Moon Lake Final Maps.pdf
PDF 6 MB Posted
- Attached to
- Moon Lake Waterline
- Solicitation number
- 1240LT24R0030
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of construction drawings and project details related to a federal contract opportunity for the Moon Lake Waterline project on the Ashley National Forest. The project involves installing a new water well source, equipping the well with a submersible pump, constructing a utility building with treatment and control equipment, installing new water supply and electrical lines, and modifying and repairing the existing water storage tank site.
The work is divided into two schedules. Schedule 1 includes drilling and testing an 8-inch diameter well, with an incidental option for well abandonment if acceptable water is not found. Schedule 2 includes equipping the well, constructing the utility building, installing water and electrical infrastructure, and modifying the tank site. An alternate bid option is requested for installing either steel or flexible drop pipe in the well. The contract is being solicited by the USDA Forest Service for the Duchesne-Roosevelt Ranger District on the Ashley National Forest.
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Other files
| File | Type | Posted |
|---|---|---|
| SOI.pdf | ||
| SOW.docx | DOCX document | |
| 1240LT24R0030.pdf | ||
| Duchesne WD.txt | TXT text file |
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Text version
FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
1 20
FROM THE DUCHESNE RANGER DISTRICT OFFICE, TRAVEL ONE BLOCK EAST AND TURN NORTH ON UT HIGHWAY 87 FOR 15.6 MILES. TURN LEFT ONTO NORTH MOON LAKE RD (BECOMING FOREST ROAD
131) HEADING NORTH FOR 17.5 MILES TO LAKE FORK TRAILHEAD AND TANK ACCESS ON THE LEFT, OR
CONTINUE ON 0.5 MILES MORE TO THE GUARD STATION ACCESS WITHIN THE MOON LAKE
CAMPGROUND.
COORDINATES: 40° 34.127' N, 110° 30.708' W
ELEVATION: 8150 FEET
DUCHESNE RANGER
DISTRICT OFFICE
DUCHESNE, UT
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER DATE
DIRECTOR OR DEP. DIR. OF ENGINEERING DATE
FOREST SUPERVISOR DATE
3/2 /24
7:
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UTAH
DUCHESNE COUNTY
R-4 INTERMOUNTAIN REGION
ASHLEY NATIONAL FOREST
DUCHESNE-ROOSEVELT RANGER DISTRICT
GAOA DUCHESNE ROOSEVELT RD WATER MOON LAKE
WATERLINE REPL 2 (WELL CONSTRUCTION)
MOON LAKE
CAMPGROUND
(PROJECT SITE)
INDEX OF SHEETS
SHEET DWG SHEET TITLE
1 G-1 COVER SHEET
2 G-2 SCHEDULE OF ITEMS AND PROJECT DESCRIPTION
3 W-1 PLANS OVERVIEW AND GENERAL NOTES
4 W-2 WATER SUPPLY PLAN AND PROFILE - STA. 0+00 - 4+80
5 W-3 WATER SUPPLY PLAN AND PROFILE - STA. 4+80 TO 9+60
6 W-4 WATER SUPPLY PLAN AND PROFILE - STA. 9+60 TO 14+40
7 W-5 WATER SUPPLY PLAN AND PROFILE - STA. 14+40 TO 18+00
8 W-6 WATER SUPPLY PLAN AND PROFILE - STA. 18+00 TO 20+40
9 W-7 WELL SITE DETAIL AND DRAINLINE PLAN AND PROFILE
10 W-8 TANK SITE MODIFICATIONS
11 D-1 WELL CONSTRUCTION AND PUMP INSTALLATION DETAILS
12 D-2 UTILITY BUILDING PLUMBING PLAN
13 D-3 LOCATING WIRE, VALVE, AND MANWAY MODIFICATION DETAILS
14 D-4 DRAINS AND TRENCH CROSS SECTION DETAILS
15 D-5 16' GATE FABRICATION DETAILS
16 D-6 16' GATE FABRICATION DETAILS (CONT.)
17 D-7 16' GATE INSTALLATION DETAILS
18 E-1 UTILITY BUILDING ELECTRICAL
19 E-2 UTILITY BUILDING CONTROLS
20 E-3 STORAGE TANK FLOAT INSTALLATION
DISTRICT RANGER DATE
SCHEDULE OF ITEMS
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
3/7 /24
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INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
FLAMING GORGE DISTRICT
SCHEDULE OF ITEMS
AND PROJECT
DESCRIPTION
3/07/2024
K CARNES
K CARNES
R ANDERSON
FINAL
G2 2 20
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW WATER WELL SOURCE FOR THE MOON LAKE
RECREATION AREA. THE WORK IS DIVIDED INTO TWO SCHEDULES WHICH INCLUDE:
SCHEDULE 1:
- DRILLING OF AN 8" DIAMETER WELL
SCHEDULE 2:
- EQUIPPING THE WELL WITH A SUBMERSIBLE PUMP
- CONSTRUCTION OF A UTILITY BUILDING AND ASSOCIATED TREATMENT AND CONTROL EQUIPMENT.
- INSTALLING ELECTRICAL SUPPLY FROM NEARBY UTILITY.
- INSTALLING NEW HDPE WATER SUPPLY AND ELECTRICAL CONTROL CONDUCTOR BETWEEN THE UTILITY
BUILDING AND TANK.
- REPLACING AND REPAIRING SELECTED APPURTENANCES AT THE TANK SITE.
AN ALTERNATE OPTIONAL ITEM IS DESIRED FOR FLEXIBLE DROP PIPE IN THE WELL.
AN OPTIONAL BID ITEM FOR WELL ABANDONMENT IS DESIRED AS AN INCIDENTAL OPTION IF REQUIRED.
NO MATERIALS ARE SUPPLIED BY THE GOVERNMENT.
SCHEDULE OF ITEMS (CONT.)
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LEGEND:
NEW WATERLINE
EXISTING WATERLINE
DEMO WATERLINE
NEW ELECTRICAL LINE
EXISTING O/H ELECTRICAL LINE
NEW FENCE LINE
EXISTING FENCE LINE
AIR LINE (FOR WELL)
DAYLIGHT DRAIN (EXIST / NEW)
CURB VALVE AND BOX (EXIST / NEW )
HYDRANT (EXISTING)
PRESSURE REDUCING VALVE (EXISTING)
NEW AGGREGATE SURFACE
EXISTING GRADED ROAD
EXISTING UNIMPROVED ROAD
MAJOR CONTOUR AND ELEVATION (FEET)9310
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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
3/7 /24
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INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
PLANS OVERVIEW
AND
GENERAL NOTES
3/07/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-1 3 20
NOTES:
1. STAKING OF WATER SYSTEM LINES AND FEATURES SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
2. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD. HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES.
3. EQUIPMENT DESIGNATED FOR REMOVAL; INCLUDING VALVE BOXES, MANHOLES, AND DRAIN LINES; ARE TO BE REMOVED TO AT
LEAST 1 FOOT BELOW GRADE.
4. CAP OR PLUG ABANDONED WATER LINES TO REMAIN IN PLACE TO PREVENT PIPING OF GROUND OR SURFACE WATER.
5. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN EXCEPT WHERE SPECIFICALLY NOTED.
6. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE
PRIOR TO INSTALLATION.
7. BURY WATERLINE A MINIMUM OF 30 INCHES EXCEPT WHERE NOTED OTHERWISE. ADDITIONAL DEPTH MAY BE REQUIRED TO
MAINTAIN REQUIRED SLOPES OR TO PROVIDE CLEARANCE UNDER OTHER PIPELINES. LESS DEPTH MAY BE ALLOWED WITH CONTRACTING OFFICER APPROVAL IF BEDROCK OR ROCKS GREATER THAN 36" DIAMETER ARE ENCOUNTERED.
8. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER, NOM. PIPE DIA. MIN. BEND RADIUS
1" 2'-6" 1.5" 3'-9" 2" 7'-6"
9. INSTALL THE WATER SYSTEM IN ACCORDANCE WITH APPLICABLE FEDERAL AND STATE REGULATIONS FOR PUBLIC DRINKING
WATER SYSTEMS INCLUDING UTAH DRINKING WATER RULES R309-500 THROUGH R309-550.
10. CLEARING LIMITS SHALL BE A MAXIMUM OF 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE CONTRACTOR SHALL USE CAUTION TO AVOID DAMAGE TO TREES AND VEGETATION. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS TO WITHIN THE
CLEARING LIMITS, OR WITHIN EXISTING AND PROPOSED ROADS.
11. SOIL CONDITIONS ARE GENERALLY ROCKY, BUT BLASTING WILL NOT BE REQUIRED. THE CONTRACTOR SHOULD EXPECT A HIGH PERCENTAGE OF EXCAVATED MATERIAL BEING ROCKS BETWEEN 6" AND 18" SIZE. BID QUANTITY OF IMPORTED SELECT BORROW FROM A COMMERCIAL SOURCE IS BASED ON THE EXPECTATION THAT THE CONTRACTOR WILL PROCESS EXCAVATED MATERIAL TO OBTAIN A PORTION OF BACKFILL. PAID QUANTITY MAY BE ADJUSTED BASED ON ACTUAL PERCENTAGE OF USABLE BACKFILL OBTAINED FROM PROCESSING. NO ADDITIONAL PAYMENT WILL BE MADE IF CONTRACTOR ELECTS TO WASTE ALL MATERIAL WITHOUT PROCESSING AND REPLACE WITH IMPORTED SELECT BORROW. SEE SHEETS W-7 AND D-2 FOR
UTILITY BUILDING AND WELL
SITE IMPROVEMENTS
MOON LAKE ROAD - FSR 10131 (PAVED)
BROWN DUCK TRAIL (TRAIL 1062) -
UNIMPROVED ROAD TO TANK
SEE SHEETS W-8 AND D-3 FOR
TANK SITE IMPROVEMENTS
SEE SHEETS W-2
THROUGH W-6 FOR
WATER SUPPLY LINE
PLANS AND PROFILES
SEE SHEET D-1 FOR WELL
CONSTRUCTION AND
EQUIPMENT DETAILS
SEE SHEETS E-1 TO E-3
FOR ELECTRICAL PLANS
W-4
W-3
W-2
W-5
MOON LAKE HORSE
TRANSFER - FSR 10693
(GRADED)
W-8
LAKE FORK TRAIL (TRAIL 1160) -
UNIMPROVED UTILITY
ACCESS ROAD
EXISTING STOCKWATER LINE
EXISTING
W
ATER LINES FRO
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SPRING
AND TO
SYSTEM
TO SPRINGS
UTILITY POLE # D28651
SEE SHEET E-1,
GENERAL NOTE 3
UTILITY POLE # D28650
SEE SHEET E-1,
GENERAL NOTE 3
W-7
W-6
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STA 0+51.2±
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4" ABOVE MANWAY FLANGE
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DEPTH UNKNOWN
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XING DEPTH UNKNOWN
STA 1+61±
RESTORE WATER BAR
TO DIVERT DRAINAGE
STA:3+29±
RESTORE WATER BAR
TO DIVERT DRAINAGE
STA:4+78±
CREATE WATER BAR
TO DIVERT DRAINAGE
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
3/3 /24
:3
9 K
CA
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INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
WATER SUPPLY
PLAN AND PROFILE
STA. 0+00 - 4+80
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-2 4 20
TRAIL TO SPRINGS
SEE SHEET W-8 FOR TANK
SITE MODIFICATIONS
WATER SUPPLY LINE - STA. 0+00 TO 4+80
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
BEND PER ALLOWED RADIUS
STA.1+06 TO 1+22
INSTALL 2" GSP RISER, HDPE x GSP
ADAPTOR, AND 2 EACH 90° BENDS
STA. 0+60
EXIST 2" PVC TO REMAIN (VERIFY LOCATION)
ACCESS ROAD (UNIMPROVED)
NOTES:
1. ADJUST NEW PIPELINE LOCATION IF NECESSARY TO AVOID UNNECESSARY
CROSSINGS OF EXISTING WATERLINE.
2. NEW WATERLINE IS TO BE INSTALLED NEAR THE SOUTH SIDE OF THE ACCESS ROAD
FOR BETTER EROSION CONTROL AND CLEARANCE FROM EXISTING WATERLINE. 3'
INSIDE OF ROAD EDGE IS IDEAL, BUT CAN VARY AS NEEDED TO MAINTAIN A
REASONABLY STRAIGHT ALIGNMENT.
3. POSITIVELY IDENTIFY ALL ELEVATIONS AND LOCATIONS OF EXISTING LINE
CONNECTIONS IN THE VICINITY OF THE EXISTING TANK BEFORE BEGINNING WORK.
EXISTING GROUND
OVER PIPELINE
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
30" MIN
2" HDPE WATERLINE
ELECTRICAL CONDUIT MAY BE RUN IN SAME
TRENCH. SEE TRENCH DETAIL - SHEET D-4
(FOR CLARITY, NOT ALL CONDUIT IS SHOWN)
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
24" MIN (ELEC)
30" MIN
EXISTING GROUND
OVER PIPELINE
EXIST
12000
GAL
TANK
3'±
NEW 2" HDPE
SEE SHEETS D-3 AND E-3 FOR
TANK AND MANWAY DETAILS
EXISTING DRAINS
SEE SHEET W-8 FOR
MODIFICATIONS
EXIST TANK
DRAIN VALVE
EXIST 2" AN
D
3" PVC
W
ATER
LIN
ES
EXIST 12,000 GAL
FIBERGLASS
TANK TO REMAIN
2" GSP
EXIST 3" PVC OVERFLOW LINE
EXIST 1.5" HDPE STOCKW
ATER LINE
EXIST 2" PVC DRAIN LINE
NEW SZ 0.5C, SEE ELECTRICAL
REMOVE SOIL
AROUND MANWAYS
(SEE SHEET W-8)
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RESTORE WATER BAR
TO DIVERT DRAINAGE
STA:8+00±
CREATE WATER BAR
TO DIVERT DRAINAGE
2" HDPE WATERLINE
ELECTRICAL CONDUIT MAY BE RUN IN SAME
TRENCH. SEE TRENCH DETAIL - SHEET D-4
(FOR CLARITY, NOT ALL CONDUIT IS SHOWN)
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
24" MIN (ELEC)
30" MIN
EXISTING GROUND
OVER PIPELINE
3'
NEW 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
3/3 /24
:5
7 K
CA
RN
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AK
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R4
INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
WATER SUPPLY
PLAN AND PROFILE
STA. 4+80 - 9+60
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-3 5 20
WATER SUPPLY LINE - STA. 4+80 TO 9+60
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
NEW SZ 0.5C, SEE ELECTRICAL
EXIST 2" PVC TO REMAIN (VERIFY LOCATION)
ACCESS ROAD (UNIMPROVED)
NOTES:
1. ADJUST NEW PIPELINE LOCATION IF NECESSARY TO AVOID UNNECESSARY
CROSSINGS OF EXISTING WATERLINE.
2. NEW WATERLINE IS TO BE INSTALLED NEAR THE SOUTH SIDE OF THE ACCESS ROAD
FOR BETTER EROSION CONTROL AND CLEARANCE FROM EXISTING WATERLINE. 3'
INSIDE OF ROAD EDGE IS IDEAL, BUT CAN VARY AS NEEDED TO MAINTAIN A
REASONABLY STRAIGHT ALIGNMENT.
EXISTING GROUND
OVER PIPELINE
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
30" MIN
INSTALL PULL BOXES.
FIELD LOCATE PER SHEET
E-2, U/G CIRCUIT NOTE 3
INSTALL PULL BOXES.
FIELD LOCATE PER SHEET
E-2, U/G CIRCUIT NOTE 3
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12+00 13+00 14+00 14+40
E
STA:11+41±
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TO DIVERT DRAINAGE
STA:14+12±
RESTORE WATER BAR
TO DIVERT DRAINAGE
STA:13+35±
RESTORE WATER BAR
TO DIVERT DRAINAGE
STA:9+98±
RESTORE WATER BAR
TO DIVERT DRAINAGE
E
E
STA:12+16±
CREATE WATER BAR
TO DIVERT DRAINAGE
2" HDPE WATERLINE
ELECTRICAL CONDUIT MAY BE RUN IN SAME
TRENCH. SEE TRENCH DETAIL - SHEET D-4
(FOR CLARITY, NOT ALL CONDUIT IS SHOWN)
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
24" MIN (ELEC)
30" MIN
EXISTING GROUND
OVER PIPELINE
3'±
NEW 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
3/3 /24
:5
7 K
CA
RN
ES
X :\A
SH
LE
Y\
MO
ON
LA
KE
.W
EL
L.
\D
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W
IN
GS
\W
1- W
6.M
OO
NL
AK
E.
W
EL
L.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
WATER SUPPLY
PLAN AND PROFILE
STA. 9+60 - 14+40
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-4 6 20
WATER SUPPLY LINE - STA. 9+60 TO 14+40
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
EXIST 2" PVC TO REMAIN (VERIFY LOCATION)
ACCESS ROAD (UNIMPROVED)
NOTES:
1. ADJUST NEW PIPELINE LOCATION IF NECESSARY TO AVOID UNNECESSARY
CROSSINGS OF EXISTING WATERLINE.
2. NEW WATERLINE IS TO BE INSTALLED NEAR THE SOUTH SIDE OF THE ACCESS ROAD
FOR BETTER EROSION CONTROL AND CLEARANCE FROM EXISTING WATERLINE. 3'
INSIDE OF ROAD EDGE IS IDEAL, BUT CAN VARY AS NEEDED TO MAINTAIN A
REASONABLY STRAIGHT ALIGNMENT.
EXISTING GROUND
OVER PIPELINE
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
30" MIN
INSTALL PULL BOXES.
FIELD LOCATE PER SHEET
E-2, U/G CIRCUIT NOTE 3
INSTALL PULL BOXES.
FIELD LOCATE PER SHEET
E-2, U/G CIRCUIT NOTE 3
NEW SZ 0.5C, SEE ELECTRICAL
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14+40 15+00 16+00
16+00 17+00 18+00
STA:15+06±
RESTORE WATER BAR
TO DIVERT DRAINAGE
STA: 16+27±
RESTORE WATER BAR
TO DIVERT DRAINAGE
E
E
E
2" HDPE WATERLINE
ELECTRICAL CONDUIT MAY BE RUN IN SAME
TRENCH. SEE TRENCH DETAIL - SHEET D-4
(FOR CLARITY, NOT ALL CONDUIT IS SHOWN)
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
24" MIN (ELEC)
30" MIN EXISTING GROUND
OVER PIPELINE
3'
NEW 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
3/3 /24
:5
7 K
CA
RN
ES
X :\A
SH
LE
Y\
MO
ON
LA
KE
.W
EL
L.
\D
RA
W
IN
GS
\W
1- W
6.M
OO
NL
AK
E.
W
EL
L.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
WATER SUPPLY
PLAN AND PROFILE
STA. 14+40 - 18+00
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-5 7 20
WATER SUPPLY LINE - STA. 14+40 TO 18+00
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
EXIST 2" PVC TO REMAIN (VERIFY LOCATION)
ACCESS ROAD (UNIMPROVED)
NOTES:
1. ADJUST NEW PIPELINE LOCATION IF NECESSARY TO AVOID UNNECESSARY
CROSSINGS OF EXISTING WATERLINE.
2. NEW WATERLINE IS TO BE INSTALLED NEAR THE SOUTH SIDE OF THE ACCESS ROAD
FOR BETTER EROSION CONTROL AND CLEARANCE FROM EXISTING WATERLINE. 3'
INSIDE OF ROAD EDGE IS IDEAL, BUT CAN VARY AS NEEDED TO MAINTAIN A
REASONABLY STRAIGHT ALIGNMENT.
EXISTING GROUND
OVER PIPELINE
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
30" MIN
EXIST PRESSURE
REDUCING VALVE AND
MANHOLE TO REMAIN
NEW SZ 0.5C, SEE ELECTRICAL
POWER POLE #D28650
(POSSIBLE POWER
DROP LOCATION)
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18+00
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+0
0 20+40
95 81
95 81
18+00 19+00 20+00 20+40
IN
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L
TE
E
AT
L
O W
P O
IN
T
(D R
AI
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IN
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O N
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IN
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EN
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A:
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A:
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A:
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.0
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A:
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ST
A:
0+
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ELEV: 8190.4
ELEV: 8190.2
ELEV: 8193.0
E
E
E
STA: 19+79.6 - C/L UTILITY BLDG
FF ELEV: 8196.25
SEE SHEET D-2 FOR DETAILS
STA: 18+91.1±
2" PVC TO REMAIN IN SERVICE
CROSSING DEPTH UNKNOWN
STA: 18+57.8
1.5" PVC TO REMAIN IN SERVICE
CROSSING DEPTH UNKNOWN
2" HDPE WATERLINE
ELECTRICAL CONDUIT MAY BE RUN IN SAME
TRENCH. SEE TRENCH DETAIL - SHEET D-4
(FOR CLARITY, NOT ALL CONDUIT IS SHOWN)
24" MIN (ELEC)
3'
NEW 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
3/3 /24
:5
7 K
CA
RN
ES
X :\A
SH
LE
Y\
MO
ON
LA
KE
.W
EL
L.
\D
RA
W
IN
GS
\W
1- W
6.M
OO
NL
AK
E.
W
EL
L.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
WATER SUPPLY
PLAN AND PROFILE
STA. 18+00 - 20+40
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-6 8 20
WATER SUPPLY LINE - STA. 18+00 TO 20+40
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
ACCESS ROAD (UNIMPROVED)
NOTES:
1. ADJUST NEW PIPELINE LOCATION IF NECESSARY TO AVOID UNNECESSARY
CROSSINGS OF EXISTING WATERLINE.
2. NEW WATERLINE IS TO BE INSTALLED NEAR THE SOUTH SIDE OF THE ACCESS ROAD
FOR BETTER EROSION CONTROL AND CLEARANCE FROM EXISTING WATERLINE. 3'
INSIDE OF ROAD EDGE IS IDEAL, BUT CAN VARY AS NEEDED TO MAINTAIN A
REASONABLY STRAIGHT ALIGNMENT.
EXISTING GROUND
OVER PIPELINE
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
30" MIN
INSTALL 2" TEE AND
VALVE TO DRAIN
STA. 17+45.0
INSTALL 2" TEE AND
VALVE TO DRAIN
STA. 17+05.1
SEE SHEET D-2 FOR ALL
FITTINGS AND PIPING
WITHIN 5' OF BUILDING
PROPOSED
FIN. GRADE
INSTALL 45° BENDS
STA. 17+26.6
STA. 17+40.8
NEW WELL
STA. 17+54.0
SEE SHEET W-7 FOR
DRAIN LINE PROFILE
AND SITE DETAIL
BEND PER ALLOWED RADIUS
STA.16+11 TO 16+34
EXIST PRESSURE
REDUCING VALVE AND
MANHOLE TO REMAIN
2" HDPE
BEND PER ALLOWED RADIUS
STA.16+89 TO 17+05
NEW SZ 0.5C, SEE ELECTRICAL
EXIST 1.5" PVC TO REMAIN
(VERIFY LOCATION)
EXIST UTILITY POLE #D28650
(POSSIBLE POWER DROP LOCATION)
EXIST STOCK GATE TO REMAIN
REMOVE EXIST CLOSURE
GATE W/ POSTS
EXIST 2" PVC TO
REMAIN (VERIFY
LOCATION)
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+0
+8
20+00 21+00 21+80
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A:
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ST
AL
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2" T
EE
BE
G
IN
D R
AI
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L
IN
E
IN
ST
AL
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2" T
EE
R
IG
H
T
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A:
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IN
ST
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2" D
AY
LI
G H
T D
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AI
N (S
EE
S
H
EE
T D
-4
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A:
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.5
ST
A:
0+
.0
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ST
AL
L
2" V
AL
VE
(S
EE
S H
EE
T
D -3
ELEV:8190.2
-2.0%
W
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E E
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A
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E
E
2" HDPE WATERLINE
EDGE OF DRILLING
AND BUILDING PAD.
SEE PAD GRADING
NOTE.
N
EW
" H
D
PE
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 /24
:3
5 K
CA
RN
ES
X :\A
SH
LE
Y\
MO
ON
LA
KE
.W
EL
L.
\D
RA
W
IN
GS
\W
1- W
6.M
OO
NL
AK
E.
W
EL
L.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
WELL SITE DETAIL
AND DRAINLINE
PLAN AND PROFILE
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-7 9 20
DRAIN LINE - STA. 20+00 TO 21+80
VERTICAL SCALE: 1" = 8'
HORIZONTAL SCALE: 1" = 40'
EXIS
T 2
" P
VC TO
R
EMAIN
EXISTING GROUND
OVER PIPELINE
APPROXIMATE PIPE GRADE
EXCEPT WHERE SPECIFIC
ELEVATIONS ARE SHOWN
INSTALL 2" TEE
STA. 20+40.0 (DRAIN LINE)
STA. 17+45.0 (MAIN LINE)
INSTALL 2" TEE
STA. 20+71.5
PROPOSED
FIN. GRADE
NEW WELL
SEE SHEET W-6 FOR
MAIN LINE PROFILE
2" GSP
INSTALL DAYLIGHT DRAIN
STA. 21+50.3
(SEE SHEET D-4)
INSTALL 2" VALVE
STA. 20+41.0
(SEE SHEET D-3)
NEW UTILITY
BUILDING
N
EW
" H
D
PE
NEW 2"
H
DPE
AC
CES
S
ROAD
(U
NIM
PR
OVE
D)
GRADE OUTLET DITCH
AT 2% TO DAYLIGHT
SEE SHEET W-6 FOR
MAIN LINE PROFILE
PAD AND ROADWAY GRADING NOTES:
1. GRADE AWAY FROM BUILDING AND WELL A MINIMUM OF 5% FOR 5' AWAY.
2. GRADE 12' X 35' DRILLING PAD WITH MAXIMUM OF 3% CROSS-SLOPE AND 5%
RUNNING SLOPE.
3. SURROUNDING SLOPES ARE TO BE 3:1 MAX, FOR FILL AND 2:1 MAX FOR CUT.
4. FILL SLOPE BELOW DRILL PAD MAY BE EXTENDED AS NECESSARY TO PROVIDE
DRILL RIG OUTRIGGER SUPPORT.
5. SURFACE ROAD AND PARKING WHERE INDICATED WITH 6" AGGREGATE BASE
(GRADING G) TO FINISH GRADE.
8'
8.5'
FF=8219.25
AC
CE
SS
R
OAD
(U
NI
M
PR
OVE
D)
DRILL AND EQUIP NEW
8"Ø WATER WELL
(SEE SHEET D-1)
MATCH EDGE OF EXISTING
ACCESS ROAD
INSTALL 16 LF 2" HDPE
(TEE TO TEE)
2"
HDPE (S
EE PROFILE
AT R
IG
HT)
12' X 35'
DRILL PAD
WELL SITE DETAIL
INSTALL 16' GATE
(SEE SHEETS D-5 TO D-7)
PLACE 1575 SF AGGREGATE
BASE (GRADING G) 6" THICK
N
EW
S Z
0.
5C
, S
EE
E
LE
C
TR
IC
AL
N
EW
S Z
0.
5C
, S
EE
EL
EC
TR
IC
AL
SEE SHEET D-2 FOR UTILITY
BUILDING CONNECTIONS
AND EQUIPMENT.
12'
R 8'
R8' R40'
R10'
GRADE
BREAK
2%
2%
2.5%
2%
GRADE
BREAK
5.6%
INSTALL 2" VALVE
FOR SYSTEM DRAIN
(SEE SHEET D-3)
100' RADIUS GROUNDWATER
PROTECTION ZONE 1
100' RADIUS GROUNDWATER
PROTECTION ZONE 1
REMOVE EXISTING METAL
CLOSURE GATE AND POSTS
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EXISTING STOCKWATER
STORAGE TANK TO REMAIN.
NEW 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
3/3 /24
:1
6 K
CA
RN
ES
X :\A
SH
LE
Y\
MO
ON
LA
KE
.W
EL
L.
\D
RA
W
IN
GS
\W
1- W
6.M
OO
NL
AK
E.
W
EL
L.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
TANK SITE
MODIFICATIONS
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
W-8 10 20
EXIST 2" PVC LINE TO TRAILHEAD TO REMAIN
NEW TANK OVERFLOW DRAIN.
SEE MODIFICATION NOTE 4
FOR REQUIRED WORK.
EXIST. 2" TANK DRAIN VALVE
TO REMAIN. INSTALL NEW
VALVE BOX (SEE SHEET D-3)
EXIST. 1-1/2" HDPE
TANK SITE MODIFICATION NOTES:
1. VALVE BOX MODIFICATIONS:
1.1. REMOVE INTERIOR FITTINGS FOR THE SPRING SUPPLY LINE (EAST LINE).
1.2. CAP 3" INLET AND 2" OUTLET FOR THE GSP SPRING SUPPLY LINE INSIDE BOX
AT EXISTING THREADED ENDS NEAREST BOX WALLS.
2. NORTH TANK MANWAY MODIFICATIONS:
2.1. LOCATION OF TRANSITION FROM 2" TO 1" IS UNKNOWN. REMOVE 1" AND 2" GSP
INLET LINE AT LEAST 5' FROM MANWAY.
2.2. INSERT PLUG INTO INTERIOR SIDE OF 1" FPT MANWAY BUNG.
2.3. INSTALL FLOAT IN MANWAY. SEE SHEET E-3 FOR DETAILS.
2.4. REMOVE SOIL TO 2' MIN. AROUND MANWAY AND TO 18" BELOW TOP OF
MANWAY. GRADE OUT TO DRAIN.
3. SOUTH TANK MANWAY MODIFICATIONS:
3.1. DRILL AND WELD IN NEW 2" INLET BUNG INTO MANWAY OPPOSITE LADDER, 4"
ABOVE MANWAY BASE FLANGE. ENSURE MANWAY FLANGE GASKET IS
PROTECTED FROM DAMAGE DURING WELDING. SEE SHEET D-3.
3.2. INSTALL STREET 90 ELBOW INTO INTERIOR BUNG END (POINTING DOWN).
3.3. EXTEND EXTERIOR PIPING BEYOND TANK SIDEWALL BEFORE INSTALLING 2"
GSP ELBOW DOWN, 2" GSP RISER (TO 30" DEPTH) AND 2" GSP ELBOW WITH GSP
x HDPE ADAPTOR AT THE BOTTOM OF THE RISER.
3.4. REMOVE SOIL TO 2' MIN. AROUND MANWAY AND TO 18" BELOW TOP OF
MANWAY. GRADE OUT TO DRAIN.
4. TANK OVERFLOW MODIFICATIONS:
4.1. EXCAVATE AND CUT PVC VENT PIPE APPROXIMATELY 7' BEHIND CURRENT
DAYLIGHT POINT.
4.2. LOCATE AND DISCONNECT EXISTING FILL PIPE FOR TROUGH. PLUG TEE.
4.3. INSTALL 10' SECTION OF 2" GSP PIPE AND TANK OVERFLOW OUTLET PER
DETAIL ON SHEET D-4.
ACCESS ROAD (U
NIMPROVED)
EXISTING CONCRETE VALVE
VAULT. SEE MODIFICATION
NOTE 1 FOR REQUIRED WORK.
SEE SHEETS W-2 TO W-6 FOR
MAIN LINE PLANS AND PROFILES
EXIS
T 2"
P
VC TANK O
VERFLO
W
TO R
EMAIN
EXIST 2"
PVC TANK D
RAIN
LI
NE TO R
EMAIN
EXISTING TANK
DRAIN TO REMAIN
EXIST 2" SPRING SUPPLY LINE (TO ABANDON IN PLACE)
EXIST 3" PVC W
ATERLINE TO CAMPGROUND (TO REMAIN)
EXIST 3" SPRING
SUPPLY LINE
(ABANDO
N IN PLACE)
EXIST 3" PVC W
ATERLINE TO
CAM
PG
RO
UND (TO
REM
AIN)
NORTH 30"Ø TANK MANWAY.
SEE MODIFICATION NOTE 2
FOR REQUIRED WORK.
SOUTH 30"Ø TANK MANWAY.
SEE MODIFICATION NOTE 3
FOR REQUIRED WORK.
VENT
EXISTING 12,000 GALLON
FIBERGLASS WATER TANK WITH
STAINLESS STEEL MANWAYS.
NEW SZ 0.5C, SEE ELECTRICAL
DIG OUT 2' MIN AROUND BOTH MANWAYS TO
ENSURE TOP OF WALL IS 18" MIN ABOVE GROUND.
GRADE OUT TO ENSURE DRAINAGE 2% AWAY.
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SCALE IN FEET
AutoCAD SHX Text 10'
AutoCAD SHX Text 20'
10'
E
E
E
E
E A
A A
A A
A A
A A
A
E E
E
E E
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 /24
:4
5 K
CA
RN
ES
C :\U
SE
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INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
WELL CONSTRUCTION
AND PUMP
INSTALLATION DETAILS
3/01/2024
K. CARNES
K. CARNES
R. ANDERSON
FINAL
D-1 11 20
AutoCAD SHX Text WELL INSTALLATION NOTES: 1. DRILL WELL TO THE DEPTH REQUIRED TO PRODUCE 20 GPM OF WATER DRILL WELL TO THE DEPTH REQUIRED TO PRODUCE 20 GPM OF WATER WITHOUT SIGNIFICANT DRAWDOWN. ACTUAL DEPTH OF WELL MAY VARY BETWEEN 250 FEET AND 300 FEET. 2. THE WATER BEARING FORMATION IS EXPECTED TO BE GLACIAL/ALLUVIAL THE WATER BEARING FORMATION IS EXPECTED TO BE GLACIAL/ALLUVIAL DEPOSITS. 3. WATER BEARING FORMATION IS EXPECTED TO BE UNDERLAIN BY AN WATER BEARING FORMATION IS EXPECTED TO BE UNDERLAIN BY AN IMPERMEABLE SHALE FORMATION. DRILLING WILL END AT THE SHALE IF ENCOUNTERED LESS THAN 300' DEEP. 4. IF FORMATION AT SCREEN IS PRODUCING SAND, PLACE GRAVEL PACK TO A IF FORMATION AT SCREEN IS PRODUCING SAND, PLACE GRAVEL PACK TO A MINIMUM OF 5' ABOVE THE SCREEN. SIZE GRAVEL PACK BASED ON GRAIN SIZE OF SAND FOUND IN THE FORMATION. 5. THE 12" OVERSIZE BOREHOLE AND CEMENT GROUT SEAL SHALL EXTEND THE 12" OVERSIZE BOREHOLE AND CEMENT GROUT SEAL SHALL EXTEND THROUGH THE FIRST IMPERMEABLE LAYER (IF PRESENT WITHIN 100'), BUT MUST ALSO EXTEND AT LEAST 50' BELOW GRADE. 6. IF IT IS POSSIBLE TO DRILL OPEN HOLE: END THE 8" STEEL CASING 10' IF IT IS POSSIBLE TO DRILL OPEN HOLE: END THE 8" STEEL CASING 10' BELOW THE GROUT SEAL (OR 10' BELOW THE DEPTH THAT THE FORMATION CAN SUPPORT ITSELF) 7. THE LOCATION OF THE WELL AND ORIENTATION OF THE PITLESS UNIT AND THE LOCATION OF THE WELL AND ORIENTATION OF THE PITLESS UNIT AND HDPE PIPE WILL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER BEFORE DRILLING. 8. THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE EXISTING GROUND SO THAT WHEN THE AREA AROUND THE CASING IS GRADED, THE CASING WILL EXTEND TO THE DISTANCE INDICATED ABOVE FINAL GROUND. 9. SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT CONTAMINATION SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT CONTAMINATION OF THE WELL. 10. GRADE AREA AROUND WELL CASING TO DRAIN AWAY FROM CASING. GRADE AREA AROUND WELL CASING TO DRAIN AWAY FROM CASING. 11. INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN CAUSED BY SETTLING SOILS. THE SWING JOINT SHALL CONSIST OF TWO 90-DEG. GALVANIZED STEEL ELBOWS. THE ORIENTATION OF THE SWING JOINT SHALL BE SUCH THAT ANY SETTLING THAT OCCURS WILL TIGHTEN THE THREADS.
AutoCAD SHX Text
2" HDPE
AutoCAD SHX Text WELL PUMP INSTALLATION NOTES: 1. PUMP IS DESIGNED TO DELIVER SPECIFIED FLOW UNDER THE PUMP IS DESIGNED TO DELIVER SPECIFIED FLOW UNDER THE FOLLOWING CONDITIONS: - MAXIMUM DRAWDOWN IS 20 FEET. MAXIMUM DRAWDOWN IS 20 FEET. - MINIMUM FLOW OF 29 GPM UNDER TOTAL DYNAMIC HEAD OF MINIMUM FLOW OF 29 GPM UNDER TOTAL DYNAMIC HEAD OF 439 FEET (LOWEST EXPECTED WATER TABLE), AND - MINIMUM FLOW OF 31 GPM UNDER TOTAL DYNAMIC HEAD OF MINIMUM FLOW OF 31 GPM UNDER TOTAL DYNAMIC HEAD OF 391 FEET (MAX EXPECTED WATER TABLE.) 2. IF WELL DEPTH TO WATER IS NOT WITHIN THE RANGE OF 150 IF WELL DEPTH TO WATER IS NOT WITHIN THE RANGE OF 150 TO 200 FEET, OR IF DRAWDOWN AT 30 GPM IS EXCESSIVE, AN ALTERNATE PUMP MAY BE SELECTED BY THE CONTRACTING OFFICER. 3. PUMP SHALL BE A GRUNDFOS, MODEL 25S50-26, OR AN PUMP SHALL BE A GRUNDFOS, MODEL 25S50-26, OR AN APPROVED EQUAL.
AutoCAD SHX Text
IMPERMEABLE LAYER
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EXISTING GROUND
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EXISTING GROUND
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SLOPE 2%
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WELL INSTALLATION DETAIL NO SCALE
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SUBMERSIBLE PUMP INSTALLATION DETAIL NO SCALE
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2" HDPE
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TO UTILITY BUILDING
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ELECTRICAL CONDUIT
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2-INCH PVC SLEEVE FOR AIRLINE TUBING
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2% SLOPE
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NEAT CEMENT GROUT SEAL
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12" OVERSIZE BOREHOLE FOR GROUT SEAL. WITHDRAW OVERSIZED CASING IF USED.
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8" STEEL CASING
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FIELD WELD PITLESS UNIT TO WELL CASING
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INSTALL PITLESS UNIT
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INSTALL LOCKABLE, SANITARY WELL CAP
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1/4-INCH COPPER AIRLINE TUBING FOR WATER LEVEL TESTING
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PULL PIPE
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INSTALL PUMP SERVICE CABLE
AutoCAD SHX Text INSTALL DISCHARGE PIPE 1-1/2" SCH 40 GSP OR FLEXIBLE POLYESTER FIBER-REINFORCED HOSE (OPTIONAL BID ITEM)
AutoCAD SHX Text
WELL CASING
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INSTALL CHECK VALVE 2 FEET ABOVE PUMP
AutoCAD SHX Text INSTALL SUBMERSIBLE WELL PUMP 240' BELOW GROUND SURFACE UNLESS DIRECTED OTHERWISE BY THE CONTRACTING OFFICER.
AutoCAD SHX Text
END AIRLINE TUBING APPROX. 2 FEET ABOVE PUMP (LEAVE OPEN - DO NOT CAP)
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1-1/2" PITLESS UNIT DISCHARGE
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INSTALL LOCKABLE, SANITARY WELL CAP
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AIRLINE TEST BLOCK
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TO UTILITY BUILDING
AutoCAD SHX Text INSTALL SWING JOINT, HDPE/GSP TRANSITION, AND 1-1/2 x 2" REDUCER (SEE NOTE 9)
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WATER BEARING STRATA
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PUMP CURVE INFORMATION
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6" STAINLESS STEEL WELL SCREEN
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END OF 8" STEEL CASING
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6" PVC RISER CASING SCH. 80
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PACKER
AutoCAD SHX Text 150' Water Depth
AutoCAD SHX Text Pump Curve
AutoCAD SHX Text 205' Water Depth
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M
M
I N
UTILITY BUILDING NOTES
ALL PIPE AND FITTINGS SHALL BE GALVANIZED STEEL, UNLESS OTHERWISE NOTED.
1. 2" HDPE
2. 2" HDPE TEE
3. 2" HDPE 90-DEG ELBOW
4. 2" X 1-1/2" REDUCER
5. 2" HDPE DRAINLINE
6. 2" POLY CURB VALVE AND BOX
7. 2" HDPE/GSP TRANSITION FITTING
8. 1-1/2" TEE
9. 1-1/2" BALL VALVE
10. 1-1/2" GALVANIZED STEEL PIPE
11. FIRE HOSE ADAPTER W/ CAP (1-1/2" NPT X 1-1/2" MNH) AND 50-FEET OF 1-1/2" FIRE HOSE TO SERVE
AS PUMP-TO-WASTE DISCHARGE
12. 1-1/2" X 1-1/2" X 1" TEE
13. 1-1/2" X 1" BUSHING, 1" BALL VALVE, 1" AIR RELEASE VALVE. SEE INSTALLATION DETAIL ON THIS
SHEET.
14. 1" GALVANIZED STEEL PIPE
15. 1-1/2" UNION
16. 1-1/2" X 1/2" TEE WITH SMOOTH NOSED SAMPLE TAP
17. 1-1/2" CHECK VALVE
18. 1-1/2" X 3/4" TEE
19. 3/4" X 1/2 " TEE, 1/2" X 1/4" BUSHING, AND PRESSURE GAUGE WITH 1/4" BALL VALVE
20. 3/4" HOSE BIB WITH VACUUM BREAKER, AND 10 FEET OF 3/4" RUBBER HOSE
21. 1-1/2" 90-DEG. ELBOW
22. 1-1/2" WYE STRAINER
23. 1-1/2" WATER METER (INCLUDE IDLER PIPE W/ METER)
24. 1" PULSE METER W/ UNION COUPLINGS WATER-POWERED CHLORINATOR
25. 1-1/2" X 1" TEE
26. 1" BALL VALVE
27. NOT USED
28. 1" X 1/2" TEE W/ INJECTOR FITTING AND CHECK VALVE
29. 1" 90-DEG. ELBOW
30. CHLORINATION INJECTION FEED PUMP
31. 1-1/2" X 1" REDUCER, 1" BALL VALVE, AND PRESSURE RELIEF VALVE. INSTALL OUTLET FITTINGS TO
DIRECT DISCHARGE TOWARD FLOOR BENEATH PLUMBING..
32. 10 GALLON CHLORINE SOLUTION CONTAINER W/ FEED PUMP PLATFORM
33. 1/4" POLYETHYLENE CHLORINE INJECTION TUBE (SEE GENERAL NOTE 5)
34. 1/4-INCH BALL VALVE (BLEED-OFF VALVE), SECURELY COVER END WITH NON-CORRIDIBLE #24
SCREEN
35. 1/4-INCH TEE
36. 1/4-INCH COPPER TUBING TO 1/4-INCH GSP TRANSITION
37. 1/4-INCH NPT SCHRADER VALVE, PROVIDE AIR PUMP TO CHARGE LINE
38. WELL WATER DEPTH GAUGE, DIRECT READING
39. 1/4-INCH COPPER TUBING (INSTALL WITHIN 2-INCH PVC SLEEVE BETWEEN UTILITY BUILDING AND
WELL WITH SWEEPING BENDS)
40. PIPE SUPPORTS (UNISTRUT OR EQUAL)
41. 5" HDPE OR PVC PIPE SLEEVE
42. 10'-6"W X 12'-0"L X 8'-0"H PRECAST CONCRETE UTILITY BUILDING.
43. 16" X 16" MOTORIZED SHUTTER/DAMPER, INSTALL TWO. (SEE SHEET E-1)
44. 6" GRAVEL BASE
45. ELECTRICAL CONTROL BOX (SEE SHEET E-1)
46. METERMAIN (SEE SHEET E-1)
47. EYEWASH STATION. MOUNT TO WALL 54" ABOVE FLOOR.
48. BINDER STORAGE CABINET. MOUNT TO WALL 54" ABOVE FLOOR.
GENERAL NOTES
1. ALL PIPES AND PLUMBING APPURTENANCES SHALL BE SECURELY SUPPORTED OR ATTACHED TO
WALLS OF UTILITY BUILDING WITH REQUIRED OFFSETS FROM WALLS. USE PIPE SUPPORTS
(UNISTRUT OR APPROVED EQUAL) AS NECESSARY TO PREVENT MOVEMENT OF PIPES DURING
NORMAL OPERATION.
2. PLUMBING APPURTENANCES AND PIPING MAY BE SUBSTITUTED WITH COPPER PIPE AND SWEAT
FITTINGS. ENSURE PROPER DIELECTRIC FITTINGS ARE USED WHERE NECESSARY.
3. UTILITY BUILDING FLOOR SHALL BE ABOVE THE FINAL GROUND ELEVATION WITH GRADE SLOPING
5% MINIMUM AWAY FOR 5'. SLOPE FLOOR TO DRAIN TOWARDS DOORWAY.
4. INSTALL SWEEP BEND UNDER SLEEVE TO PREVENT KINKING OF THE AIRLINE TUBING.
5. LOOSELY ATTACH CHLORINATOR TUBING AND PULSE METER WIRE TO PIPING WITH PLASTIC TIES
OR HOOK-AND-LOOP FABRIC. DO NOT LAY ON FLOOR.
2" HDPE TO
STORAGE TANK
2" HDPE
FROM WELL
SET PIPE CENTERLINE AT
18" - 24" ABOVE FLOOR
10'-6"
18"
2" HDPE
2" HDPE
H
D P
E
H
D P
E
TO WELL
AIRLINE TUBING IN 2"
CONDUIT FROM WELL
SLOPE
TO DRAIN
SLOPE
TO DRAIN
SLOPE
TO DRAIN
5' AT 5% MIN.
(TYP)
M
I N
AIR RELEASE
VALVE
BALL VALVE
INSTALL #24 MESH,
NON-CORRODIBLE
SCREEN ON END
EXISTING GROUND
FINAL GROUND
18"
18"
18"
TO DAYLIGHT
DRAIN
CEILING
FLOOR
CEILING
FLOOR
18"
D O
O R
FINAL FLOOR TO SLOPE
TOWARDS DOORWAY AT
1% (1/8" PER FOOT)
18"
D O
O R
M
I N
8"
NOTE: CLAMP ASSEMBLY
TO UNISTRUT MOUNTED
TO WALL (APPROX. 30"
ABOVE FLOOR)
SECTION A-A
NOT TO SCALE
SECTION B-B
NOT TO SCALE
AIR RELEASE
VALVE INSTALLATION
NOT TO SCALE
UTILITY BUILDING
PLAN VIEW
NOT TO SCALE
DETAIL A
NOT TO SCALE
INSTALL SWEEP BEND
UNDER SLEEVE TO
PREVENT KINKING OF
THE AIRLINE TUBING
SEE DETAIL B
SEE DETAIL A
KEEP CLEAR FOR
ELECTRICAL
DETAIL B
NOT TO SCALE
PIPE TO BE VENTED
1/2" GALV. STEEL
PIPE AND FITTINGS
2" HDPE
FROM WELL
SLOPE
TO DRAIN
A
TEE TO
DRAIN
M
I N
SLOPE
TO DRAIN
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 /24
:3
8 K
CA
RN
ES
C :\U
SE
RS
\K
CA
RN
ES
\B
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\E
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DE
SI
GN
\A
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\D
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\D
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UT
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IT
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LD
G.
DW
G;
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INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
UTILITY BUILDING
PLUMBING PLAN
3/01/2024
K CARNES
K CARNES
R ANDERSON
FINAL
D-2 12 20
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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
3/3 /24
:3
7 K
CA
RN
ES
C :\U
SE
RS
\K
CA
RN
ES
\B
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\E
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DE
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GN
\A
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\D
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\D
3- D4
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NL
AK
E.
DR
N-
VL
V-
TR
NC
H.
DW
G;
R4
INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
LOCATING WIRE, VALVE,
AND MANWAY
MODIFICATION DETAILS
3/01/2024
K CARNES
K CARNES
R. ANDERSON
FINAL
D-3 13 20
AutoCAD SHX Text
FURNISH ONE KEY FOR EACH FIVE (OR FRACTION THEREOF) CURB AND/OR VALVE BOXES.
AutoCAD SHX Text
LOCKING TYPE LID
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BUFFALO TYPE CURB BOX.
AutoCAD SHX Text 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.
AutoCAD SHX Text
ADJUSTABLE VALVE BOX
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PENTAGON KEY
AutoCAD SHX Text 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.
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VALVE OPERATING WRENCH
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SOCKET TO FIT SQUARE NUT, SIZE MAY VARY.
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HEAT FUSION JOINT (TYP.)
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HDPE PIPE
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VALVE AND EXTENSION
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- POLY VALVES AND CURB BOXESPOLY VALVES AND CURB BOXES
AutoCAD SHX Text FURNISH VALVE EXTENSION FOR EACH DEEP VALVE AS NEEDED TO EXTEND TO WITHIN 36" OF GROUND LEVEL.
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- UTILITY LOCATING SYSTEMUTILITY LOCATING SYSTEM
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TYPE 1G GROUNDED TERMINAL ACCESS POINT FASTENED TO FOUNDATION WALL - SEE NOTE 1
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GROUND ROD DRIVEN INTO TRENCH BOTTOM - CONNECT TO ACCESS POINT
AutoCAD SHX Text NOTES: 1. TYPE 1G TERMINAL ACCESS POINTS AT BUILDINGS, TANKS, AND WELLS ARE TO BE COPPERHEAD T2B OR EQUAL SET 6" ABOVE GROUND ON 24" LONG PVC 1" CONDUIT TYPE 1G TERMINAL ACCESS POINTS AT BUILDINGS, TANKS, AND WELLS ARE TO BE COPPERHEAD T2B OR EQUAL SET 6" ABOVE GROUND ON 24" LONG PVC 1" CONDUIT SECURELY FASTENED TO FOUNDATION WALLS WITH PIPE CLAMPS, OR TO PIPES AND MANWAYS WITH STAINLESS WIRE. LEAVE 12" OF EXTRA WIRE LENGTH LOOSELY WOUND INTO CONDUIT. 2. TYPE 2 ACCESS POINTS ARE TO BE SET WITH ACCESS LIDS AT GROUND LEVEL IN TRAFFIC AREAS OR 4" ABOVE GRADE IN NON-TRAFFIC AREAS. LEAVE 12" OF LOOSE TYPE 2 ACCESS POINTS ARE TO BE SET WITH ACCESS LIDS AT GROUND LEVEL IN TRAFFIC AREAS OR 4" ABOVE GRADE IN NON-TRAFFIC AREAS. LEAVE 12" OF LOOSE WIRE LOOPED WITHIN ACCESS RISER UNDER LID 2.1. TYPE 2N ACCESS POINTS AT VALVES AND UTILITY BOXES ARE TO BE COPPERHEAD CD14BTP (NON-GROUNDED), OR EQUAL. TYPE 2N ACCESS POINTS AT VALVES AND UTILITY BOXES ARE TO BE COPPERHEAD CD14BTP (NON-GROUNDED), OR EQUAL. 2.2. TYPE 2G ACCESS POINTS AT RV HOOKUPS, HYDRANTS, DRAINS, AND SIMILAR END-OF-LINE FEATURES ARE TO BE COPPERHEAD LD14B2T-SW (GROUNDED), OR EQUAL. TYPE 2G ACCESS POINTS AT RV HOOKUPS, HYDRANTS, DRAINS, AND SIMILAR END-OF-LINE FEATURES ARE TO BE COPPERHEAD LD14B2T-SW (GROUNDED), OR EQUAL. 3. DEAD END STUB OUT LINES FOR FUTURE CONNECTION ARE TO HAVE A GROUND ROD DRIVEN AT THE END OF THE LINE AND CONNECTED DIRECTLY TO THE END OF THE DEAD END STUB OUT LINES FOR FUTURE CONNECTION ARE TO HAVE A GROUND ROD DRIVEN AT THE END OF THE LINE AND CONNECTED DIRECTLY TO THE END OF THE LOCATOR WIRE WITH A SPLICE CONNECTOR. 4. GROUND RODS ARE TO BE DRIVEN INTO UNDISTURBED TRENCH BOTTOM BELOW PIPELINE. GROUND RODS ARE TO BE DRIVEN INTO UNDISTURBED TRENCH BOTTOM BELOW PIPELINE. 5. BURIED WIRE CONNECTIONS ARE TO UTILIZE WATERPROOF CONNECTORS. BURIED WIRE CONNECTIONS ARE TO UTILIZE WATERPROOF CONNECTORS. 6. TRACER WIRE IS TO BE #12 COPPER-CLAD STEEL. WIRE INSULATION SHALL BE HDPE COLORED BLUE FOR WATER INSTALLATIONS. ATTACH WIRE AT LOWER THIRD OF PIPE TRACER WIRE IS TO BE #12 COPPER-CLAD STEEL. WIRE INSULATION SHALL BE HDPE COLORED BLUE FOR WATER INSTALLATIONS. ATTACH WIRE AT LOWER THIRD OF PIPE WITH TAPE OR PLASTIC TIES AT 5' INTERVALS.
AutoCAD SHX Text
GROUND ROD DRIVEN INTO TRENCH BOTTOM - CONNECT TO ACCESS POINT
AutoCAD SHX Text TYPE 2N NON-GROUNDED ACCESS POINT- SEE NOTE 2. ATTACH TO MAIN TRACER W/ 3-WAY CONNECTOR
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VALVE
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UTIL. BOX
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BUILDING
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HYDRANT
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LATERAL
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3-WAY CONNECTOR
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TYPE 2G GROUNDED TERMINAL ACCESS POINT- SEE NOTE 2.
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SYSTEM SCHEMATIC NO SCALE
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TANK
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CONTROL BUILDING
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DRAIN
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WELL
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VALVE
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VALVE
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GENERAL WIRING CONFIGURATION NO SCALE
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TYPE 1G
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TYPE 2N
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TYPE 1G
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TYPE 2G
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3-WAY CONNECTOR
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TYPE 1G
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TYPE 1G
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TYPE 2N
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TRACER WIRE (TYP.)
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AutoCAD SHX Text EXCAVATE GROUND TO 18" MIN. BELOW TOP OF MANWAY AND GRADE TO DRAIN TO DAYLIGHT (PERFORM AT BOTH MANWAYS)
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- SOUTH TANK MANWAY MODIFICATIONSOUTH TANK MANWAY MODIFICATION
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CUT HOLE FOR 2" COUPLING THROUGH MANWAY WALL - WELD COUPLING CENTERED IN WALL
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TOP OF FIBERGLASS TANK
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FIBERGLASS MANWAY BELOW FLANGE
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LADDER
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STEEL MANWAY ABOVE FLANGE
AutoCAD SHX Text PROTECT FLANGE GASKET FROM WELDING HEAT DAMAGE - REMOVE UPPER MANWAY IF NECESSARY
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EXISTING STEEL LID WITH LOCKBAR AND GASKET
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EXIST GROUND
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FINISH GRADE
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NEW 2" GSP INLET PIPE
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2" GSP STREET ELL
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2" GSP PIPE 4" LONG
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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
3/3 /24
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INTERMOUNTAIN REGION
GAOA DUCHESNE
ROOSEVELT RD
WATER
MOON LAKE
WATERLINE
REPL 2 (WELL
CONSTRUCTION)
ASHLEY
NATIONAL FOREST
DUCHESNE-ROOSEVELT DISTRICT
DRAINS AND TRENCH
CROSS SECTION
DETAILS
3/01/2024
K CARNES
K CARNES
R. ANDERSON
FINAL
D-4 14 20
AutoCAD SHX Text NOTES: 1. FOR USE ONLY WITH FOR USE ONLY WITH DRAINS DOWNSTREAM OF NORMALLY CLOSED VALVES. 2. EXTEND DRAIN LINE TO EXTEND DRAIN LINE TO DAYLIGHT. 3. THE LAST 10' OF DRAIN THE LAST 10' OF DRAIN LINE SHALL BE GALVANIZED STEEL PIPE.
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PIPE SIZE
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SUCTION STRAINER DIAMETER
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NATURAL GROUND
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- DAYLIGHT DRAIN WITH RODENT DAYLIGHT DRAIN WITH RODENT PROOF DRAIN OUTLET
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