100kTankPower_0010.pdf
PDF 3 MB Posted
- Attached to
- ORPI 240841 Replace Primary Water System for Maint Federal contract opportunity
- Solicitation number
- 140P2025R0080
About this file
These are two engineering design drawings for a water pipeline project located at Cactus National Monument, specifically documenting the North Water Pipeline Profile from stations 75+00 to 86+05.00. The detailed civil engineering plans show a complex water infrastructure installation involving multiple components including:
Key design specifications include installing 6" and 8" C900 PVC pipes, gate valves, multiple 22.5° and 45° bends, MJ sleeves, and a 2" HDPE DR 9 pipe from a well house to a 100K tank. The project involves numerous utility crossings that require protection or abandonment, including existing water, electric, communications, gas, and sanitary infrastructure. Notable site-specific details include hydrant installations, campground water service replacements, and precise elevation tracking between 1680-1720 feet, with careful consideration of minimum burial depths and vertical separations between utilities as specified in the project notes.
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Text version
80+00 81+00 82+00 83+00 84+00 85+00 86+00 86+25
.9
.8
.2
.5
.6
.9
.3
.4
.5
.6
.8
.7
.4
80+00 81+00 82+00 83+00 84+00 85+00 86+00 86+25
6" C900 PVC
PROTECT EXISTING
ELECTRIC CROSSING
EXISTING WATER
CROSSINGS (2)
ABANDON IN PLACE PROTECT EXISTING
SANITARY CROSSING
EXISTING WATER
CROSSING
ABANDON IN PLACE
EXISTING WATER
CROSSING
ABANDON IN PLACE
EXISTING WATER
CROSSING
ABANDON IN PLACE
EXISTING WATER CROSSING
ABANDON IN PLACE
PROTECT EXISTING ELECTRIC &
COMMUNICATIONS CROSSING
6" GATE VALVE
INV. ELV=1698.82
6 '' 22.5° BEND
INV. ELV=1697.38 6 '' 45° BEND
INV. ELV=1697.82
HYDRANT, 6" GATE VALVE,
6" X 6" TEE
INV. ELV=1702.46
HYDRANT, 6" GATE VALVE,
6 '' 90° BEND
INV. ELV=1710.98
8" X 6" TEE
INV. ELV=1699.74
6" MJ SLEEVE
6" MJ SLEEVE
6" MJ SLEEVE
EXISTING GRADE
6 '' 22.5° BEND
INV. ELV=1698.92
6 '' 22.5° BEND
INV. ELV=1706.41 EXISTING WATER CROSSING
ABANDON IN PLACE
PROTECT EXISTING
GAS CROSSING
PROTECT EXISTING
ELECTRIC CROSSING
PROTECT EXISTING
ELECTRIC &
COMMUNICATIONS CROSSING
6 '' 11.25° BEND
INV. ELV=1701.71
EXISTING WATER CROSSING
ABANDON IN PLACE
6" MJ SLEEVE
00+82
00+83
+84
00+85
00+86 03.15+86
6 '' 22.5° BEND
STA = 80+51.79
6 '' 45° BEND
STA = 81+09.41
PROTECT EXISTING
ELECTRIC CROSSING
EXISTING WATER
CROSSINGS (2)
ABANDON IN PLACE
BACKFLOW PREVENTER
SEE DETAIL 3 SHEET C506
RV CAMP SITE
(TYP.)
REMOVE EXISTING
HYDRANT AND VALVE
DUPLEX HOUSING
UNITS 50/51
REPLACE CAMPGROUND
WATER SERVICE, 1" HDPE,
SPIGOT, PRV AND CONCRETE
PAD PER DETAIL (TYP.)
PROTECT EXISTING ELECTRIC &
COMMUNICATIONS CROSSING
EXISTING WATER CROSSING
ABANDON IN PLACE
EXISTING WATER
CROSSING
ABANDON IN PLACE
EXISTING WATER
CROSSINGS (2)
ABANDON IN PLACE
PROTECT EXISTING ELECTRIC &
COMMUNICATIONS CROSSING
PROTECT EXISTING
GAS CROSSING
PROTECT EXISTING
SANITARY CROSSING
2" FIRE SVC - CONNECT
TO EXISTING
BACKFLOW PREVENTER
SMITH BUILDING
SONORA BUILDING
HYDRANT, 6" GATE VALVE,
6 '' 90° BEND
STA = 86+03.15
HYDRANT, 6" GATE VALVE,
6" X 6" TEE
STA = 82+84.28
HYDRANT, 5-FT OFFSET
FROM EDGE OF PAVEMENT
STA = 86+03.15
OFFSET = 37.13'
HYDRANT, 5-FT OFFSET
FROM EDGE OF PAVEMENT
STA = 82+84.28
OFFSET = -15.45'
6" MJ SLEEVE
STA = 82+18.27
6" MJ SLEEVE
STA = 83+34.02
6" MJ SLEEVE
STA = 84+75.24
6 '' 22.5° BEND
STA = 84+43.62
6 '' 22.5° BEND
STA = 81+52.79
EXISTING WATER CROSSING
ABANDON IN PLACE
6" GATE VALVE
APPROX. STA = 80+03.61
8" X 6" TEE
STA 80+00.00 = STA 74+53.33
6 '' 11.25° BEND
STA = 82+60.07
6" MJ SLEEVE
STA = 83+74.02
EXISTING WATER CROSSING
ABANDON IN PLACE
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.A/E FIRM TITLE OF DRAWING
AJC ARCHITECTS
SALT LAKE CITY,
UT 84104
240821
ORGAN PIPE CACTUS NATIONAL MONUMENT 86
SEH
DURANGO, CO
81301
Sa ve
: 6 /1
7/
:1
AM
br is k
Pl ot
: 7 /1
2/
:3
PM
X:
\A E\
A\
AJ
C
AR
\1
9\
5-fin al -d sg n\
-d ra w in gs
\1 0-
C iv il\ ca d\ dw g\ sh ee t\C
-W
AT
ER
P
PR
O
-N O
R
TH
.d w g
KEY MAP
(NTS)
kmanderson Oval
75+00 76+00 77+00 78+00 78+50
.7
.5
.4
.3
.9
.8
75+00 76+00 77+00 78+00 78+50
8 '' 22.5° BEND
INV. ELV=1692.23
EXISTING GRADE
8" C900 PVC
8" GATE VALVE
INV. ELV=1691.73
8" X 8" TEE
INV. ELV=1691.23
8" MJ SLEEVE
8" MJ SLEEVE
8" MJ SLEEVE
00+75
00+76
00+77 92.35 +77
INSTALL 8-IN C900 PVC
INSTALL 2-IN HDPE
DR 9 FROM WELL HOUSE TO
100K TANK IN SAME TRENCH
INSTALL 6-IN C900 PVC
8 '' 22.5° BEND
STA = 77+77.35
8" X 8" TEE
STA 77+92.35 = STA 27+22.73
8" GATE VALVE
APPROX. STA = 77+87.35
REFER TO GENERAL NOTES
8" MJ SLEEVE
STA = 75+07.35
8" MJ SLEEVE
STA = 77+37.35
8" MJ SLEEVE
STA = 77+57.35
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.A/E FIRM TITLE OF DRAWING
AJC ARCHITECTS
SALT LAKE CITY,
UT 84104
240821
ORGAN PIPE CACTUS NATIONAL MONUMENT 86
SEH
DURANGO, CO
81301
Sa ve
: 6 /1
7/
:1
AM
br is k
Pl ot
: 7 /1
2/
:3
PM
X:
\A E\
A\
AJ
C
AR
\1
9\
5-fin al -d sg n\
-d ra w in gs
\1 0-
C iv il\ ca d\ dw g\ sh ee t\C
-W
AT
ER
P
PR
O
-N O
R
TH
.d w g
KEY MAP
(NTS)
kmanderson Oval
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