1240LS25Q0052 GAOA Pleasant Creek Water System Attachment A Material Reference Information.pdf
PDF 3 MB Posted
- Attached to
- GAOA Pleasant Creek Water System Federal contract opportunity
- Solicitation number
- 1240LS25Q0052
- Issued by
- Department of Agriculture Forest Service
About this file
These engineering design drawings detail a water system infrastructure improvement project for the Fishlake National Forest campgrounds in Garfield County, Utah. The United States Department of Agriculture Forest Service is implementing Phase 2 of the GAOA Fishlake Campground Water System Deferred Maintenance project, which involves upgrading water systems at Pleasant Creek and Oak Creek Campgrounds.
The project scope includes installing new high-density polyethylene (HDPE) waterlines, stainless steel potable water storage tanks, valves, hydrants, and utility boxes. Specific tasks include: replacing existing waterlines, installing new water distribution and supply lines, replacing water storage tanks, installing new hydrants with aggregate pads, implementing daylight drains, and repairing asphalt where trenching occurs. The project is located approximately 19 miles south of Torrey, Utah, with GPS coordinates of 38.094218°, -111.348224°, and will upgrade the water infrastructure across multiple campground locations within the Fremont River District of Fishlake National Forest.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1240LS25Q0052 GAOA Pleasant Creek Water System Amendment 0001 Q and A.pdf | ||
| 1240LS25Q0052 GAOA Pleasant Creek Water System Amendment 0001 Q and A.pdf | ||
| 1240LS25Q0052 GAOA Pleasant Creek Water System Combined Synopsis RFQ.pdf |
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Text version
FOREST LOCATION
SHEET OF
United States Department of Agriculture Forest Service
1 25
THE PROJECT IS LOCATED AT THE PLEASANT CREEK AND OAK CREEK CAMPGROUNDS ON THE FREMONT RIVER DISTRICT OF THE FISHLAKE NATIONAL FOREST, GARFIELD COUNTY, UTAH. GPS COORDINATES: 38.094218°, -111.348224°. IT IS LOCATED APPROXIMATELY 19 MILES BY ROAD SOUTH OF TORREY, UTAH. FROM RICHFIELD, THE PROJECT MAY BE ACCESSED VIA INTERSTATE 70, UTAH HIGHWAY 24 AND HIGHWAY 12.
APPROVED:
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
3/1 0/2
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UTAH
GARFIELD COUNTY
R4 INTERMOUNTAIN REGION
FISHLAKE NATIONAL FOREST
FREMONT RIVER DISTRICT
GAOA FISHLAKE CAMPGROUND
WATER SYSTEM DEFERRED MTNC
PHASE 2
INDEX OF SHEETS
SHEET DWG SHEET TITLE
1 G1 COVER SHEET
2 G2 GENERAL NOTES AND LEGEND
3 W1 WATER SYSTEM OVERVIEW AND SHEET INDEX
4 W2 MAIN WATERLINE PLAN AND PROFILE
5 W3 MAIN WATERLINE PLAN AND PROFILE
6 W4 MAIN WATERLINE PLAN AND PROFILE
7 W5 MAIN WATERLINE PLAN AND PROFILE
8 W6 MAIN WATERLINE PLAN AND PROFILE
9 W7 MAIN WATERLINE PLAN AND PROFILE
10 W8 MAIN WATERLINE PLAN AND PROFILE
11 W9 MAIN WATERLINE PLAN AND PROFILE
12 W10 MAIN WATERLINE PLAN AND PROFILE
13 W11 OAK CREEK TANK SUPPLY LINE PLAN AND PROFILE
14 W12 OAK CREEK TANK SUPPLY LINE PLAN AND PROFILE
15 W13 OAK CREEK TANK SUPPLY LINE PLAN AND PROFILE
16 W14 OAK CREEK TANK SUPPLY LINE PLAN AND PROFILE
17 W15 OAK CREEK DISTRIBUTION LINE PLAN AND PROFILE
18 W16 OAK CREEK DISTRIBUTION LINE PLAN AND PROFILE
19 W17 OAK CREEK DISTRIBUTION LINE PLAN AND PROFILE
20 D1 DAYLIGHT DRAIN, VALVE, VALVE BOX AND TRENCH DETAILS
21 D2 HYDRANT DETAILS
22 D3 POTABLE WATER STORAGE TANK
23 D4 TANK ACCESS OPENING
24 D5 UTILITY BOX, TANK INLET AND PUMPOUT DRAIN DETAILS
25 D6 UTILITY BOX WITH PRESSURE REDUCING VALVE AND SCREENED
VENT DETAILS
PROJECT LOCATION
VICINITY MAP
RICHFIELD, UT
PROJECT SITE
MAPLE GROVE CAMPGROUND
THIS PROJECT INCLUDES IMPROVING AND REPLACING PORTIONS OF THE POTABLE
WATER SYSTEM.
THE WORK INCLUDES:
1. INSTALLING NEW HDPE WATERLINE AND TRENCH.
2. INSTALLING NEW STAINLESS STEEL POTABLE WATER TANKS.
3. INSTALLING NEW VALVES, DRAINS AND CAMPGROUND WATER HYDRANTS.
4. REINSTALLING EXISTING TANK LEVEL ELECTRICAL CONTROLS IN NEW TANK.
5. INSTALLING PRECAST CONCRETE UTILITY BOXES
6. REPAIRING ASPHALT
PROJECT DESCRIPTION
TORREY, UT
W
LEGEND:
NEW WATERLINE
EXISTING WATERLINE
EXISTING FENCE LINE
DAYLIGHT DRAIN
PUMPOUT DRAIN
CURB VALVE AND BOX - SIZE VARIES
HYDRANT - STANDARD TYPE A, UNLESS OTHERWISE NOTED
UTILITY BOX WITH PRESSURE REDUCING VALVE
UTILITY BOX - TYPE AS SPECIFIED
WATER METER AND BOX
CREEK
EXISTING AGGREGATE ROAD
EXISTING ASPHALT ROAD
MAJOR CONTOUR AND ELEVATION (FEET)
NOTE: EXISTING SYMBOLS ARE LIGHT/GRAY;
NEW SYMBOLS ARE SOLID/DARK
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X
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DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
GENERAL NOTES
AND LEGEND
D. WEWER
D. WEWER
R. ANDERSON
G2 2 25
ABBREVIATION LEGEND:
(##) .... EXISTING ELEVATION
BLDG.... BUILDING
CL ......... CENTER LINE
CONC .. CONCRETE
CP SURVEY CONTROL POINT
FF ........ FINISHED FLOOR
FG ....... FINISHED GRADE
FL .........FLOWLINE
GRD.... GROUND
HDPE ...HIGH DENSITY POLYETHYLENE
INV ..... INVERT
LPG..... LIQUEFIED PETROLEUM GAS
MH...... MAN HOLE
MIN ...... MINIMUM
PC ....... POINT OF CURVE
POC..... POINT ON CURVE
PT........ POINT OF TANGENT
W ....... WATER
NOTES:
1. THE TOPOGRAPHY USED FOR THE DESIGN WAS GENERATED FROM LIDAR DATA. ON THE
GROUND CONTROL POINTS DO NOT EXIST.
2. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN. SLOPE MAY BE REDUCED
TO 1% WHERE SHOWN ON THE PLANS.
3. BURY WATERLINE A MINIMUM OF 36 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED TO
MAINTAIN THE MINIMUM SLOPE TO DRAIN.
4. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HYDRANTS SHALL BE APPROVED
BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
5. THE LOCATION OF UNDERGROUND UTILITY PIPE LINES AND STRUCTURES SHOWN ON THE
PLANS WERE OBTAINED FROM EXISTING SITE PLANS, THE SITE SURVEY AND EVIDENCE IN
THE FIELD. THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION
OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL
811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE
FOUND, NOTIFY THE CONTRACTING OFFICER.
6. WHERE WATER SYSTEM DRAINS CANNOT BE DAYLIGHTED, PUMP OUT DRAINS MAY BE
SUBSTITUTED. SEE DETAIL ON SHEET D5. SPRING AND TANK OVERFLOW/DRAINS MUST
BE DAYLIGHTED.
7. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL
PIPE DIAMETER.
NOM. PIPE DIA. MIN. BENDING RADIUS
2" 5'-0" 3" 7'-6"
8. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.
9. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE
CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION.
THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE
CLEARING LIMITS.
10. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN
MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE
CONTRACTING OFFICER. USE HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS TO
GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS FOR CONNECTIONS TO PVC
PIPE. COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED.
11. WHERE UTILITY LINES CROSS ASPHALT ROADS, SAW CUT AND REPAIR WITH NEW
ASPHALT. SEE TRENCH DETAIL, SHEET D1. THE CONTRACTOR SHALL SAWCUT AND
REMOVE EXISTING ASPHALT AND HAUL TO A LANDFILL.
12. WHERE ENCOUNTERED, REMOVE AND DISPOSE OF EXISTING WATERLINE TO A DEPTH OF
12" BELOW FINISHED GRADE. CAP AND ABANDON REMAINDER IN PLACE.
13. WATERLINES SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM VAULT TOILETS AND
SEPTIC TANKS.
14. ON LATERALS AND DRAINLINES, INSTALL CURB VALVES AND BOXES 2 FEET FROM TEE OR
LINE TO BE DRAINED UNLESS SHOWN OTHERWISE.
15. ALL HYDRANT LATERALS SHALL BE 2" HDPE UNLESS DESIGNATED OTHERWISE. SLOPE
ALL HYDRANT LATERALS TO DRAIN TOWARD THE MAINLINE.
16. INSTALL CONCRETE OR OTHER PERMANENT MARKER AT SURFACE DIRECTLY OVER THE
CAPS ON THE "2-INCH HDPE FOR FUTURE USE" PIPE FOR FUTURE IDENTIFICATION.
17. DO NOT INSTALL HYDRANTS, WATER METERS, PRESSURE REDUCING VALVES OR ANY
OTHER PLUMBING IN THE UTILITY BOXES OR BUILDINGS UNTIL THE UPSTREAM
WATERLINES HAVE BEEN FULLY FLUSHED OF DEBRIS ACCORDING TO THE
SPECIFICATIONS.
18. CURB VALVE AND BOX SIZE TO MATCH WATERLINE SIZE WHERE IT IS INSTALLED.
19. STAKING WILL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE
CONTRACTING OFFICER.
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
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GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
WATER SYSTEM
OVERVIEW
AND SHEET INDEX
D. WEWER
D. WEWER
R. ANDERSON
W1 3 25
EXISTING SPRING DEVELOPMENT AND HEADBOX
EXISTING CHLORINATOR AND STORAGE TANK
EXISTING HYDRAULIC RAM PUMP
EXISTING HYDRANT
(FILL STATION FOR DISPERSED CAMPERS)
EXISTING OAK CREEK TANK
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
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SHEET W3
SHEET W4
SHEET W6 SHEET W7
SHEET W8
SHEET W
SHEET W10
SHEET W5
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UPPER AND LOWER
PLEASANT CREEK
CAMPGROUNDS
OAK CREEK
CAMPGROUND
EXISTING 2" HDPE TO REMAIN
UTAH HIGHWAY 12
TO TORREY, UT
(19 MILES)
TO BOULDER, UT
(18 MILES)
EXISTING 2-TRACK ROAD
TO LOWER BOWNS
RESERVOIR AND
CAMPGROUNDFO
R
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T R
O
AD
FOREST ROAD 567
BEGIN MAIN WATERLINE ALIGNMENT END MAIN WATERLINE ALIGNMENT
BEGIN OAK CREEK TANK
SUPPLY LINE ALIGNMENT
BEGIN OAK DISTRIBUTION
LINE ALIGNMENT
END OAK DISTRIBUTION
LINE ALIGNMENT
END OAK CREEK TANK
SUPPLY LINE ALIGNMENT
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200'
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1+00 2+00
3+00 4+00 5+00
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PI: 0
+1
2.5
PI
: 4
+6 5.
0+00 1+00 2+00 3+00
3+00 4+00 5+00 6+00 6+50
-13.3%
-12.3%
-10.2%
-2.8%
-7.9%
-5.1%
-16.5%
-10.1%
STA = 0+00.0
ELEV = 8817.0
ST
A
2+
.1
EL
EV
6.
STA = 2+90.9
ELEV = 8781.3
ST
A
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.0
EL
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A
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STA = 6+50.0
ELEV = 8754.9
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2 LINES IN TRENCH
3" HDPE DISTRIBUTION LINE
AND CAPPED 2" HDPE LINE FOR FUTURE USE
CONNECT TO TANK OUTLET
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
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INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W2 4 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
2. SALVAGE BURIED ELECTRICAL LINE AND CONDUIT BETWEEN THE TANK
AND EXISTING UTILITY BOX. SALVAGE ELECTRICAL FLOAT CONTROLS IN
EXISTING TANK. REINSTALL FLOAT CONTROLS IN NEW TANK IN MANNER
ACCEPTABLE TO THE CONTRACTOR. REINSTALL BURIED ELECTRICAL LINE
IN CONDUIT AND CONNECT TO FLOAT CONTROLS PER NATIONAL ELECTRIC
CODE. BURY CONDUIT 18 INCHES MINIMUM. SEE ADDITIONAL NOTES ON
SHEET D3.
INSTALL NEW WATERLINE (TYP)
CAP END OF SECOND PIPE
(2" HDPE FOR FUTURE USE)
CONNECT TO NEW
TANK OUTLET
INSTALL NEW 4,000 GALLON STAINLESS STEEL
WATER STORAGE TANK, SEE SHEET D3
TANK OUTLET ELEV: 8817'
EXISTING UTILITY BOX WITH CHLORINATOR TO REMAIN
SUPPLY LINE FROM EXISTING SPRING
CONNECT TO EXISTING 2" HDPE FROM UTILITY BOX
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
FOREST ROAD 567
3" & 2" HDPE
2 LINES IN TRENCH
3" HDPE DISTRIBUTION LINE
AND CAPPED 2" HDPE LINE FOR FUTURE USE
REMOVE AND DISPOSE OF
EXISTING 1,500 GALLON STEEL
WATER STORAGE TANK.
SALVAGE ELECTRICAL - SEE
NOTE 2.
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8+00 9+00
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PI: 7+45.5
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: 7
+5 2.
PI
: 7
+9 9.
PI: 8+09.4
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: 8
+3 6.6
PI: 9+92.2
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: 1
2+
.1
PI
: 1
3+
.2
6+50 7+00 8+00 9+00 10+00 11+00 12+00 13+00
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-35.5%
-9.9%
-3.2%
-10.1%
-2.6%
STA = 6+50.0
ELEV = 8754.9
ST
A
6+
.6
EL
EV
9.
STA = 8+03.6
ELEV = 8747.7
STA = 8+23.6
ELEV = 8740.6
ST
A
8+
.0
EL
EV
6.
ST
A
+6 4.
EL
EV
0.
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ELEV = 8724.1
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2 LINES IN TRENCH
3" HDPE DISTRIBUTION LINE
AND CAPPED 2" HDPE LINE FOR FUTURE USE
2 LINES IN TRENCH
3" HDPE DISTRIBUTION LINE
AND CAPPED 2" HDPE LINE FOR FUTURE USE
EXISTING 2" HDPE WATERLINE
TO REMAIN UNDER HIGHWAY
(SINGLE LINE ONLY)
EXISTING PIPE DEPTH AND
SLOPE IS UNKNOWN.
CONNECT TO EXISTING PIPE
AND ADJUST SLOPE TO
ENSURE POSITIVE DRAINAGE
IN THE DIRECTION SHOWN
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
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INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W3 5 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
CONNECT TO EXISTING 2" HDPE
UNDER HIGHWAY. EXISTING PIPE
DEPTH AND SLOPE IS UNKNOWN.
ADJUST SLOPE OF NEW PIPE TO
ENSURE POSITIVE DRAINAGE IN THE
DIRECTION SHOWN. CAP END OF
SECOND PIPE (2" HDPE FOR FUTURE
USE) ON BOTH SIDES
EXISTING 2" HDPE
TO REMAIN
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
FOREST ROAD 567
UTAH HIGHWAY 12
3" & 2" HDPE
2 LINES IN TRENCH
3" HDPE DISTRIBUTION LINE
AND CAPPED 2" HDPE LINE FOR FUTURE USE
AutoCAD SHX Text V
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W
W
W
W
W
W W W W W W W W W
W
W
W
W W W W W W W
W W
W W
W W
W W
W
13+00 14+00 15+00
16+00
17+00
18+00
19+00
PI
: 1
3+
.2
PI
: 1
6+
.7
13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
-9.0%
-4.7%
-13.6%
-5.3%
-2.0%
-4.1%
STA = 13+00.0
ELEV = 8724.1
ST
A
+0 7.
EL
EV
7.
ST
A
+5 5.
EL
EV
3.
ST
A
+6 6.
EL
EV
8.
ST
A
+9 6.
EL
EV
4.
ST
A
+8 9.
EL
EV
9.
STA = 19+50.0
ELEV = 8696.9
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
3" HDPE
2 LINES IN TRENCH
3" HDPE DISTRIBUTION LINE
AND CAPPED 2" HDPE LINE FOR FUTURE USE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
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C
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IN
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\03
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IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W4 6 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
CAP END OF SECOND PIPE
(2" HDPE FOR FUTURE USE)
UTAH HIGHWAY 12
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
EXISTING UTILITY BOX WITH HIGH LIFTER
WATER-POWERED PUMP TO REMAIN
REMOVE EXISTING
DAYLIGHT DRAIN OAK CREEK TANK SUPPLY LINE ALIGNMENT
SEE SHEET W11
CONNECT TO UTILITY BOX
INLET WITH 2" HDPE LATERAL
3" & 2" HDPE
3" HDPE
2 LINES IN TRENCH
3" HDPE DISTRIBUTION LINE
AND CAPPED 2" HDPE LINE FOR FUTURE USE
AutoCAD SHX Text
HL
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W W W W W W W W W W W W W W W
W
W W
W W
W W
W W W W W W W W
20+00
21+00
22+00
23+00
24+00 25+00
26+00
PI: 23+02.9
PI
: 2
6+
.6
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00
-2.8%
-3.4%
-4.1%
-2.0%
STA = 19+50.0
ELEV = 8696.9
ST
A
+2 2.
EL
EV
3.
ST
A
+1 4.
EL
EV
8.
ST
A
+4 0.
EL
EV
0.
STA = 26+00.0
ELEV = 8677.8
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
3" HDPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
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\P
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AS
AN
TC
RE
EK
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S\
DR
AW
IN
GS
\03
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IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W5 7 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
UTAH HIGHWAY 12
3" HDPE
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
AutoCAD SHX Text V
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W W
W W
W W
W W
W W
W W
W W
W W W W W W W W W W W W W W W W
26+00 27+00 28+00
29+00 30+00
31+00
32+00
PI
: 2 6+
.6
26+00 27+00 28+00 29+00
29+00 30+00 31+00 32+00 32+50
-2.0%
-7.2%
-33.5% -11.8%
-2.0%
-10.8%
-10.8%
-2.1%
STA = 26+04.5
ELEV = 8677.7
ST
A
+4 8.
EL
EV
4.
ST
A
+6 4.
EL
EV
6.
STA = 29+00.0
ELEV = 8662.6
ST
A
+4 9.
EL
EV
7.
STA = 30+07.5
ELEV = 8637.9
ST
A
+7 9.
EL
EV
7.
STA = 32+50.0
ELEV = 8616.1
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
3" HDPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W6 8 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
UTAH HIGHWAY 12
EXISTING
2-TRACK ROAD
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
3" HDPE
AutoCAD SHX Text V
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AutoCAD SHX Text F
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W W W W W W W W W W W W W W
W W
W
W W
W W W
W
W
W
W W W W W
W
W
W
W W
33+00
34+00
35+00 36+00
37+00
38+00
39+00
PI
: 3
3+
.7
PI
: 3
5+
.7
PI
: 3
7+
.6
PI
: 3
9+
.5 PI
: 3
9+
.7
32+50 33+00 34+00 35+00 36+00 37+00 38+00 39+00
-4.6%
-2.0%
-11.2%
-2.1%
STA = 32+50.0
ELEV = 8616.1
ST
A
+0 5.
EL
EV
5.
ST
A
+7 3.
EL
EV
1.
ST
A
+5 4.
EL
EV
2.
STA = 39+00.0
ELEV = 8597.0
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
3" HDPE
STA:39+00
INSTALL TEE TO LATERAL
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W7 9 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB
VALVE AND BOX, SIZE TO
MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
2" HDPE
SLOPE 2% MIN. TOWARDS FILL STATION
EXISTING NATIVE SURFACE
2-TRACK ROAD
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
3" HDPE
3" HDPE
EXISTING 2" HDPE LATERAL TO
WATER FILL STATION TO REMAIN
INSTALL NEW UTILITY BOX
WITH WATER METER
INSTALL NEW UTILITY BOX WITH
PRESSURE REDUCING VALVE
CONNECT TO EXISTING 2" HDPE.
WATERLINES IN UTILITY BOXES
SHALL ALL DRAIN TO THIS POINT
REMOVE AND DISPOSE OF
EXISTING UTILITY BOX WITH
PRESSURE REDUCING VALVE
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
TO FILL STATION
FO
REST R
OAD 16
SLOPE TO DRAIN
SLOPE TO DRAIN
SL
OPE
T O D
RA
IN
AutoCAD SHX Text R
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WM
AutoCAD SHX Text R
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AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 25'
AutoCAD SHX Text 50'
AutoCAD SHX Text 25'
AutoCAD SHX Text F
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AutoCAD SHX Text E
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W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W W
W
W
W
W
W W
W
W
38+00
39+00
40+00
41+00
42+00
43+00
44+00 45+00
+0
PI: 39+10.5
PI
: 3 9+
.7
PI
: 4
1+
.3
PI
: 4
2+
.6
PI
: 4
3+
.3
PI: 43+99.3
PI
: 4
4+
.4
PI: 45+02.4
PI: 45+52.3
PI: 46+32.3
39+00 40+00 41+00 42+00 43+00 44+00 45+00 45+50
6.9%
2.0%
2.0%
5.3%
STA = 39+00.0
ELEV = 8597.0
ST
A
+3 9.
EL
EV
1.
ST
A
+0 7.
EL
EV
6.
4 ST
A
+6
6.
EL
EV
1.
6 STA = 45+50.0
ELEV = 8616.0
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
3" HDPE
2" HDPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W8 10 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
REMOVE EXISTING WATER HYDRANT AND INSTALL NEW
WATER HYDRANT (TYPE AS DESIGNATED) AND
AGGREGATE PAD (TYP), SEE DETAIL ON SHEET D2
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
SLOPE TO DRAIN
SLO
PE TO
DRAIN
SLOPE TO DRAIN
SEE NOTES ON SHEET W7
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
FO
REST R
OAD 16
REMOVE AND DISPOSE OF
EXISTING UTILITY BOX WITH
PRESSURE REDUCING VALVE
EXISTING NATIVE SURFACE
2-TRACK ROAD
UTAH HIGHWAY 12
REMOVE AND DISPOSE OF
EXISTING DAYLIGHT DRAIN
3" HDPE
3" HDPE
2"
HDPE
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
2" HDPE
2" HDPE
NEW TYPE "A"
HYDRANT
NEW TYPE "B"
HYDRANT
UPPER PLEASANT CREEK
CAMPGROUND
SAW CUT EXISTING ASPHALT AND
REPAIR WHERE NEW TRENCH CROSSES
EXISTING ASPHALT ROADS (TYP)
SEE DETAIL ON SHEET D1
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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WM
AutoCAD SHX Text H
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 25'
AutoCAD SHX Text 50'
AutoCAD SHX Text 25'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
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AutoCAD SHX Text T
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W
W
W W
W
W
W
W
W
W
W
W
W
W W W W W
W
W
W
46+00
47+00 48+00 49+00
50+00
PI: 45+52.3
PI: 46+32.3
PI: 47+14.1
PI: 49+04.0 PI: 4
9+
.6
PI: 49+87.9
45+50 46+00 47+00 48+00 49+00
9.4%
15.7%
5.3%
2.0%
ST
A
+8 8.
EL
EV
5.
STA = 48+93.3
ELEV = 8651.9
STA = 45+50.0
ELEV = 8616.0
ST
A
+2 4.
EL
EV
0.
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W9 11 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
2" HDPE
UTAH HIGHWAY 12
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
AutoCAD SHX Text H
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text V
AutoCAD SHX Text V
AutoCAD SHX Text
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SCALE IN FEET
AutoCAD SHX Text 25'
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AutoCAD SHX Text 25'
AutoCAD SHX Text F
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W W
W
W
W W W W
W W
W W
W
W
W
W W
W
W W
W
W W
W W W
+0
50+00 51+00
52+00
53+00
54+00 54+11
PI: 49+04.0
PI
: 4
9+
.6
PI
: 4
9+
.9
PI
: 5
0+
.9
PI
: 5
0+
.0
PI: 51+06.9
PI: 51+40.5
PI: 51+78.3
PI
: 5
3+
.3
PI
: 5
3+
.8
EP: 54+11.1
49+00 50+00 51+00 52+00 53+00 54+00 54+15
-2.0%
-8.0%
-2.0%
2.0%
STA = 49+00.0
ELEV = 8652.1
ST
A
+4 4.
EL
EV
6.
ST
A
+1 5.
EL
EV
3.
ST
A
+8 6.
EL
EV
7.
STA = 54+11.2
ELEV = 8647.2
MAIN WATERLINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
EXTEND TO DAYLIGHT AND
INSTALL NEW 2" DAYLIGHT DRAIN
SEE DETAIL ON SHEET D1
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
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\P
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AS
AN
TC
RE
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S\
DR
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IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
MAIN WATERLINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W10 12 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
2" HDPE
2" HDPE
2" HDPE 2" HDPE
INSTALL NEW 2" DAYLIGHT DRAIN
SEE SHEET D1
REMOVE EXISTING WATER HYDRANT AND INSTALL NEW
WATER HYDRANT (TYPE AS DESIGNATED) AND
AGGREGATE PAD (TYP), SEE DETAIL ON SHEET D2
NEW TYPE "B"
HYDRANT
NEW TYPE "A"
HYDRANT
NEW TYPE "A"
HYDRANT
NEW TYPE "A"
HYDRANT
UT
AH
H
IG
HW
AY
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
2" HDPE
2" H D
PE
2" H D
PE
2" HDPE
REMOVE AND DISPOSE OF
EXISTING DAYLIGHT DRAIN
UPPER PLEASANT CREEK
CAMPGROUND
SAW CUT EXISTING ASPHALT
AND REPAIR WHERE NEW
TRENCH CROSSES EXISTING
ASPHALT ROADS (TYP)
SEE DETAIL ON SHEET D1
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AutoCAD SHX Text 50'
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AutoCAD SHX Text F
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W
W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W
W
W 0+00
1+00 2+00
3+00 4+00
5+00 6+00
PI: 0+13.3
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
-14.6%
-9.1%
-4.3%
-3.2%
STA = 0+00.0
ELEV = 8718.2
ST
A
0+
.8
EL
EV
1.
ST
A
1+
.1
EL
EV
0.
ST
A
3+
.1
EL
EV
4.
STA = 6+50.0
ELEV = 8683.4
OAK CREEK TANK SUPPLY LINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
CONNECT HIGH LIFTER PUMP
OUTLET AT UTILITY BOX
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
OAK CREEK TANK
SUPPLY LINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W11 13 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
2" HDPE
EXISTING UTILITY BOX WITH HIGH LIFTER
WATER-POWERED PUMP TO REMAIN
REMOVE EXISTING
DAYLIGHT DRAIN
MAIN WATERLINE ALIGNMENT
SEE SHEET W4
CONNECT TO UTILITY BOX
INLET WITH 2" HDPE LATERAL ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
INSTALL NEW WATERLINE (TYP)
AutoCAD SHX Text
HL
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W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W
W W
W
7+00 8+00
9+00 10+00
11+00 12+00
13+00
6+50 7+00 8+00 9+00 10+00 11+00 12+00 13+00
-2.8%
-1.0% 1.0% 1.2%
-3.2%
3.7%
STA = 6+50.0
ELEV = 8683.4
ST
A
7+
.9
EL
EV
1.
ST
A
9+
.7
EL
EV
4.
ST
A
+1 6.
EL
EV
4.
ST
A
+1 8.
EL
EV
5.
ST
A
+6 3.
EL
EV
6.
STA = 13+00.0
ELEV = 8678.2
OAK CREEK TANK SUPPLY LINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
OAK CREEK TANK
SUPPLY LINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W12 14 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
2" HDPE
2" HDPE
2" H D
PE
EXTEND TO DAYLIGHT AND INSTALL
NEW 2" DAYLIGHT DRAIN
SEE SHEET D1
EXISTING NATIVE SURFACE 2-TRACK ROAD
SLO
PE 1%
M
IN
AutoCAD SHX Text D
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AutoCAD SHX Text
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SCALE IN FEET
AutoCAD SHX Text 25'
AutoCAD SHX Text 50'
AutoCAD SHX Text 25'
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W
W
W
W W W W W W W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
+0
15+00
16+00
17+00
18+00
19+00
20+00
PI: 14+33.6
PI
: 1
5+
.5
PI
: 1
6+
.1
PI
: 1
7+
.7
PI
: 1
8+
.3
PI
: 1
9+
.6
13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
-9.0%
-4.7%
-13.6%
-5.3%
-2.0%
-4.1%
STA = 13+00.0
ELEV = 8724.1
ST
A
+0 7.
EL
EV
7.
ST
A
+5 5.
EL
EV
3.
ST
A
+6 6.
EL
EV
8.
ST
A
+9 6.
EL
EV
4.
ST
A
+8 9.
EL
EV
9.
STA = 19+50.0
ELEV = 8696.9
OAK CREEK TANK SUPPLY LINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
OAK CREEK TANK
SUPPLY LINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W13 15 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
REMOVE AND DISPOSE OF EXISTING
PUMP-OUT DRAIN AND VALVE
2" H
DP
E
2" HDPE
EXISTING NATIVE SURFACE 2-TRACK ROAD
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
AutoCAD SHX Text P
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SCALE IN FEET
AutoCAD SHX Text 25'
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AutoCAD SHX Text 25'
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
1+00
2+00 PI: 1+68.7
PI: 2+55.5
20+00
21+00
22+00
23+00
24+00
25+00
26+00 26+20
PI: 20+39.4
PI: 21+07.8
PI
: 2
5+
.1
EP: 26+20.3
19+50 20+00 21+00 22+00
22+00 23+00 24+00
24+00 25+00 26+00 26+20
12.3%
.7
.9
.3%
.6%
23.2%
.5%
.6%
7.0%
STA = 19+79.0
ELEV = 8762.2
ST
A
+1 4.
EL
EV
8.
ST
A
+3 4.
EL
EV
5.
STA = 22+00.5
ELEV = 8804.9
ST
A
+6 7.
EL
EV
3.
STA = 23+66.0
ELEV = 8848.4
STA = 24+15.9
ELEV = 8860.0
ST
A
+9 4.
EL
EV
1.
ST
A
+5 7.
EL
EV
7.
STA = 26+20.3
ELEV = 8902.1
OAK CREEK TANK SUPPLY LINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
OAK CREEK TANK SUPPLY LINE CONTINUES
TO TANK PARALLEL TO DISTRIBUTION LINE.
SEE STA. 2+55 ON SHEET W15.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
OAK CREEK TANK
SUPPLY LINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W14 16 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
REMOVE AND DISPOSE OF
EXISTING CHLORINATOR BOX
EXISTING NATIVE SURFACE 2-TRACK ROAD
REMOVE AND DISPOSE OF
EXISTING 1,000 GALLON STEEL
WATER STORAGE TANK
OAK CREEK DISTRIBUTION
LINE ALIGNMENT
SEE SHEET W15
END OAK CREEK TANK SUPPLY LINE
ALIGNMENT (PIPE CONTINUES TO
TANK, SEE SHEET W15)
2" HDPE
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
AutoCAD SHX Text
CH
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SCALE IN FEET
AutoCAD SHX Text 25'
AutoCAD SHX Text 50'
AutoCAD SHX Text 25'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
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W
W
W
W
W
WWWWW
W W W W W
W W
W
0+00
1+00 2+00
3+
PI
: 1
+6 8.
PI: 2+55.5
26+00
26+20
EP: 26+20.3
0+00 1+00
1+00 2+00
2+00 3+00
-44.1%
-41.1%
-34.7%
-4.3%
-39.1%
-47.7%
-4.2%
STA = 0+00.0
ELEV = 8993.0
STA = 1+81.0
ELEV = 8930.3
STA = 2+18.9
ELEV = 8914.8
STA = 2+55.0
ELEV = 8902.2
ST
A
0+
.1
EL
EV
1.
STA = 0+91.6
ELEV = 8971.5
STA = 1+40.7
ELEV = 8948.1
STA = 3+00.0
ELEV = 8900.3
OAK CREEK DISTRIBUTION LINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2 LINES IN TRENCH
2" HDPE OAK CREEK TANK SUPPLY LINE
2" HDPE OAK CREEK DISTRIBUTION LINE
CONNECT TO TANK OUTLET
2" HDPE
OAK CREEK TANK SUPPLY LINE CONTINUES
SEE STA 26+20 ON SHEET W15
STA:0+30
CONNECT SUPPLY LINE TO TANK INLET
2" HDPE DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
OAK CREEK
DISTRIBUTION LINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W15 17 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW WATERLINE (TYP)
BEGIN OAK CREEK DISTRIBUTION
LINE ALIGNMENT
CONNECT TO NEW TANK OUTLET
INSTALL NEW 2,000 GALLON
STAINLESS STEEL WATER
STORAGE TANK, SEE SHEET D3
TANK OUTLET ELEV: 8993' INSTALL NEW UTILITY BOX
WITH PRESSURE TANK.
SEE SPECIAL NOTES ON
SHEET 5 REGARDING
ELEVATION OF BOX
REMOVE AND DISPOSE OF
EXISTING CHLORINATOR BOX
REMOVE AND DISPOSE OF
EXISTING 1,000 GALLON STEEL
WATER STORAGE TANK OAK CREEK TANK SUPPLY LINE ALIGNMENT
SEE SHEET W14
END OF OAK CREEK TANK SUPPLY LINE
ALIGNMENT (PIPE CONTINUES TO TANK)
2" H D
PE
TO OAK CREEK CAMPGROUND
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)2 LINES IN TRENCH
2" HDPE SUPPLY LINE
2" HDPE DISTRIBUTION LINE
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W
W W W W
W W W W W W W W W
W
W
W
W
W
W W
W W W W
W W W W W W W W
W
3+
4+00
5+00 6+00
7+00 8+00
9+00
+0
PI: 3+80.4
PI: 4+28.7 PI
: 5
+6 3.
PI
: 6
+1 7.
PI: 9+35.9
PI: 9+93.2
3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50
-14.2%
-31.5%
-16.7%
-10.3%
-5.8%
-1.0%
-4.2%
-1.0%
STA = 3+00.0
ELEV = 8900.3
STA = 3+22.3
ELEV = 8899.4
ST
A
3+
.1
EL
EV
1.
ST
A
4+
.3
EL
EV
9.
ST
A
4+
.9
EL
EV
0.
ST
A
4+
.5
EL
EV
8.
ST
A
6+
.7
EL
EV
9.
ST
A
8+
.1
EL
EV
7.
STA = 9+50.0
ELEV = 8856.1
OAK CREEK DISTRIBUTION LINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
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C
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NT
CR
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DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
OAK CREEK
DISTRIBUTION LINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W16 18 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
FOREST ROAD
2" H D
PE
2" HDPE
2" HDPE
SLO
PE 2%
M
IN
REMOVE EXISTING WATER HYDRANT AND INSTALL NEW
WATER HYDRANT (TYPE AS DESIGNATED) AND
AGGREGATE PAD (TYP), SEE DETAIL ON SHEET D2
NEW TYPE "C" HYDRANT
HOST
SITE
SAW CUT EXISTING ASPHALT AND
REPAIR WHERE NEW TRENCH CROSSES
EXISTING ASPHALT ROADS (TYP)
SEE DETAIL ON SHEET D1
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W
W
W
W
W W W
W W W W
W
W W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
9+00
10+00
11+00
+0
13+00
13+53
PI: 9+35.9
PI: 9+93.2
PI: 10+42.6
PI: 11+68.2
PI: 12+44.1
PI: 12+83.1
9+50 10+00 11+00 12+00 13+00 13+53
-2.0%
-6.3%
-2.4%
-24.3%
-1.0%
STA = 9+50.0
ELEV = 8856.1
ST
A
+8 8.
EL
EV
4.
ST
A
+3 1.
EL
EV
2.
ST
A
+2 4.
EL
EV
9.
ST
A
+7 0.
EL
EV
8.
STA = 13+53.2
ELEV = 8836.8
OAK CREEK DISTRIBUTION LINE PROFILE
SCALE: 1:50 H, 1:10 V
EXISTING GROUND (TYP)
PIPE INVERT
2" HDPE
EXTEND TO DAYLIGHT AND
INSTALL DAYLIGHT DRAIN
SEE DETAIL ON SHEET D1
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
5 1 5:
D
W
EW
ER
C
:\D
OU
G\ _L
OC
AL
\P
LE
AS
AN
TC
RE
EK
W
S\
DR
AW
IN
GS
\03
.W 1.S
IT
EP
LA
N.
PL
EA
SA
NT
CR
EE
K.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA FISHLAKE
CAMPGROUND
WATER SYSTEM
DEFERRED MTNC
PHASE 2
FISHLAKE
NATIONAL FOREST
FREMONT RIVER
DISTRICT
OAK CREEK
DISTRIBUTION LINE
PLAN AND PROFILE
D. WEWER
D. WEWER
R. ANDERSON
W17 19 25
GENERAL NOTES:
1. NOTES AND LEGEND ON SHEET G2 APPLY.
INSTALL NEW CURB VALVE AND BOX,
SIZE TO MATCH LINE SIZE (TYP)
SEE DETAIL ON SHEET D1
INSTALL NEW WATERLINE (TYP)
ABANDON EXISTING WATERLINE
IN PLACE. SEVER AND CAP
WHERE ENCOUNTERED. (TYP)
SLOPE 1% MIN2" HDPE
2" HDPE
2" HDPE
2" H
D
PE
EXTEND TO DAYLIGHT AND
INSTALL NEW 2" DAYLIGHT DRAIN
END OAK CREEK DISTRIBUTION LINE ALIGNMENT
REMOVE AND DISPOSE OF
EXISTING DAYLIGHT DRAIN
FOREST ROAD
2" HDPE
OAK CREEK CAMPGROUND
CAMPSITE UNIT NUMBER (TYP)
REMOVE EXISTING WATER HYDRANT AND INSTALL NEW
WATER HYDRANT (TYPE AS DESIGNATED) AND
AGGREGATE PAD (TYP), SEE DETAIL ON SHEET D2
NEW TYPE "A"
HYDRANT
NEW TYPE "A"
HYDRANT
REMOVE
EXISTING
HYDRANT
NEW TYPE "B"
HYDRANT
2" HDPE
SAW CUT EXISTING ASPHALT
AND REPAIR WHERE NEW
TRENCH CROSSES EXISTING
ASPHALT ROADS (TYP)
SEE DETAIL ON SHEET D1
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FURNISH ONE VALVE
OPERATING WRENCH
FOR EACH FIVE (OR
FRACTION THEREOF)
VALVES THAT ARE
PROVIDED WITH A
VALVE BOX. LENGTH
TO BE 12" LONGER
THAN THE LONGEST
VALVE BOX.
VALVE OPERATING
WRENCH
SOCKET TO FIT
SQUARE NUT, SIZE MAY
VARY.
FURNISH ONE KEY FOR
EACH FIVE (OR
FRACTION THEREOF)
CURB AND/OR VALVE
BOXES.
HEAT FUSION
JOINT (TYP.)
HDPE PIPE
LOCKING TYPE LID
BUFFALO TYPE CURB BOX.
FOR INSTALLATION IN
ASPHALT OR CONCRETE
MATERIALS, INSTALL TOP OF
CURB BOX LEVEL WITH
FINISH GRADE. FOR
GROUND INSTALLATION,
INSTALL CURB BOX 4"
ABOVE GROUND LEVEL.
ADJUSTABLE
VALVE BOXVALVEPENTAGON
KEY
POLY VALVES AND CURB BOXES
FURNISH ONE VALVE
EXTENSION WITH EACH
DEEP VALVE AS
DESIGNATED ON THE
DRAWINGS.
EXTEND TO WITHIN 4"
OF GROUND LEVEL.
VALVE
EXTENSION
BASE AND KNOCKOUT TO
MATCH VALVE AND PIPE SIZE
PIPE DIA.
SEE NOTE 3
SEE NOTE 2
C
EN
TE
R
LI
N
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EP
TH
VA
R
IE
S
12"
SEE NOTE 4 (TOP WIDTH PLUS 3')
TRENCH CROSS SECTION
24" DESIGN WIDTH
TRENCHING NOTES:
1. WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 5'-0" DEEP AT
CENTERLINE. FOR DEPTHS GREATER THAN 5'-0", THE WALLS SHALL BE
LAID BACK TO MEET APPLICABLE SAFETY STANDARDS.
2. IF BOTTOM OF TRENCH IS UNSATISFACTORY BEDDING MATERIAL, A
MINIMUM OF 6" OF PIPE-ZONE MATERIAL OR IMPORTED SPECIAL
BEDDING SHALL BE USED DEPENDING ON MATERIAL ENCOUNTERED. IF
SOIL IS OF A UNIFORM TEXTURE MEETING PIPE-ZONE MATERIAL
SPECIFICATIONS, THIS NEED NOT BE EXCAVATED. IF FOR SEWERLINE,
ROUND TRENCH SO BOTTOM HALF OF CIRCUMFERENCE OF THE PIPE
WILL REST ON UNDISTURBED SOIL.
3. REQUIRED DEPTH OF BEDDING VARIES WITH TYPE OF PIPE. SEE
SPECIFICATIONS TO DETERMINE IF OTHER THAN 12" IS REQUIRED OVER
TOP OF PIPE.
4. IN AREAS WHERE TRENCH RESURFACING…
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