.8
.2
.7
.5
.9
.8
.1
FW 253+00
.3
.4
.1
.6
.7
.9
.1
.1
.9
.4
FW 254+00
.4
.6
.2
.3
.1
.2
1.
.0
6.
1.
FW 255+00
1.
5.
ST
A:
F W
+8 3.
T.
O .P
. E
LE
V:
.3
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
1+
.8
T.
O .P
. E
LE
V:
.7
R
PZ
B
AC
KF
LO
W P
R
EV
EN
TE
R
ST
A:
F W
+3 2.
T.
O .P
. E
LE
V:
.9
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+0 9.
T.
O .P
. E
LE
V:
.0
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
FO(D)
FO(D)
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
70 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.45
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
8'' HDPE DR 17
3.11' COVER
(MIN COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
APPROXIMATE
XANTERRA BOUNDARY
SE
E
SH
EE
T C
1.
SEE SHEET C1.46
D C3.12
APPROXIMATE EXISTING
GROUND SURFACE
WATER MAIN
8'' HDPE DR 17
WATER MAIN
B C3.20
ABANDON EXISTING
BACKFLOW PREVENTER
EDGE OF GRAVEL
PROTECT EXISTING
GATE IN PLACE
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
O
HP
O
HP
O
HP
O
HP
O
HP
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
MH
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
BEGIN CURVE:
N 2055418.27
E 7194984.11 END CURVE:
N 2055515.58 E 7195129.41
END CURVE:
N 2055518.55 E 7195169.44
BEGIN CURVE:
N 2055510.37 E 7195108.65
8'' GATE VALVE
STA:FW 258+00.00
L=105.98' R=300.00 D=20°14'26"
L=21.67' R=40.00 D=31°02'45"
L=17.98' R=40.00 D=25°45'02"
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
X
X
X
X
X
X
X
X
GV
GV G
V
FW 260+78
FW 255+00
FW 256+00
FW 257+00 FW 258+00
FW 259+00
FW 260+00
BEGIN CURVE:
N 2055515.02 E 7195152.01
END PIPE ANCHORING
STA:FW 258+54.82
EXISTING WATER
MAIN CROSSING
STA: FW 258+85.88
END CURVE:
N 2055485.66 E 7195065.18
FW 255+00
1.
5.
6.
9.
9.
2.
2.
6.
4.
9.
FW 256+00
6.
1.
7.
1.
9.
1.
8.
1.
6.
1.
FW 257+00
5.
2.
7.
3.
9.
4.
0.
4.
0.
5.
FW 258+00
0.
6.
2.
8.
4.
0.
5.
1.
6.
3.
FW 259+00
8.
4.
1.
7.
4.
0.
9.
4.
2.
7.
FW 260+00
5.
1.
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
6.
8" G
AT
E
VA
LV
E
ST
A:
F W
+8 5.
T.
O .P
. E
LE
V:
3.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
FO(D)
FO(D)
H YD
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
71 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.46
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
SEE SHEET C1.22
EDGE OF GRAVEL
2.71' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
EXISTING WATER MAIN
D C3.12
SE
E
SH
EE
T C
1.
45 SE
E
SH
EE
T
C 1.
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
A C3.12
C3.12
WV
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D) UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGT(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
UGP(D)
E
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B) ES(B)
ES(B)
ES(B)
MH
MH
S
WV
UGT(D) UGT(D) UGT(D) UGT(D) UGT(D) UGT(D) UGT(D) UGT(D)
5 15
5 16
0 16 5 17
175175175
5 16
159 16
2 163
8'' GATE VALVE
STA:FW 260+44.18
W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
X
X X X X
X
X
X
X
X
X
X
X
X
X
X X
X X
GVGV
G
V FW 260+78FW 259+00
FW 260+00
FW 260+00
5.
1.
8.
3.
0.
4.
9.
6.
FW 260+90
ST
A:
FW
+4
4.
T.
O
.P . E
LE
V:
5.
8" G
AT
E
VA
LV
E
FO(D)
FO(D)
H YD
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
72 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.47
20 0 20 40
SCALE OF FEET
10 0 10 20
HORIZ.
VERT.
PLAN
PROFILE
KEY MAP
NTS
SEE SHEET C1.22
EXISTING 2.0 MG WATER TANK
PROTECT IN PLACE
SEE SHEET C1.48
RO TREATMENT PLANT
SEE ARCHITECTURAL SHEETS
FENCING AND EROSION
CONTROL SEE SHEET C8.12
PIPE VAULT/STORAGE ROOM
SEE ARCHITECTURAL SHEETS
2.86' COVER
(MIN COVER = 2.50')
TIE INTO EXISTING LINE 5 FT
FROM PIPE VAULT WALL
DISTURBANCE
LIMIT 50'
EXISTING
WATER MAIN
EXISTING
WATER MAIN
SE
E
SH
EE
T C
1.
D C3.12
EDGE OF GRAVEL
EXISTING UNDERGROUND
ELECTRIC CROSSING
EXISTING UNDERGROUND
TELEPHONE LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 17
WATER MAIN
8'' HDPE DR 17
WATER MAIN
END STATIONING
TIE INTO EXISTING LINE 5 FT
FROM PIPE VAULT
PROPOSED PROPANE
TANK AND GENERATOR.
(SEE ARCHITECTURAL
SHEETS)
A C3.12
EXISTING WATER PIPE FROM
PIPE VAULT
WV EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW
(B)
EW
(B)
EW
(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
E
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
MH
S
WV
11.25 & 45 DEG. BEND
STA:FW 316+48.13
22.5 & 45 DEG. BEND
STA:FW 317+17.34
FW 316+00
FW
317+00
FW 318+00
FW 319+00
FW 320+00
L=335.98' R=300.00 D=64°10'06"
BEGIN CURVE:
N 2055716.24 E 7195670.56
8'' GATE VALVE
STA:FW 316+04.37
5 22
BLOWOFF VALVE
STA:FW 316+15.10
W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8'' W 8''
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X X
X
X X X X
GV
GV
G V
FW 316+00
7.
9.
1.
0.
7.
1.
8.
2.
0.
2.
FW 317+00
2.
3.
5.
1.
7.
3.
0.
6.
2.
9.
FW 318+00
5.
1.
7.
4.
0.
6.
2.
9.
5.
2.
FW 319+00
8.
4.
0.
7.
3.
9.
6.
2.
9.
5.
FW 320+00
1.
7.
ST
A:
FW
+4
8.
T.
O
.P . E
LE
V:
3.
.2
D
EG
. B
EN
D
ST
A:
FW
+1
7.
T.
O
.P . E
LE
V:
0.
.5
D
EG
. B
EN
D
ST
A:
FW
+0
4.
T.
O
.P . E
LE
V:
3.
8" G
AT
E
VA
LV
E
ST
A:
FW
+1
5.
T.
O
.P . E
LE
V:
6.
BL
O
W O
FF
V
AL
VE
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
73 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.48
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
8'' HDPE DR 11
SEE SHEET C1.47
SEE SHEET C1.22
EXISTING 2.0 MG WATER TANK
PROTECT IN PLACE
RO TREATMENT PLANT
SEE ARCHITECTURAL
SHEETS
FENCING AND EROSION
CONTROL SEE SHEET 333
PIPE VAULT/STORAGE ROOM
SEE ARCHITECTURAL SHEETS
EDGE OF GRAVEL
3.18' COVER
(MIN. COVER = 2.50')
TIE INTO EXISTING LINE 5 FT FROM RO
BUILDING FOUNDATION WITH ROMAC
ALPHA COUPLING OR APPROVED EQUAL
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
D
C3.12SERVICE ROAD
APPROXIMATE EXISTING
GROUND SURFACE
WATER MAIN
8'' HDPE DR 11
VAULT TOILET
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
W
WV
WV
Horizontal
FW
9+
FW 320+00
FW 321+00
FW 322+00
FW 323+00
FW 324+00 FW 325+00
END CURVE:
N 2055734.47 E 7195989.23
BEGIN CURVE:
N 2055652.22 E 7196139.10
EXISTING WATER
MAIN CROSSING
STA:FW 322+25.23
EXISTING WATER
MAIN CROSSING
STA:FW 320+80.99
L=335.98' R=300.00 D=64°10'06"
L=189.62' R=195.87 D=55°28'03"
225 23 0 235
245 25
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
FW 320+00
1.
7.
3.
0.
5.
1.
7.
3.
9.
5.
FW 321+00
1.
7.
3.
8.
5.
0.
7.
2.
9.
4.
FW 322+00
0.
6.
2.
7.
3.
9.
4.
0.
5.
1.
FW 323+00
5.
2.
6.
2.
7.
3.
8.
4.
8.
5.
FW 324+00
0.
6.
2.
7.
4.
8.
6.
9.
7.
1.
FW 325+00
6.
2.
ST
A:
FW
+2
5.
T.
O
.P . E
LE
V:
9.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+8
0.
T.
O
.P . E
LE
V:
4.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
74 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.49
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
3.19' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SEE SHEET C1.48
SEE SH
EET C
1.50
D C3.12
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
W
WV
WV
FW
324+00
FW 325+00
FW 326+00
FW 327+00
FW 328+00
FW 329+00
FW 330+00
END CURVE:
N 2055648.70 E 7196321.88
BEGIN CURVE:
N 2055708.81 E 7196441.32
END CURVE:
N 2055716.79 E 7196454.53
BEGIN CURVE:
N 2055801.33 E 7196619.33
L=78.90' R=100.00 D=45°12'25"
L=15.46' R=100.00 D=8°51'19"
BEGIN CURVE:
N 2055865.53 E 7196718.32
L=189.62' R=195.87 D=55°28'03"
EXISTING WATER
MAIN CROSSING
STA:FW 328+59.01
EXISTING WATER
MAIN CROSSING
STA:FW 329+72.06
BEGIN CURVE:
N 2055781.74 E 7196545.33 L=58.50' R=100.00
D=33°31'02"
END CURVE:
N 2055801.29 E 7196618.19
8'' GATE VALVE
STA:FW 326+00.00
W 8''
W 8''
W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
GV
FW 325+00
6.
2.
6.
3.
7.
4.
8.
5.
0.
6.
FW 326+00
1.
7.
2.
8.
2.
0.
4.
1.
6.
2.
FW 327+00
8.
3.
9.
5.
0.
5.
9.
6.
0.
6.
FW 328+00
1.
8.
3.
0.
5.
1.
7.
3.
8.
5.
FW 329+00
0.
6.
2.
8.
4.
0.
6.
2.
8.
3.
FW 330+00
8.
5.
ST
A:
FW
+5
9.
T.
O
.P . E
LE
V:
4.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+7
2.
T.
O
.P . E
LE
V:
3.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
7.
8" G
AT
E
VA
LV
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
75 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.50
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
DISTURBANCE
LIMIT 20'
EXISTING WATER MAIN
SE
E
SH
EE
T C1
.4
SE
E
SH
EE
T C
1.
2.82' COVER
(MIN. COVER = 2.50')
D C3.12
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
A
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
WW
WV
FW 330+00
FW 331+00 FW 332+00 FW 333+00
FW 334+00 FW 335+00
END CURVE:
N 2055833.38 E 7196688.61
END CURVE:
N 2056006.87 E 7196906.65
BEGIN CURVE:
N 2056034.33 E 7196968.73
END CURVE:
N 2056045.28 E 7196987.79
L=21.46' R=100.00 D=12°17'45"
L=23.21' R=100.00 D=13°18'02"
L=17.61' R=100.00 D=10°05'33"
0 32
5 33
EXISTING WATER
STA:FW 328+59.01
EXISTING WATER
MAIN CROSSING
STA:FW 332+84.83
EXISTING WATER
MAIN CROSSING
STA:FW 330+35.67
W 8''
W 8'' W 8'' W 8''
W 8''
W 8'' W 8''
WSWSWS
BEGIN CURVE:
N 2055865.53 E 7196718.32
END CURVE:
N 2055877.70 E 7196731.81
EXISTING WATER
MAIN CROSSING
STA:FW 331+14.95
BEGIN CURVE:
N 2055995.47 E 7196887.16
EXISTING WATER
MAIN CROSSING
STA:FW 332+64.24
FW 330+00
8.
5.
0.
7.
3.
9.
5.
1.
7.
3.
FW 331+00
8.
5.
0.
6.
2.
8.
4.
9.
5.
0.
FW 332+00
5.
0.
5.
1.
6.
2.
9.
5.
1.
7.
FW 333+00
4.
0.
6.
2.
9.
4.
1.
7.
2.
8.
FW 334+00
3.
0.
5.
1.
6.
3.
8.
5.
9.
6.
FW 335+00
1.
8.
ST
A:
FW
+3
5.
T.
O
.P . E
LE
V:
9.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+8
4.
T.
O
.P . E
LE
V:
8.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+6
4.
T.
O
.P . E
LE
V:
6.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+1
4.
T.
O
.P . E
LE
V:
6.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
76 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.51
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
D C3.12
3.13' COVER
(MIN. COVER = 2.50')
SE
E
SH
EE
T C
1.
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
DISTURBANCE
LIMIT 20'
APPROXIMATE SENSITIVE AREA
APPROXIMATE SENSITIVE AREA
W
WV
W
WV
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
W
WV
WV
WV
WV
FW 334+00
FW 335+00
FW 336+00
FW 337+00
FW 338+00
FW 339+00
FW 340+00
END CURVE:
N 2056177.42 E 7197267.25
L=157.02' R=200.00 D=44°58'57"
BEGIN CURVE:
N 2056140.95 E 7197118.69
8'' GATE VALVE
STA:FW 336+00.00
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
GV
FW 335+00
1.
8.
3.
0.
5.
1.
7.
2.
9.
4.
FW 336+00
0.
5.
2.
6.
3.
7.
4.
8.
4.
9.
FW 337+00
5.
0.
4.
1.
4.
1.
4.
1.
5.
1.
FW 338+00
8.
2.
0.
2.
2.
3.
3.
3.
3.
4.
FW 339+00
1.
4.
0.
4.
9.
5.
1.
6.
1.
7.
FW 340+00
1.
7.
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
5.
8" G
AT
E
VA
LV
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
77 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.52
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
3.06' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SEE SHEET C1.51
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11WATER MAIN
W
WV
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
WV WV
FW 340+00 FW 341+00 FW 342+00 FW 343+00 FW 344+00 FW 345+00
380 385 390 395
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
FW 340+00
1.
7.
3.
8.
5.
9.
6.
0.
7.
1.
FW 341+00
7.
1.
7.
2.
8.
3.
8.
4.
9.
4.
FW 342+00
0.
5.
1.
7.
3.
9.
5.
2.
7.
4.
FW 343+00
9.
6.
2.
9.
4.
1.
7.
4.
9.
6.
FW 344+00
2.
9.
4.
1.
6.
4.
8.
6.
1.
8.
FW 345+00
5.
1.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
78 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.53
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
2.53' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50' EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
WV
W
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
W W
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
W
W
WV
WV
WV
UBFW 345+00 FW 346+00 FW 347+00 FW 348+00 FW 349+00 FW 350+00
8'' GATE VALVE
STA:FW 346+00.00 415
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
GV
FW 345+00
5.
1.
9.
4.
4.
8.
7.
2.
1.
6.
FW 346+00
3.
0.
4.
0.
5.
0.
4.
0.
4.
0.
FW 347+00
5.
0.
5.
0.
7.
3.
0.
5.
2.
7.
FW 348+00
4.
0.
5.
1.
5.
1.
6.
2.
8.
3.
FW 349+00
9.
4.
0.
5.
2.
6.
2.
7.
3.
8.
FW 350+00
4.
9.
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
0.
8" G
AT
E
VA
LV
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
79 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.54
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
3.56' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 20'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
WV
WV
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
W
W
WV
WV
WV
FW 350+00
FW 351+00
FW 352+00
FW 353+00
FW 354+00
FW 355+00
BEGIN CURVE:
N 2055940.81 E 7198792.57
L=87.96' R=200.00
D=25°11'50" END CURVE:
N 2055908.85 E 7198874.35
EXISTING OVERHEAD
POWER CROSSING
STA:FW 352+21.15
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
Alignment - tank to well
FW 350+00
4.
9.
5.
0.
6.
1.
7.
2.
8.
3.
FW 351+00
9.
4.
9.
5.
0.
6.
1.
7.
2.
8.
FW 352+00
3.
9.
4.
0.
5.
1.
6.
2.
7.
3.
FW 353+00
8.
4.
9.
5.
0.
6.
0.
6.
1.
6.
FW 354+00
1.
7.
2.
7.
3.
7.
3.
8.
4.
8.
FW 355+00
3.
8.
ST
A:
FW
+2
1.
T.
O
.P . E
LE
V:
2.
EX
IS
TI
N
G U
N D
ER
G
R O
U N
D
PO
W
ER
C R
O
SS
IN
G
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
80 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.55
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
3.81' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
WV
WV
W
WV
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
W
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
W
W
WV
WV
WV
WV WV
FW 355+00 FW 356+00 FW 357+00 FW 358+00 FW 359+00 FW 360+00
8'' GATE VALVE
STA:FW 356+00.00
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
GV
Alignment - tank to well
FW 355+00
3.
8.
3.
9.
3.
9.
5.
9.
7.
0.
FW 356+00
7.
0.
7.
0.
7.
0.
6.
0.
4.
0.
FW 357+00
3.
1.
4.
1.
5.
2.
7.
2.
7.
3.
FW 358+00
8.
4.
9.
4.
9.
5.
0.
6.
0.
6.
FW 359+00
1.
7.
1.
7.
1.
8.
3.
9.
5.
0.
FW 360+00
7.
0.
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
0.
8" G
AT
E
VA
LV
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
81 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.56
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
2.76' COVER
(MIN. COVER = 2.50')
D C3.12
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
WV
WV
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
W
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
W
WV WV
WV
FW 360+00 FW 361+00 FW 362+00 FW 363+00 FW 364+00 FW 365+00
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
FW 360+00
7.
0.
8.
1.
9.
2.
9.
3.
0.
4.
FW 361+00
1.
5.
2.
5.
3.
6.
3.
7.
4.
8.
FW 362+00
5.
9.
6.
0.
6.
0.
5.
1.
6.
2.
FW 363+00
7.
2.
8.
3.
9.
3.
9.
4.
0.
4.
FW 364+00
0.
5.
1.
5.
2.
6.
2.
6.
3.
7.
FW 365+00
3.
7.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
82 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.57
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
3.74' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
WV WV
WV
WV
EM
WV
WV
EW
(B
EW
(B
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B)
W W
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
U G
P( B)
U G
P( B)
U G
P( B)
U G
P( B)
W W
MW
WWV WV
WV
FW 365+00 FW 366+00 FW 367+00 FW 368+00 FW 369+00 FW 370+00
8-INCH HDPE TEE
STA:FW 368+25.42
EXISTING UNDERGROUND
POWER CROSSING
STA:FW 368+04.85
8'' GATE VALVE
STA:FW 366+00.00
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
GV
G V
FW 365+00
3.
7.
4.
8.
5.
8.
3.
9.
3.
9.
FW 366+00
5.
9.
7.
9.
7.
9.
7.
0.
7.
0.
FW 367+00
8.
0.
8.
0.
9.
0.
9.
1.
9.
1.
FW 368+00
9.
1.
9.
1.
8.
1.
7.
2.
7.
2.
FW 369+00
8.
2.
0.
2.
2.
2.
2.
2.
3.
3.
FW 370+00
3.
3.
ST
A:
FW
+2
5.
T.
O
.P . E
LE
V:
1.
8" X
" T
EE
ST
A:
FW
+0
4.
T.
O
.P . E
LE
V:
7.
EX
IS
TI
N
G U
N D
ER
G
R O
U N
D
PO
W
ER
C R
O
SS
IN
G
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
0.
8" G
AT
E
VA
LV
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
83 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.58
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
WELL HOUSE #1.
EDGE OF
GRAVEL
3.51' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
A C3.12
EXISTING UNDERGROUND
POWER LINE
8" GATE VALVE
TIE-IN TO EXISTING WELL HOUSE 5'
OUTSIDE OF BUILDING WITH ROMAC
COUPLING OR APPROVED SALIENT EQUAL.
CONTRACTOR TO VERIFY SIZE, DEPTH,
AND MATERIAL OF EXISTING.
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B)OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
W
W
FW 370+00 FW 371+00 FW 372+00 FW 373+00 FW 374+00 FW 375+00
STA:FW 376+00.00
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
FW 370+00
3.
3.
4.
3.
3.
3.
2.
3.
1.
4.
FW 371+00
9.
4.
9.
4.
2.
4.
4.
4.
5.
5.
FW 372+00
3.
5.
1.
6.
3.
6.
6.
7.
7.
7.
FW 373+00
8.
8.
8.
8.
8.
9.
8.
0.
8.
0.
FW 374+00
7.
1.
6.
1.
7.
2.
7.
2.
7.
3.
FW 375+00
9.
3.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
84 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.59
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
4.40' COVER
(MIN. COVER = 2.50')
EXISTING UNDERGROUND
POWER LINE
EXISTING OVERHEAD
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
EM
WV
WV
EW
(B
EW
(B
EW
(B
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
U G
P( B)
U G
P( B)
U G
P( B)
U G
P( B)
UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B)OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
U G
P( B)
U G
P( B)
U G
P( B)
UG
P(
B)
W
WV
W
FW 375+00 FW 376+00 FW 377+00 FW 378+00 FW 379+00 FW 380+00
8-INCH HDPE TEE
STA:FW 377+28.72
EXISTING WATER
MAIN CROSSING
STA:FW 378+86.27
EXISTING UNDERGROUND
POWER CROSSING
STA:FW 377+16.47
EXISTING UNDERGROUND
POWER CROSSING
STA:FW 377+12.92
8'' GATE VALVE
STA:FW 376+00.00
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
GV
G V
FW 375+00
9.
3.
0.
3.
0.
3.
0.
4.
0.
4.
FW 376+00
0.
4.
1.
4.
1.
5.
3.
5.
3.
5.
FW 377+00
4.
5.
4.
5.
4.
6.
4.
6.
3.
6.
FW 378+00
2.
6.
1.
7.
1.
7.
2.
7.
3.
8.
FW 379+00
4.
8.
4.
8.
4.
9.
5.
9.
6.
0.
FW 380+00
6.
0.
ST
A:
FW
+2
8.
T.
O
.P . E
LE
V:
6.
8" X
" T
EE
ST
A:
FW
+1
6.
T.
O
.P . E
LE
V:
2.
EX
IS
TI
N
G U
N D
ER
G
R O
U N
D
PO
W
ER
C R
O
SS
IN
G
ST
A:
FW
+1
2.
T.
O
.P . E
LE
V:
2.
EX
IS
TI
N
G U
N D
ER
G
R O
U N
D
PO
W
ER
C R
O
SS
IN
G
ST
A:
FW
+8
6.
T.
O
.P . E
LE
V:
9.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
4.
8" G
AT
E
VA
LV
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
85 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.60
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
WELL HOUSE #2
EDGE OF
GRAVEL
3.63' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
EXISTING UNDERGROUND
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
A C3.12
8" GATE VALVE
TIE-IN TO EXISTING WELL HOUSE 5'
OUTSIDE OF BUILDING WITH ROMAC
COUPLING OR APPROVED SALIENT EQUAL.
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B) UGP(B)OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
FW 380+00 FW 381+00 FW 382+00 FW 383+00 FW 384+00 FW 385+00
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
FW 380+00
6.
0.
6.
1.
7.
1.
8.
1.
8.
2.
FW 381+00
8.
2.
9.
3.
9.
3.
9.
4.
0.
4.
FW 382+00
0.
4.
0.
5.
0.
5.
0.
6.
1.
6.
FW 383+00
1.
6.
1.
7.
2.
7.
2.
8.
3.
8.
FW 384+00
3.
9.
4.
9.
4.
9.
5.
0.
5.
0.
FW 385+00
5.
1.
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
86 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.61
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
EDGE OF GRAVEL
4.05' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
SE
E
SH
EE
T C
1.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
EXISTING UNDERGROUND
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW
(B
EW
(B
EW
(B
UGP(B
U G
P( B)
U G
P( B)
U G
P( B)
U G
P( B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
UGP(B)
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
EM
U G
P( B)
U G
P( B)
FW 389+05
FW 384+00
FW 385+00
FW 386+00
FW 387+00
FW 388+00
FW
+0
EXISTING WATER
MAIN CROSSING
STA:FW 388+37.48
EXISTING UNDERGROUND
POWER CROSSING
STA:FW 388+47.79
8'' GATE VALVE
STA:FW 386+00.00
8'' GATE VALVE
STA:FW 388+99.38
90 DEG. BEND
STA:FW 388+39.79
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W
GV
G V
FW 385+00
5.
1.
5.
1.
6.
2.
6.
2.
7.
2.
FW 386+00
7.
3.
7.
3.
7.
4.
8.
4.
8.
5.
FW 387+00
8.
5.
9.
5.
9.
6.
0.
6.
0.
7.
FW 388+00
1.
7.
1.
8.
2.
8.
3.
9.
5.
1.
FW 389+00
6.
2.
FW 389+05
ST
A:
FW
+3
9.
T.
O
.P . E
LE
V:
8.
D
EG
. B
EN
D
ST
A:
FW
+4
7.
T.
O
.P . E
LE
V:
0.
EX
IS
TI
N
G U
N D
ER
G
R O
U N
D
PO
W
ER
C R
O
SS
IN
G
ST
A:
FW
+3
7.
T.
O
.P . E
LE
V:
9.
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+0
0.
T.
O
.P . E
LE
V:
3.
8" G
AT
E
VA
LV
E
ST
A:
FW
+9
9.
T.
O
.P . E
LE
V:
2.
8" G
AT
E
VA
LV
E
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
TANK TO WELLS
178069
87 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.62
20 0 20 40
SCALE OF FEET
10 0 10 20
HORIZ.
VERT.
PLAN
PROFILE
KEY MAP
NTS
WELL HOUSE #3
END STATIONING
EDGE OF
GRAVEL
3.58' COVER
(MIN. COVER = 2.50')
DISTURBANCE
LIMIT 50'
EXISTING WATER MAIN
TIE-IN TO EXISTING VALVE
AT WELL HOUSE.
CONTRACTOR TO VERIFY
SIZE, DEPTH, AND
MATERIAL OF EXISTING.
SE
E
SH
EE
T C
1.
D C3.12
EXISTING OVERHEAD
POWER LINE
EXISTING UNDERGROUND
POWER LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11WATER MAIN
A
C3.12
A C3.12
TIE-IN TO EXISTING WELL HOUSE 5'
OUTSIDE OF BUILDING WITH ROMAC
COUPLING OR APPROVED SALIENT EQUAL.
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
S
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
ES(B)
W
VW
V
W V
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
W 4'
W 4'
W 4'
W 4'
W 4''
W 4''
W 4''
W 4''
W 4''
W S
W 8''
S
S
S
S
S
S
S
S
S
S
S
S
WS
WS
WS
WS
WS
W S
W S
WS
S
S
S
S
S
S
S
S
S
S
S
S
SS
BEGIN CURVE:
N 2057338.93
BEGIN CURVE:
N 2057412.93 E 7190038.25
END CURVE:
N 2057427.04 E 7190045.39
FW
400+00
FW 40
1+
FW 40
2+
FW
403+00
FW
404+00
FW
405+00
1'' WATER SERVICE
CONNECTION
STA: FW 400+02.07
EXISTING WATER
MAIN CROSSING
STA: FW 402+60.68
90 DEG. BEND
STA: FW 400+00.00
90 DEG. BEND
STA: FW 402+64.57
BLOWOFF VALVE
STA: FW 402+67.64
-169
-168
-167
-166
-165
-16
-168
-167
-166
-164
-169
-168
-167
-190
-180
-170
-160
-150
-140
-130
-190
-180
-170
-160
-150
-140
-130
FW 400+00
-1
.3
-1
.3
-1
.6
-1
.5
-1
.8
-1
.8
-1
.1
-1
.1
-1
.1
-1
.3
FW 401+00
-1
.3
-1
.6
-1
.7
-1
.8
-1
.9
-1
.1
-1
.1
-1
.3
-1
.4
-1
.6
FW 402+00
-1
.7
-1
.9
-1
.9
-1
.1
-1
.0
-1
.4
-1
.3
-1
.6
-1
.2
-1
.3
FW 403+00
-1
.4
-1
.9
-1
.1
-1
.5
-1
.7
-1
.0
-1
.7
-1
.6
-1
.9
-1
.2
FW 404+00
-1
.6
-1
.7
-1
.2
-1
.3
-1
.9
-1
.8
-1
.0
-1
.4
-1
.5
-1
.0
FW 405+00
-1
.1
-1
.5
ST
A:
F W
+6 4.
T.
O .P
. E
LE
V:
-1
.7
D
EG
. B
EN
D
ST
A:
FW
+6
7.
T.
O
.P . E
LE
V:
-1
.7
BL
O
W O
FF
V
AL
VE
ST
A:
F W
+0 0.
T.
O .P
. E
LE
V:
-1
.3
D
EG
. B
EN
D
ST
A:
F W
+6 1.
T.
O .P
. E
LE
V:
-1
.8
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+5 4.
T.
O .P
E
LE
V:
-1
.5
PR
O
PO
SE
D S
EW
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+0 2.
T.
O .P
. E
LE
V:
-1
.3
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+6 0.
T.
O .P
. E
LE
V:
-1
.1
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+7 5.
T.
O .P
. E
LE
V:
-1
.6
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
FO(D)
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
SUNSET CAMPGROUND
178069
88 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.63
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
4'' HDPE DR 17
APPROXIMATE EXISTING
GROUND SURFACE
WATER SERVICE TO
COMFORT STATION
SEE SHEET C3.7
SEE SHEET C1.28
SEE SHEET C4.35
START
STATIONING
1" WATER SERVICE
CONNECTION
STA: FW 402+61.94
3.47' COVER
(MIN. COVER = 2.50')
EXISTING
WATER MAIN
EXISTING SANITARY
SEWER MAIN
DISTURBANCE LIMIT 50'
PROPOSED SEWER
MAIN CROSSING
STA: FW 402+54.21
SEE SHEET C1.64
D C3.12
SUNSET C
AMPGROUND
ROAD
SUNSET CAMPGROUND
ROAD
SUNSET CAMPGROUND
ROAD
SUNSET CAMPGROUND
ROAD
SUNSET CAMPGROUND
ROAD
WATER MAIN
4''
HDPE D
R 17
WATER M
AIN
A C3.16
PROPOSED
SEWER MAIN
D C3.15
REMOVE WHEEL
STOPS AND REINSTALL
AFTER CONSTRUCTION
(TYP.)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
S
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)EW(D
EW(D
EW(D
EW(D
EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D)
EW(D)
EW(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
ES(D
ES(D
ES(D
ES(D
ES(D
ES(D
ES(D
ES(D
ES(D
ES(D)
ES(D)
ES(D)
ES(B)
ES(B)
ES(B)
ES(B)
W
W V
W V
W V
W V
W V
W V
W V
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
EW(D)
EW(D)
EW(D)
EW(D)
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
ES(D)
ES(D)
ES(D)
ES(D)
ES(D) ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW
(D
EW
(D
EW
(D
EW(D
EW(D
EW(D
EW(D
EW(D
EW(D
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D)EW
(B)
EW
(B)
EW
(B)
EW
(B)
W 4'
W 4''
W 4''
W 4'' W 4''
W 4''
W S
W 8''
W 8''
W 8''
G V
G V
S
S
S
S
S
S
S
S
W S
W S
W S
W S
W S
W S
PRV
W S
W S
W S
W S
W S
GV
GV
G V
H Y D
S
S
S
S
S
S
SS
S
S
SS
SS
SS
SS
SS
BEGIN CURVE:
N 2057338.93 E 7190007.21
END CURVE:
N 2057371.78 E 7190025.07
L=37.87' R=100.00 D=21°41'47"
BEGIN CURVE:
N 2057412.93 E 7190038.25
END CURVE:
N 2057427.04 E 7190045.39
L=15.86' R=50.00 D=18°10'26"
FW
404+00
FW
405+00
FW 406+00
FW 407+00FW 407+15
EXISTING WATER
MAIN CROSSING
STA: FW 405+46.28
EXISTING WATER
MAIN CROSSING
STA: FW 405+47.53 4'' GATE VALVE
STA: FW 405+50.19
EXISTING WATER
MAIN CROSSING
STA: FW 406+29.68
EXISTING WATER
MAIN CROSSING
STA: FW 407+13.42
PRESSURE
REDUCING VALVE
STA: FW 406+72.98
4'' GATE VALVE
STA: FW 407+11.96
RPZ BACKFLOW
PREVENTER
STA:FW 406+64.22
8'' X 6'' TEE
STA:FW 407+15.46
45 DEG. BEND
STA: FW 405+47.37
6" X 4'' TEE
STA:FW 405+54.56
-165
-167
-166
-164
-165
-166
-164
6" X 4" REDUCER
STA:FW 405+53.10
-1
-155
-164
-163
-1
-163
-162
-161
-1
-1
-1
-156
-154
-190
-180
-170
-160
-150
-140
-130
-120
-190
-180
-170
-160
-150
-140
-130
-120
FW 405+00
-1
.1
-1
.5
-1
.3
-1
.1
-1
.7
-1
.6
-1
.5
-1
.5
-1
.7
-1
.4
FW 406+00
-1
.6
-1
.4
-1
.4
-1
.3
-1
.1
-1
.1
-1
.1
-1
.0
-1
.2
-1
.0
FW 407+00
-1
.3
-1
.9
FW 407+20
ST
A:
F W
+4 0.
T.
O .P
. E
LE
V:
-1
.2
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+1 9.
T.
O .P
. E
LE
V:
-1
.4
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+0 6.
T.
O .P
. E
LE
V:
-1
.5
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+1 3.
T.
O .P
. E
LE
V:
-1
.2
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+7 2.
T.
O .P
. E
LE
V:
-1
.0
PR
ES
SU
R
E R
ED
U
C
IN
G V
AL
VE
ST
A:
F W
+1 1.
T.
O .P
E
LE
V:
-1
.6
8' ' G
AT
E
VA
LV
E
ST
A:
F W
+2 9.
T.
O .P
. E
LE
V:
-1
.3
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+4 7.
T.
O .P
. E
LE
V:
-1
.5
1" W
AT
ER
S
ER
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+5 0.
T.
O .P
E
LE
V:
-1
.5
8' ' G
AT
E
VA
LV
E
ST
A:
F W
+4 6.
T.
O .P
. E
LE
V:
-1
.3
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+6 4.
T.
O .P
. E
LE
V:
-1
.0
R
PZ
B
AC
KF
LO
W P
R
EV
EN
TE
R
ST
A:
F W
+1 5.
T.
O .P
. E
LE
V:
-1
.5
8" X
" T
EE
ST
A:
F W
+5 4.
T.
O .P
. E
LE
V:
-1
.4
6" X
" T
EE
ST
A:
F W
+5 3.
T.
O .P
. E
LE
V:
-1
.6
6" X
" R
ED
U
C
ER
ST
A:
F W
+1 6.
T.
O .P
. E
LE
V:
-1
.4
6" X
" H
YD
R
AN
T
TE
E
FO(D)
SEE SHEET C1.6
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
SUNSET CAMPGROUND
178069
89 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.64
20 0 20 40
SCALE OF FEET
10 0 10 20
HORIZ.
VERT.
PLAN
PROFILE
KEY MAP
NTS
APPROXIMATE EXISTING
GROUND SURFACE
COMFORT STATION
SEE SHEET C1.8
SEE SHEET C4.37
END STATIONING
EXISTING
WATER MAIN
EXISTING SANITARY
SEWER MAIN
DISTURBANCE LIMIT 50'
D
C3.12
3.96' COVER
(MIN. COVER= 2.50')
1" WATER SERVICE
CONNECTION
STA: FW 406+40.84
SUNSET CAMPGROUND
ROAD
SUNSET CAMPGROUND
ROAD
SUNSET
CAMPGROUND
ROAD
PROTECT TREE IN PLACE
(TYP. ALL TREES WITHIN
DISTURBANCE LIMIT
UNLESS CALLED OUT ON
SHEET X1.0)
B C3.15
1" WATER SERVICE
CONNECTION
STA: FW 406+19.34
1" WATER SERVICE
CONNECTION
STA: FW 406+06.16
EXISTING
WATER MAIN
4'' HDPE DR 17
WATER MAIN
6'' HDPE DR 17
WATER MAIN
B C3.20
D C3.16
WATER SERVICE TO
WATER SPIGOT
SEE SHEET C3.7
A C3.12
SEE SHEET
C1.65 & C1.66
A C3.12
6'' HDPE DR 17
WATER MAIN
6" X 6" HYDRANT TEE
STA: FW 406+16.02
INSTALL NEW
FIRE HYDRANT
A C3.14
C C3.14
4'' HDPE DR 17
ATER MAIN
S
S
S
S
S
S
S
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
S
E
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D) EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
E
WV
WV
WV
ES
(B
ES
(B
ES
(B
ES
(B
ES
(B
ES
(B
ES
(B
ES
(B
ES
(B
ES
(B
ES
(B
EW(B)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW(D)
EW(D)
EW(D)
EW
(B)
FW 410+00
FW 411+00
FW 412+00
FW
3+
FW
4+
FW
5+
-165
-166
-164
-163
-16
-164
-16
-1
-16
-159
-158
W 4''
W 4''
W 4''
W 4''
W 4''
W 4'
W
W 4'
W 4'
W S
W S
FW 410+00
FW 411+00
FW 412+00
FW
3+
FW
4+
FW
5+
90 DEG. BEND
STA: FW 412+91.98
ARV
AIR RELEASE VALVE
STA: FW 412+87.69
S
S
S
S
S
S
S
S
W S
W S
W S
W S
W S
W S
W S
W S
W S
-180
-170
-160
-150
-140
-130
-180
-170
-160
-150
-140
-130
FW 410+00
-1
.3
-1
.3
-1
.0
-1
.9
-1
.7
-1
.5
-1
.4
-1
.1
-1
.1
-1
.7
FW 411+00
-1
.7
-1
.3
-1
.3
-1
.9
-1
.8
-1
.4
-1
.3
-1
.0
-1
.9
-1
.6
FW 412+00
-1
.5
-1
.2
-1
.1
-1
.8
-1
.7
-1
.4
-1
.2
-1
.0
-1
.7
-1
.6
FW 413+00
-1
.5
-1
.4
-1
.8
-1
.8
-1
.1
-1
.1
-1
.4
-1
.4
-1
.6
-1
.7
FW 414+00
-1
.9
-1
.0
-1
.1
-1
.3
-1
.2
-1
.6
-1
.5
-1
.9
-1
.8
-1
.3
FW 415+00
-1
.9
-1
.6
ST
A:
FW
+8
7.
T.
O
.P . E
LE
V:
-1
.5
AI
R
R
EL
EA
SE
V
AL
VE
ST
A:
F W
+6 8.
T.
O .P
. E
LE
V:
-1
.9
1" W
AT
ER
SE
R
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+0 0.
T.
O .P
. E
LE
V:
-1
.3
D
EG
. B
EN
D
ST
A:
F W
+0 4.
T.
O .P
. E
LE
V:
-1
.2
1" W
AT
ER
SE
R
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+9 6.
T.
O .P
. E
LE
V:
-1
.4
1" W
AT
ER
SE
R
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+6 2.
T.
O .P
. E
LE
V:
-1
.2
EX
IS
TI
N
G S
EW
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+9 1.
T.
O .P
. E
LE
V:
-1
.3
D
EG
. B
EN
D
ST
A:
F W
+7 4.
T.
O .P
. E
LE
V:
-1
.9
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+8 1.
T.
O .P
. E
LE
V:
-1
.8
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
FRONTAGE ROAD
FO(D)
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
SUNSET CAMPGROUND
178069
90 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.65
HORIZ.
VERT.
PLAN
PROFILE 20 0 20 40
SCALE OF FEET
10 0 10 20
KEY MAP
NTS
COMFORT STATION
SEE SHEET C4.36
1" WATER SERVICE
CONNECTION
STA: FW 412+68.28
EXISTING
WATER MAIN
EXISTING SANITARY
SEWER MAIN
EDGE OF
PAVEMENT
DISTURBANCE LIMIT 50'
4.08' COVER
(MIN. COVER = 2.50')
SEE SHEET C1.66
D C3.12
SUNSET CAMPGROUND
ROAD
SUNSET CAMPGROUND
ROAD
SU
N
SE
T
C
AM
PG
R
O U
N D
R O
AD
SUNSET CAMPGROUND
ROAD
EXISTING SEWER
MAIN CROSSING
STA: FW 412+62.41
1" WATER SERVICE
CONNECTION
STA: FW 410+04.69
90 DEG. BEND
STA: FW 410+00.37
APPROXIMATE EXISTING
GROUND SURFACE
4'' HDPE DR 17
WATER MAIN
4'' HDPE DR 17
WATER MAIN
EXISTING WATER
MAIN CROSSING
STA: FW 412+74.64
EXISTING WATER
MAIN CROSSING
STA: FW 412+81.13
START STATIONING
COMFORT
STATION
REMOVE WHEEL
STOPS AND REINSTALL
AFTER CONSTRUCTION
(TYP.)
A C3.18
S
S
S
SS
S S
S
SS
SS
SS
SS
SS
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
ES(B)
S
E
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(B)
EW
(D
EW
(D
EW
(D
EW
(D
EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW
(D
EW
(D
EW
(D
EW
(D
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(D)
ES(B)
ES(B)
ES(B)
ES(B)
ES(D)
W V
W V
W V
W
VW
V W
V
ES(B) ES(B) ES(B) ES(B) ES(B) ES(B) ES(B) ES(B) ES(B) ES(B) ES(B) ES(B) ES(B)
EW(D)EW(D)EW(D)EW(D)EW(D)EW(D)EW(D)EW(D)EW(D)EW(D)EW(D)EW(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
EW
(D)
ES(D) ES(D) ES(D) ES(D) ES(D) ES(D) ES(D) ES(D) ES(D) ES(D) ES(D) ES(D)
ES(D
ES(D
ES(D
ES(D
ES(D
ES(D
EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D) EW(D)
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW
(D
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(B)
EW(B)
EW(B)
EW(B)
FW 413+00 FW 414+00 FW 415+00
FW
5+
PROPOSED SEWER
MAIN CROSSING
415+43.69
-160
-164
-163
-162
-161
-164
-163
-162
-165
-167
-166
-1
-1
W 4''
W 4''
W 4'' W 4'' W 4'' W 4''
W 4''
W 4''
W 4''
W 4''
W S
WSWS
W 8''
W 8''
W 8''
W 8''
AR
V
GV
GV
S
S
S
S
S S
S S
W S
W S
W S
W S
W S
W S
PRV
W S
W S
W S
W S
W S
GV
GV
GV
H
Y D
Alignment - sunset SE
-180
-170
-160
-150
-140
-130
-120
-180
-170
-160
-150
-140
-130
-120
FW 415+00
-1
.9
-1
.6
-1
.9
-1
.9
-1
.2
-1
.0
-1
.4
-1
.1
FW 416+00
-1
.8
FW 416+20
-1
.7
ST
A:
F W
+5 3.
T.
O .P
. E
LE
V:
-1
.9
D
EG
. B
EN
D
ST
A:
F W
+3 4.
T.
O .P
. E
LE
V:
-1
.7
1" W
AT
ER
SE
R
VI
C
E C
O N
N
EC
TI
O
N
ST
A:
F W
+5 9.
T.
O .P
. E
LE
V:
-1
.4
4" X
" T
EE
ST
A:
F W
+5 9.
T.
O .P
. E
LE
V:
-1
.5
8' ' G
AT
E
VA
LV
E
ST
A:
F W
+5 6.
T.
O .P
. E
LE
V:
-1
.8
4' ' G
AT
E
VA
LV
E
ST
A:
F W
+4 3.
T.
O .P
. E
LE
V:
-1
.0
PR
O
PO
SE
D S
EW
ER
M
AI
N C
R O
SS
IN
G
ST
A:
F W
+3 6.
T.
O .P
. E
LE
V:
-1
.7
EX
IS
TI
N
G S
EW
ER
M
AI
N C
R O
SS
IN
G
FRONTAGE ROAD
FO(D)
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
SUNSET CAMPGROUND
178069
91 513
L. GRAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.66
20 0 20 40
SCALE OF FEET
10 0 10 20
HORIZ.
VERT.
PLAN
PROFILE
KEY MAP
NTS
COMFORT
STATION
SEE SHEET C1.64
SEE SHEET C1.8
SEE SHEET C4.16
EDGE OF
PAVEMENT
DISTURBANCE LIMIT 50'
4.70' COVER
(MIN. COVER = 2.50')
1" WATER SERVICE
CONNECTION
STA: FW 415+34.38
SE
E
SH
EE
T C
1.
D C3.12
SU
N
SET C
AM
PG
R
O U
N D
R O
AD
SU
N
SET
C
AM
PG
R O
U N
D R
O
AD
SU
N
SET
C
AM
PG
R O
U N
D R
O
AD
END STATIONING
EXISTING SANITARY
SEWER MAIN
SEE SHEET C4.37
4" x 4" TEE
STA: FW 415+59.66
EXISTING
WATER MAIN
EXISTING SEWER
MAIN CROSSING
STA: FW 415+36.98
45 DEG. BEND
STA: FW 415+53.54
4'' GATE VALVE
STA: FW 415+56.49
APPROXIMATE EXISTING
GROUND SURFACE
6'' HDPE DR 17WATER MAIN
6'' HDPE DR 17
WATER MAIN
A C3.16
A C3.12
EW(B)
EW(B) EW(B) EW(B) EW(B) EW(B) EW(B) EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
EW(B)
T
WM
EW(B)
EW
(D)
EW
(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D) EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
T
T
EW(B)
T
WV WV
WV WV
WV WV
WV WV
W 8''
W 8''
W 8''
ARV
W 8'' W 8''
PRV
G V
G V400+00
401+00
401+29
EXISTING WATER
MAIN CROSSING
STA: FW 401+16.52
22.5 & 45 DEG. BEND
STA: FW 401+13.47
EXISTING WATER
MAIN CROSSING
STA: FW 401+10.83
PRESSURE
REDUCING VALVE
STA: FW 400+12.37
RPZ BACKFLOW
PREVENTER
STA: FW 400+08.51
STA:FW 401+06.49
END HDD
STA:FW 400+63.42
BEGIN HDD
-1
-171
-1
-169 -168
-167
-190
-180
-170
-160
-150
-140
-130
-120
-190
-180
-170
-160
-150
-140
-130
-120
400+00
-1
.8
-1
.8
-1
.6
-1
.6
-1
.4
-1
.4
-1
.4
-1
.4
-1
.6
-1
.6
401+00
-1
.3
-1
.3
-1
.3
-1
.3
401+24.71
-1
.2
-1
.2
ST
A:
FW
+1
2.
T.
O
.P . E
LE
V:
-1
.6
PR
ES
SU
R
E R
ED
U
C
IN
G V
AL
VE
ST
A:
FW
+1
3.
T.
O
.P . E
LE
V:
-1
.3
.5
D
EG
. B
EN
D
ST
A:
FW
+1
6.
T.
O
.P . E
LE
V:
-1
.3
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
FW
+0
7.
T.
O
.P . E
LE
V:
-1
.4
EX
IS
TI
N
G W
AT
ER
M
AI
N C
R O
SS
IN
G
ST
A:
0+
.5
T.
O .P
. E
LE
V:
-1
.7
R
PZ
B
AC
KF
LO
W P
R
EV
EN
TE
R
FRONTAGE ROAD
FO(D)
FO(D)
EW(B)
EW(B)
EW(B)
WM
EW(B)
EW(B)
EW(B)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EW(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EIRR(D)
EW(B)
EW(B)
EW(B)
WV WV
WV WV
W 8'' W 8''
PRV
20 0 20 40
SCALE OF FEET
10 0 10 20
HORIZ.
VERT.
PLAN
PROFILE
KEY MAP
NTS
POTENTIAL DISTURBANCE
AREA. LOCATION FOR
40'X20'X6' HDD BORE PIT
EDGE OF
PAVEMENT
3.62' COVER
(MIN COVER = 2.50')
EXISTING WATER MAIN
EXISTING WATER MAIN
EXISTING WATER MAIN
8" TEE AS SHOWN ON
SHEET C1.29
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
178069
318717
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
FURNACE CREEK WATER
PLAN & PROFILE
RANCH
178069
92 513
L. GEAEF
L. GRAEF
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 01-
C1.67
SEE SHEET C1.29
SEE SHEET C1.29
END STATIONING
START STATIONING
TIE INTO EXISTING
WATER LINE
DEATH VALLEY SCENIC
BYW
AY, CA SR-190
PROTECT TREE IN PLACE
(TYP. ALL TREES WITHIN
DISTURBANCE LIMIT
UNLESS CALLED OUT ON
SHEET X1.0)
B C3.15
EXISTING
IRRIGATION LINE
APPROXIMATE EXISTING
GROUND SURFACE
8'' HDPE DR 11
WATER MAIN
8'' HDPE DR 11
WATER MAIN
A C3.19
B C3.20
BLOWUP PLAN
(SCALE 1" = 5')
PRESSURE
REDUCING VALVE
RPZ BACKFLOW
PREVENTER
TIE INTO EXISTING
WATER LINE AFTER
VALVE VAULT WITH
11.25° BEND AND
ROMAC ALPHA
COUPLINGS OR
SALIENT EQUAL
EXISTING VALVE VAULT
TO BE DEMOLISHED,
SEE SHEET X1.0
REMOVE EXISTING
VALVE VAULT, SEE
DEMO SHEET X1.0
A C3.19
B C3.20
HORIZONTAL
DIRECTIONAL
DRILLING 43.07'
OPEN TRENCH
EXCAVATION 63.42'
OPEN TRENCH
EXCAVATION 18.22'
C C
CC50
CC54
CC51
CC52
CC348
CC318
CC57
CC55
CC345
CC321
CC39
CC49
CC355
CC356
CC48
CC145
PV363
PV354
NHA
C C
Q
C C
Q
C C
Q
C C
Q
C C
Q
C C
Q
C
C Q
C C
Q
C C
Q
NHA
CHP
CCQ139
CCQ138
CCQ140
CCQ205
CCQ206
CCQ214
CCQ323
CCQ209
CCQ363
CCQ123
CCQ121
CCQ122
CCQ359
CCQ126
CCQ127
CCQ210
TEACHERAGE
CCQ213
CC69
CCQ128
CCQ129 CCQ358
CCQ328
CCQ329
CCQ
C C
Q
CCQ357
CCQ110
CCQ211
CCQ212
CCQ68
CCQ1
CCQ324
CCQ34
C C
Q
CCQ220
CalTrans
CalTrans
CalTrans
SCHOOL
CCQ364
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
500 0 500 1000
SCALE OF FEET
EXISTING WELLS
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
178069
318717
COW CREEK WATER
SHEET INDEX
178069
93 513
N. DODD
N. DODD
M. WHELEHON
1.17.2025
DEATH VALLEY
NATIONAL PARK
318717 02-
C2.0
COW CREEK WATER SHEET INDEX
CONCRETE IRRIGATION
VALVE VAULT
COW CREEK
ADMIN/MAINTENANCE
AREA
COYOTE LOOP
COW CREEK
LIFT STATION
BUILDING, SEE
ARCHITECTURAL
SHEETS
POOL
SALT PAN VISTA RV AREA
LIFT STATION TO POOL
SEE SHEETS C2.4-C2.8
SALT PAN VISTA
SEE SHEETS C2.1-C2.3
POOL FILTRATION BUILDING,
SEE ARCHITECTURAL SHEETS
SIMMS CIRCLE
RV AREA
DEATH VALLEY
ELEMENTARY SCHOOL
EXISTING RO
TREATMENT BUILDING
350,000 GAL
WATER TANK
COW CREEK
HOUSING AREA
PROPOSED WELL
TIMBIDINA'A
(NEVARES)
SPRINGS
NEVARES SPRINGS DRIVE
OLD GHOST ROAD
SKYLINE DRIVE
SALT PAN VISTA TO SCHOOL
SEE SHEETS C2.47-C2.49
SIMM'S CIRCLE AREA
SEE SHEET C2.46
COYOTE LOOP
SEE SHEETS C2.55-C2.58
OLD GHOST ROAD TO RO
SEE SHEETS C2.9-C2.26
NON-POTABLE TO DITCH
SEE SHEET C2.60
HOUSING AREA EAST PULLOFF
SEE SHEET C2.59
HOUSING AREA NORTH
SEE SHEETS C2.50-C2.54
NON-POTABLE RO AREA
SEE SHEET C2.61 RO PLANT TO SOURCE
SEE SHEETS C2.15-C2.45
START
STATIONING
START STATIONING
END STATIONING
END STATIONING
END STATIONING
START
STATIONING
END STATIONING
START STATIONING
END STATIONING
END STATIONING START STATIONING
END STATIONING
COYOTE LOOP LIFT
STATION BUILDING, SEE
ARCHITECTURAL SHEETS PROPOSED COW CREEK RO
TREATMENT BUILDING, SEE
ARCHITECTURAL SHEETS
*WATER SERVICES NOT SHOWN*
DEATH VALLEY NATURAL
HISTORY ASSOCIATION
DEATH VALLEY
SCENIC BYWAY, CA
SR-190 TO FURNACE
CREEK (OFF SHEET)
NOTE:
1.
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