C04 Attach 8-Plans Water System 2a.pdf
PDF 9 MB Posted
- Attached to
- GAOA Sherando Recreation Area Rehabilitation, George Washington-Jefferson National Forest
- Solicitation number
- 1240LT26Q0089
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a design drawing set for the Sherando Lake Recreation Area Water System Replacement project under the United States Department of Agriculture Forest Service, Region 8 (Southern Region), in Virginia. The project involves replacing the water system for the George Washington & Jefferson National Forests' Glenwood and Pedlar Ranger Districts.
The project encompasses comprehensive water infrastructure replacement including supply lines from two wells (Williams Branch Well and Loop A Well), a storage reservoir, and distribution piping to multiple service areas: B-C-Group Loop, C Loop, Upper A Loop, Lower A Loop, Beach Area, Volunteer Village, Warehouse facilities, and Day Use parking areas. Key components include approximately 30 sheets of design drawings detailing mainline profiles, hydrant installations (Types A and B), utility vaults, pressure reducing valves, air release valves, drain details, and associated appurtenances. The water system uses primarily HDPE (High-Density Polyethylene) piping in sizes ranging from 1.5 inches to 6 inches, with installation depths maintaining 24-inch minimum burial depths and slopes to ensure drainage. The design includes directional boring under streams, installation of new hydrants with concrete pads and drainage grates, reservoir modifications, and well house renovations at two locations. Point tables provide survey data with northing and easting coordinates for design reference. The drawings include detailed specifications for materials, installation procedures, maintenance access, and winterization considerations appropriate for the mountainous recreation area setting.
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1897.58
CP
1992.64
CP
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CU-04
CU-03CU-05
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CU-09
CU-10
CU-11
CU-13
CU-14
CU-17
CU-16
GROUP LOOP
VOLUNTEER VILLAGE
WAREHOUSE
C LOOP
B LOOP
AMPHITHEATER
STORAGE TANK
WILLIAMS BRANCH WELL HOUSEWILLIAMS BRANCH DAY USE
UPPER A LOOP
LOWER A LOOP
DAY USE PARKING
LOWER A LOOP
WELL HOUSE
OFFICE
BEACH AREA
CU-12
CU-03
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CU-15
CU-18
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POINT TABLE
POINT #
NORTHING
6653311.05
6654123.15
EASTING
11334047.97
11333671.59
INSTALL COMBINATION
AIR RELEASE VALVE
INSTALL PRESSURE RELIEF VALVE
INSTALL PRESSURE REDUCING
VALVEINSTALL PRESSURE
REDUCING VALVE
INSTALL PRESSURE
REDUCING VALVE
INSTALL AIR RELEASE
VALVE ON SUPPLY LINE
AND ON DISTRIBUTION LINE
INSTALL AIR
RELEASE VALVE
M M
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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
6/2 8/2
6 1 3:
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(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
SHERANDO RECREATION
AREA EXISTING
CONDITIONS OVERVIEW
11/19/2024 ---
A. FOX
A. FOX
D. KIMBALL
CU-01
003 030
0 75' 150'
SCALE IN FEET
75'
GENERAL SURVEY NOTES:
1. ALL SURVEYING WAS COMPLETE USING GNSS SURVEY EQUIPMENT AND ON NAD83 VIRGINIA STATE PLANE NORTH ZONE, U.S. SURVEY FOOT.
GENERAL NOTES:
1. NEW WATERLINE SHALL BE BURIED AT A MINIMUM OF 24 INCHES TO THE TOP OF THE PIPE FROM THE GROUND SURFACE EXCEPT FOR DRAIN PIPES. PLAN AND PROFILE SHEETS WERE DESIGNED TO MAINTAIN THIS MINIMUM AND NOT TO EXCEED 5 FEET DEPTH, IF POSSIBLE, WHICH WOULD REQUIRE SHORING. THE CONTRACTOR WITH APPROVAL FROM THE CONTRACTING OFFICER MAY ADJUST GRADES AS LONG AS THE 24-INCH MINIMUM BURIAL
DEPTH IS MAINTAINED AND THE PIPE SLOPES TO DRAIN AT A MINIMUM OF 1%.
2. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HYDRANTS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
3. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS FOR PUBLIC DRINKING WATER SYSTEM.
4. THE MAXIMUM ALLOWABLE CLEARING WIDTH ALONG PIPING ALIGNMENTS SHALL BE 18 FEET (TOTAL), HOWEVER, THE CLEARED WIDTH SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. THE CONTRACTOR SHALL PRIORITIZE THE PRESERVATION OF TREES LARGER THAN 11" DBH TO THE GREATEST EXTENT POSSIBLE IN ALL LOCATIONS AND SHALL USE CAUTION AND AVOID DAMAGE TO ALL TREES AND VEGETATION. THE CONTRACTOR
SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING LIMITS.
5. WATERLINES SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM VAULT TOILETS AND SEPTIC TANKS.
6. ON LATERALS AND DRAIN LINES, INSTALL VALVES AND BOXES 2 FEET FROM THE TEE OR LINE TO BE DRAINED UNLESS DRAWINGS SPECIFY OTHERWISE.
7. VALVES TO BE SAME SIZE AS THE LINE THEY ARE INSTALLED ON UNLESS INDICATED OTHERWISE. ALL VALVES 2" AND SMALLER SHALL BE BALL VALVES AND ANYTHING LARGER THAN 2" SHALL BE GATE VALVES.
9. DRAINS SHALL BE PLACED IN THE LOWEST POINT OF THE PIPE IF THE LOW POINT DIFFERS FROM THE DESIGN DATA.
10. ALL STREAM BORINGS SHALL BE AT A MINIMUM 5 FEET BELOW THE LOWEST POINT OF THE STREAM AT ALL TIMES.
11. SUPPLY OR DISTRIBUTION PIPE SHALL BE BURIED A MINIMUM OF 36 INCHES BELOW THE ROAD SURFACE TO THE TOP OF THE PIPE. SUPPLY OR DISTRIBUTION PIPE SHALL BE PLACED INSIDE A STEEL CASING PIPE (SEE SPECIFICATIONS SECTION 221100) BENEATH ALL ASPHALT ROAD SURFACES; DEPTH TO TOP OF CASING PIPE SHALL BE 36 INCHES.
12. AN ATTEMPT HAS BEEN MADE TO ACCURATELY DEPICT ALL VALVES, DRAINS, HYDRANTS, AND MANHOLES. WHETHER THEY ARE SHOWN OR NOT SHOWN ON THE DRAWINGS, CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY COMPONENTS OF THE EXISTING WATER SYSTEM THAT CONFLICT WITH INSTALLATION OF THE PROPOSED WATER SYSTEM AND FOR DEMOLISHING AND REMOVING ALL COMPONENTS OF THE EXISTING SYSTEM TO A MINIMUM DEPTH OF 1 FOOT BELOW THE SURFACE. COMPONENTS OF THE EXISTING WATER SYSTEM THAT DO NOT CONFLICT WITH THE PROPOSED SYSTEM SHALL BE CAPPED OR GROUTED ON EACH END AND ABANDONED IN-PLACE. BREAK OR PERFORATE THE BOTTOM OF STRUCTURES ABANDONED IN-PLACE TO PROVIDE DRAINAGE, AND FILL THE REMAINING STRUCTURE WITH AN OPEN-GRADED, SELF-COMPACTING AGGREGATE (SUCH AS #57) TO 1 FOOT BELOW THE SURFACE, AND MATCH THE SURROUNDING SURFACE IN THE REMAINING SPACE. SEVER ALL CONNECTIONS BETWEEN
ANY PIPING OR COMPONENTS TO BE ABANDONED IN-PLACE AND THE PROPOSED WATER SYSTEM.
13. AN ATTEMPT HAS BEEN MADE TO LABEL ALL EXISTING UTILITIES, EXCEPT IN THE C-LOOP AREA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE ACTUAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR IF UTILITIES SHOWN ON THE DRAWINGS BECOME DAMAGED. IF A UTILITY WAS NOT SHOWN ON THE DRAWINGS AND IT BECOMES DAMAGED, CONTRACTOR MAY SEEK REIMBURSEMENT FOR REPAIRING THE DAMAGED UTILITY. NOTE THAT NO INFORMATION HAS BEEN SHOWN FOR THE UTILITIES IN THE C-LOOP AREA; UTILITIES DO EXIST IN THE C-LOOP AREA AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES IN THAT AREA.
14. THE PRECISE LOCATIONS OF EXISTING UTILITIES ARE NOT KNOWN AND HAND-EXCAVATION IS RECOMMENDED IN THE VICINITY OF ANY KNOWN OR
SUSPECTED EXISTING UTILITY.
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1897.58
CP
1992.64
CP
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CU-04
CU-03CU-05
CU-06
CU-07
CU-08
CU-09
CU-10
CU-11
CU-13
CU-14
CU-17
CU-16
GROUP LOOP
VOLUNTEER VILLAGE
WAREHOUSE
C LOOP
B LOOP
AMPHITHEATER
STORAGE TANK
WILLIAMS BRANCH WELL HOUSEWILLIAMS BRANCH DAY USE
UPPER A LOOP
LOWER A LOOP
DAY USE PARKING
LOWER A LOOP
WELL HOUSE
OFFICE
BEACH AREA
CU-12
CU-03
W
CU-15
CU-18
E
E
E
E
W
POINT TABLE
POINT #
NORTHING
6653311.05
6654123.15
EASTING
11334047.97
11333671.59
INSTALL COMBINATION
AIR RELEASE VALVE
INSTALL PRESSURE RELIEF VALVE
INSTALL PRESSURE REDUCING
VALVEINSTALL PRESSURE
REDUCING VALVE
INSTALL PRESSURE
REDUCING VALVE
INSTALL AIR RELEASE
VALVE ON SUPPLY LINE
AND ON DISTRIBUTION LINE
INSTALL AIR
RELEASE VALVE
M M
M
M
W
W
W W
W
W
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
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LA
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KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
SHERANDO RECREATION
AREA OVERVIEW 2
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-02
004 030
GENERAL SURVEY NOTES:
1. ALL SURVEYING WAS COMPLETE USING GNSS SURVEY EQUIPMENT AND ON NAD83 VIRGINIA STATE PLANE NORTH ZONE, U.S. SURVEY FOOT.
0 75' 150'
SCALE IN FEET
75'
GENERAL NOTES:
1. NEW WATERLINE SHALL BE BURIED AT A MINIMUM OF 24 INCHES TO THE TOP OF THE PIPE FROM THE GROUND SURFACE EXCEPT FOR DRAIN PIPES. PLAN AND PROFILE SHEETS WERE DESIGNED TO MAINTAIN THIS MINIMUM AND NOT TO EXCEED 5 FEET DEPTH, IF POSSIBLE, WHICH WOULD REQUIRE SHORING. THE CONTRACTOR WITH APPROVAL FROM THE CONTRACTING OFFICER MAY ADJUST GRADES AS LONG AS THE 24-INCH MINIMUM BURIAL DEPTH IS
MAINTAINED AND THE PIPE SLOPES TO DRAIN AT A MINIMUM OF 1%.
2. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HYDRANTS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
3. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS FOR PUBLIC DRINKING WATER SYSTEM.
4. THE MAXIMUM ALLOWABLE CLEARING WIDTH ALONG PIPING ALIGNMENTS SHALL BE 18 FEET (TOTAL), HOWEVER, THE CLEARED WIDTH SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. THE CONTRACTOR SHALL PRIORITIZE THE PRESERVATION OF TREES LARGER THAN 11" DBH TO THE GREATEST EXTENT POSSIBLE IN ALL LOCATIONS AND SHALL USE CAUTION AND AVOID DAMAGE TO ALL TREES AND VEGETATION. THE CONTRACTOR SHALL
CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING LIMITS.
5. WATERLINES SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM VAULT TOILETS AND SEPTIC TANKS.
6. ON LATERALS AND DRAIN LINES, INSTALL VALVES AND BOXES 2 FEET FROM THE TEE OR LINE TO BE DRAINED UNLESS DRAWINGS SPECIFY OTHERWISE.
7. VALVES TO BE SAME SIZE AS THE LINE THEY ARE INSTALLED ON UNLESS INDICATED OTHERWISE. ALL VALVES 2" AND SMALLER SHALL BE BALL VALVES AND ANYTHING LARGER THAN 2" SHALL BE GATE VALVES.
9. DRAINS SHALL BE PLACED IN THE LOWEST POINT OF THE PIPE IF THE LOW POINT DIFFERS FROM THE DESIGN DATA.
10. ALL STREAM BORINGS SHALL BE AT A MINIMUM 5 FEET BELOW THE LOWEST POINT OF THE STREAM AT ALL TIMES.
11. SUPPLY OR DISTRIBUTION PIPE SHALL BE BURIED A MINIMUM OF 36 INCHES BELOW THE ROAD SURFACE TO THE TOP OF THE PIPE. SUPPLY OR DISTRIBUTION PIPE SHALL BE PLACED INSIDE A STEEL CASING PIPE (SEE SPECIFICATIONS SECTION 221100) BENEATH ALL ASPHALT ROAD SURFACES; DEPTH TO TOP OF CASING PIPE SHALL BE 36 INCHES.
12. AN ATTEMPT HAS BEEN MADE TO ACCURATELY DEPICT ALL VALVES, DRAINS, HYDRANTS, AND MANHOLES. WHETHER THEY ARE SHOWN OR NOT SHOWN ON THE DRAWINGS, CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY COMPONENTS OF THE EXISTING WATER SYSTEM THAT CONFLICT WITH INSTALLATION OF THE PROPOSED WATER SYSTEM AND FOR DEMOLISHING AND REMOVING ALL COMPONENTS OF THE EXISTING SYSTEM TO A MINIMUM DEPTH OF 1 FOOT BELOW THE SURFACE. COMPONENTS OF THE EXISTING WATER SYSTEM THAT DO NOT CONFLICT WITH THE PROPOSED SYSTEM SHALL BE CAPPED OR GROUTED ON EACH END AND ABANDONED IN-PLACE. BREAK OR PERFORATE THE BOTTOM OF STRUCTURES ABANDONED IN-PLACE TO PROVIDE DRAINAGE, AND FILL THE REMAINING STRUCTURE WITH AN OPEN-GRADED, SELF-COMPACTING AGGREGATE (SUCH AS #57) TO 1 FOOT BELOW THE SURFACE, AND MATCH THE SURROUNDING SURFACE IN THE REMAINING SPACE. SEVER ALL CONNECTIONS BETWEEN
ANY PIPING OR COMPONENTS TO BE ABANDONED IN-PLACE AND THE PROPOSED WATER SYSTEM.
13. AN ATTEMPT HAS BEEN MADE TO LABEL ALL EXISTING UTILITIES, EXCEPT IN THE C-LOOP AREA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE ACTUAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR IF UTILITIES SHOWN ON THE DRAWINGS BECOME DAMAGED. IF A UTILITY WAS NOT SHOWN ON THE DRAWINGS AND IT BECOMES DAMAGED, CONTRACTOR MAY SEEK REIMBURSEMENT FOR REPAIRING THE DAMAGED UTILITY. NOTE THAT NO INFORMATION HAS BEEN SHOWN FOR THE UTILITIES IN THE C-LOOP AREA; UTILITIES DO EXIST IN THE C-LOOP AREA AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES IN THAT AREA.
14. THE PRECISE LOCATIONS OF EXISTING UTILITIES ARE NOT KNOWN AND HAND-EXCAVATION IS RECOMMENDED IN THE VICINITY OF ANY KNOWN OR
SUSPECTED EXISTING UTILITY.
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1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+
6+506+77
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108109
310 311 312
314 315
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EV
AT
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N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
STORAGE TANK LINES PROFILE
0+851+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+77
2.00%
45.00%
8.32% 1.99%
1.
68.24%
ST
A:
+0 0.
EL
EV
: 1
8.
ST
A:
+6
4.
EL
EV
: 1
9.
ST
A:
+3
0.
EL
EV
: 2
1.
ST
A:
+0
4.
EL
EV
: 2
7.
ST
A:
+7
4.
EL
EV
: 2
9.
ST
A:
+7
6.
EL
EV
: 2
4.
ST
A:
+5
4.
EL
EV
: 2
7.
ST
A:
+0
0.
EL
EV
: 1
8.
ST
A:
+0
4.
EL
EV
: 2
7.
STA: 6+76.69
ELEV: 2114.00
ST
A:
+5
4.
EL
EV
: 2
7.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
WILLIAMS BRANCH SUPPLY LINE-WELL PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+39
-1.50% -1.50% 4.00%3.00%
ST
A:
+0
0.
EL
EV
: 1
7.
STA: 1+70.00
ELEV: 1856.45
STA: 4+22.00
ELEV: 1852.67
STA: 5+82.00
ELEV: 1857.47
NEW SUPPLY LINE
INLET 4" ABOVE
OVERFLOW PIPE.
SEE DETAIL D-03.
EXISTING WATER SUPPLY
AND DISTRIBUTION LINE.
ABANDONED IN PLACE
WITH BOTH ENDS OF LINE
GROUTED SHUT.
NEW 1.5 INCH
SUPPLY LINE AND 6
INCH DISTRIBUTION
LINE BORED
UNDERNEATH THE
SURFACE
4 INCH HDPE
DISTRIBUTION LINE
FEEDING UPPER A, B,
C, AND GROUP LOOPS.
SEE SHEET CU-04..
3 INCH HDPE RESTROOM LATERAL.
CONNECT TO EXISTING
DISTRIBUTION LINE IN EXISTING
VALVE VAULT. NEW VALVE SHALL
BE INSTALLED IN LARGE VALVE
VAULT ACCORDING TO DETAIL
D-05.
3 INCH HDPE
DISTRIBUTION LINE
FEEDING BEACH AREA.
SEE SHEET CU-12.
WILLIAMS BRANCH
RESTROOM BUILDING.
V
REMOVE ALL EXISTING
WATERLINE IF NEW
WATERLINE IS IN THE
SAME TRENCH. IF NOT,
THE WATERLINE SHALL
BE GROUTED SHUT ON
BOTH SIDES. TYP.
LARGE 14'X8' UTILITY
VAULT, SEE DETAIL D-05
PUMP OUT DRAIN TO
BE INSTALLED. SEE
SHEET D-04.
V
EXISTING WELL HOUSE.
CONNECT NEW 1.5 INCH HDPE
SUPPLY LINE TO PROPOSED PVC
PIPING INSIDE WELL HOUSE.
EXISTING ACCESS ROAD -
SHALL BE RESTORED TO
PRE-CONSTRUCTION
CONDITION
UTILITY VAULT WHERE
DISTRIBUTION LINE TEES.
SAME LOCATION WHERE
SUPPLY LINES TEE
TOGETHER. SEE SHEET D-05.
TERMINATE BORING AT STATION 5+93.
OPEN TRENCH TO BEHIND THE STORAGE
TANK AND RUN NEW SUPPLY LINE SHALL
TERMINATE 6 INCHES BELOW THE
OVERFLOW LINE IN THE TANK.
DISTRIBUTION LINE WILL ATTACH TO
STORAGE TANK NEAR THIS LOCATION.
SEE D-03 FOR FURTHER DETAILS.
1.5 INCH HDPE SUPPLY LINE WILL TEE
INTO 1.5 INCH HDPE SUPPLY LINE FROM
OTHER WELL IN LARGE UTILITY VAULT.
INSTALL VALVE, VALVE BOX, AND PUMP OUT
DRAIN IN THIS LOCATION PER D-04 AND D-07
TIE INTO PROPOSED PVC PLUMBING SYSTEM
INSIDE THE EXISTING WELL HOUSE
1.5" HDPE SUPPLY LINE
NEW WATERLINE
EXISTING GROUND
6" HDPE DISTRIBUTION LINE AND 1.5" HDPE SUPPLY LINE
SCALE IN FEET
15' 30'15'
STORAGE TANK LINES ALIGNMENT.
SEE "STORAGE TANK LINES PROFILE"
ON THIS SHEET.
NEW WATERLINE
EXISTING GROUND
APPROX. LOCATION OF
BORING TO BEGIN OR END.
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
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NN
EX
\A
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DA
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\L
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\B
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RP
DD
BW
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O W
AT
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M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
WILLIAMS BRANCH &
STORAGE TANK
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-03
005 030
SEE THIS SHEET FOR
"WILLIAMS BRANCH SUPPLY
LINE-WELL PROFILE"
1.5" HDPE SUPPLY LINE
APPROXIMATE
LADDER LOCATION
V A
INSTALL COMBINATION AIR
RELEASE VALVE ON
DISTRIBUTION LINE ONLY JUST
DOWNSTREAM OF GATE VALVE
INSTALL 6" HDPE
BUTT-FUSION GATE VALVE
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE AND INSTALL AN ANCHORING SYSTEM FOR THE 1.5" Ø SUPPLY PIPE AND 6" Ø DISTRIBUTION PIPE BETWEEN THE VALVE VAULT AND RESERVOIR THAT HAS BEEN DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEATLH OF VIRGINIA. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENGAGE SUCH ENGINEER AND PROVIDE THE SEALED DESIGN TO THE C.O.R. FOR
REVIEW AND APPROVAL.
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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
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
W
W
W
W
W
W
W
E E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
1+00
1+50
2+00
2+50
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
W
W
W
70 1870
18801880
108109
117118
M M
M
M
W
W
W
W
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B-C-GROUP LOOP MAINLINE PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
-1.50% 19.00%
3.00% 3.00%
-6.00% -2.00% 2.01%
STA: 1+00.00
ELEV: 1858.00
STA: 1+71.00
ELEV: 1856.94
STA: 2+76.00
ELEV: 1857.28
ST
A:
+5
5.
EL
EV
: 1
9.
STA: 6+67.10
ELEV: 1866.22
STA: 1+94.00
ELEV: 1855.56
STA: 2+60.00
ELEV: 1854.24 ST
A:
+3 6.
EL
EV
: 1
5.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
UPPER A LOOP MAINLINE PROFILE
18581860
18581860
1+00 1+50 2+00 2+25
2.40% 7.00%
STA: 1+00.00
ELEV: 1860.00
STA: 2+03.00
ELEV: 1862.47
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
AMPHITHEATER HYDRANT & FOUNTAIN PROFILE
1860 1860 1+00 1+48
8.00%
STA: 1+00.00
ELEV: 1860.10
STA: 1+47.84
ELEV: 1863.93
W
W
W
W
W
W
W
W
W
W
W
W
V
AT MAINLINE STATION
3+95.55. TEE TO UPPER
LOOP A MAINLINE BEGIN
1+00, 3-INCH HDPE
INSTALL 3-INCH PRESSURE
REDUCING VALVE ON UPPER A
LOOP LINE. SEE SHEET D-01
P
AT UPPER A LOOP 1+06.58,
AMPHITHEATER LATERAL
BEGINS 1+00 WITH SHUT OFF
VALVE, 2-INCH HDPE
INSTALL NEW HYDRANT.
TYPE A, SEE DETAIL D-02.
REMOVE AND DISPOSE OF
EXISTING WATER FOUNTAIN.
APPROXIMATE
ELECTRICAL CROSSING
MAINTAIN MINIMUM 36 INCH COVER
OVER THE CASING PIPE
UNDERNEATH PAVED ROADWAYS,
SEE SPECIFICATION 221100.
TO LOOP B
BORE UNDERNEATH STREAM
BEGIN STREAM
BORE
INSTALL
PUMP-OUT
DRAIN, END
STREAM BORE
TEE TO UPPER A
LOOP BEGINS
D
INSTALL PUMP OUT DRAIN, END
STREAM BORE. SEE SHEET D-04
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINEEXISTING GROUND
NEW WATERLINE
1+06.58 - INSTALL PRESSURE
REDUCING VALVE #3 ON MAINLINE,
SET TO 80 PSI. SEE D-01
AMPHITHEATER LATERAL 1+08
BEGIN WITH NEW VALVE
INSTALL NEW HYDRANT, TYPE A
4" HDPE PIPE
3" HDPE PIPE
2" HDPE PIPE
BEGIN STREAM BORE
SCALE IN FEET
15' 30'15'
TRENCH THROUGH AGGREGATE
PATH AND REPAIR ONCE
BACKFILLED
TRENCH THROUGH CONCRETE
PATH AND PATCH TRAIL ONCE
COMPLETE
TRENCH THROUGH CONCRETE
PATH AND PATCH TRAIL ONCE
COMPLETE
TRENCH THROUGH CONCRETE
PATH AND PATCH TRAIL ONCE
COMPLETE
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS OTHERWISE SHOWN FOR SOME
BUILDINGS WHERE THE VALVES SHALL BE INSTALLED IN THE EXISTING MANHOLE.
2. PROFILES ARE IN DIFFERENT SCALE THAN MODEL SPACE TO UTILIZE SPACE ON THE SHEET AND MAXIMIZE VIEWING
AREAS. B-C-GROUP LOOP MAINLINE IS 1"=40'.
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
YH
ZG
LA
LE
KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
DAY USE PARKING AREA
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-04
006 030
EXISTING WATERLINE TO BE
GROUTED SHUT ON BOTH ENDS
WHERE LEFT IN THE GROUND, (TYP.)
AGGREGATE PATH, TYP.
CONCRETE PATH, TYP.
ASPHALT PATH, TYP.
SEE D-05 FOR
CONNECTION DETAIL
IN VALVE VAULT.
NEW VALVE AT 1+02
STREAM
V
INSTALL VALVE AT
3+80
INSTALL 4-INCH PRESSURE
REDUCING VALVE #2 ON
MAINLINE, SET TO 80 PSI. SEE
DETAIL D-01.
P
PRV VALVE
LOCATION AT 9+00
GROUP LOOP
MAINLINE TO B LOOP
AMPHITHEATER
HYDRANT LATERAL LINE
UPPER A LOOP MAINLINE
MAINLINE FROM UTILITY VAULT
MAINLINE VALVE IN CURB BOX
PRESSURE REDUCING VALVE,
VALVE USED FOR PRV CAN BE
UTILIZED FOR UPPER A LOOP
SHUTOFF.
AMPHITHEATER HYDRANT
LATERAL LINE VALVE IN
CURB BOX
P V
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
W
W
W
W
W
W
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
C15
C14
C16
C17
C18
B1
B2
B3
B4
B6
B8
B9
B11 B10
B12
B13
S
S
S
S
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W
W
W
W
W
W
W
WWWW
W W
W W
WW
W
WW
W
W W
18801880
1890 1890
E
E
E
E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E E
E E
E
E
E
E
W
W
W W
121122
125126
127128 129130131
132133
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B-C-GROUP LOOP MAINLINE PROFILE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
2.70% 1.50%
ST
A:
5+
.1
EL
EV
: 1
9.
ST
A:
6+
.5
EL
EV
: 1
2.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B LOOP HYDRANT 1 PROFILE
1+00 1+50 2+00 2+37
2.00%
ST
A:
+0
0.
EL
EV
: 1
1.
ST
A:
+3
6.
EL
EV
: 1
4.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B LOOP HYDRANT 2 PROFILE
1+00 1+50 1+62
2.00%
ST
A:
+0
0.
EL
EV
: 1
4.
ST
A:
+6
1.
EL
EV
: 1
6.
B LOOP HYDRANT 1 PROFILE
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B LOOP HYDRANT 3 PROFILE
1+00 1+35
5.00%
ST
A:
+0
0.
EL
EV
: 1
5.
ST
A:
+3
4.
EL
EV
: 1
7.
VV
V
V
TEE FOR B LOOP
HYDRANT 1, TYPE A
INSTALL NEW
VALVE, TYP.TEE FOR B LOOP REST ROOM, TIE INTO
EXISTING LINE AT EXISTING MAN HOLE IN
CONCRETE, REPLACE EXISTING VALVE
WITH NEW AND CONNECT TO EXISTING
PLUMBING INTO BUILDING
TEE FOR B LOOP
HYDRANT 2
TEE FOR B LOOP
HYDRANT 3.
TEE FOR B LOOP
HYDRANT 4. TYPE A,
SEE SHEET D-02
C LOOP
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
B LOOP HYDRANT 1
AT 10+30
B LOOP HYDRANT 2
AT 12+37
B LOOP REST ROOM
AT 12+20
B LOOP HYDRANT 3
AT 12+77
B LOOP HYDRANT 4
AT 13+85
4" HDPE PIPE
2" HDPE PIPE
2" HDPE PIPE
2" HDPE PIPE
SCALE IN FEET
15' 30'15'
OPEN TRENCH THROUGH LOOP
ROAD, PATCH ASPHALT TO MATCH
EXISTING GRADE.
OPEN TRENCH THROUGH LOOP
ROAD, PATCH ASPHALT TO MATCH
EXISTING GRADE.
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS OTHERWISE SHOWN FOR SOME
BUILDINGS WHERE THE VALVES SHALL BE INSTALLED IN THE EXISTING MANHOLE.
2. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
3. NO INFORMATION HAS BEEN SHOWN FOR THE EXISTING UTILITIES IN THE C-LOOP AREA. UTILITIES DO EXIST IN THIS
AREA AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES IN THIS AREA.
NEW HYDRANT,
TYPE A
NEW HYDRANT,
TYPE A NEW HYDRANT,
TYPE A
V
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
7/2 2/2
6 1 0:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\O
NE
DR
IV
E
- U
SD
A\
DO
CU
ME
NT
S\
RO
RY
M
UL
LE
NN
EX
\F
AC
IL
IT
IE
S\
GL
EN
W
OO
D-
PE
DL
AR
\S
HE
RA
ND
O
LA
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R
EC
A
RE
A\ W
AT
ER
S
YS
TE
M\
0%
D
RA
FT
\S
HE
RA
ND
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W
AT
ER
S
YS
TE
M G-
CU
-1
9 0
6.D W
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
B LOOP
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-05
007 030
HYDRANT 3 TYPE B,
SEE SHEET D-02
HYDRANT 4 TYPE A,
SEE SHEET D-02
HYDRANT 2 TYPE A,
SEE SHEET D-02
HYDRANT 1 TYPE A,
SEE SHEET D-02
NEW VALVE AT 1+02
NEW VALVE AT 1+02
NEW VALVE AT 1+02
V
V V
V
INSTALL 4" MAINLINE
VALVE AT 15+27
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SSSS
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
W
W
W
W
W
W
W
W
W
W
W
W
W S
S S
S
S
S
S
S
S
S
S
S
S S
S S
S
C1
C2
C4
C3
C7
C12
C11
C15
C13
C14
C16
C17
C18
C19
W
W
E
E
E
E
E
E
E
E
E
E
E
W
W W
W
W
W
W
W
W
W W
WW
W
WW
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
130131 132133
141142
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B-C-GROUP LOOP MAINLINE PROFILE
17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50
1.50% 2.40%
14.00%
ST
A:
2+
.4
EL
EV
: 1
3.
STA: 18+73.46
ELEV: 1887.46
ST
A:
3+
.4
EL
EV
: 1
9.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
C LOOP HYDRANT 3 PROFILE
1+00 1+50 2+00 2+50 2+69
2.00% 10.00% 7.00%
ST
A:
+0
0.
EL
EV
: 1
5.
ST
A:
+5
6.
EL
EV
: 1
6.
ST
A:
+7
3.
EL
EV
: 1
8.
ST
A:
+6
6.
EL
EV
: 1
4.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
C LOOP HYDRANT 2 PROFILE
1+00 1+50 2+00 2+50 3+00
-2.00% 2.00%
ST
A:
+0
0.
EL
EV
: 1
3.
ST
A:
+7
5.
EL
EV
: 1
1.
ST
A:
+9
9.
EL
EV
: 1
4.
TEE FOR C LOOP
HYDRANT 1.
INSTALL VALVE,
TYP.
TEE FOR C LOOP
HYDRANT 3
TEE FOR C LOOP
HYDRANT 2
TEE FOR C LOOP
HYDRANT 4
TEE FOR C LOOP
REST ROOM
V
V
V
V
V
TO VOLUNTEER
VILLAGE AND
WAREHOUSE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
TEE FOR C LOOP
HYDRANT 3 AT 18+15
TEE FOR C LOOP
HYDRANT 1 AT 17+15
TEE FOR C LOOP
HYDRANT 2 AT 17+32
TEE FOR C LOOP
HYDRANT 4 AT 20+97
TEE FOR C LOOP REST
ROOM AT 18+98
4" HDPE PIPE
2" HDPE PIPE
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS OTHERWISE SHOWN FOR SOME BUILDINGS
WHERE THE VALVES SHALL BE INSTALLED IN THE EXISTING MANHOLE.
2. PROFILES NOT SHOWN FOR C LOOP HYDRANT 1 AND 4. THESE HYDRANTS SHALL BE SLOPED TO DRAIN BACK TO THE MAINLINE.
3. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
4. NO INFORMATION HAS BEEN SHOWN FOR THE EXISTING UTILITIES IN THE C-LOOP AREA. UTILITIES DO EXIST IN THIS ARE AND IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES IN THIS AREA.
NEW HYDRANT,
TYPE B
OPEN TRENCH THROUGH LOOP
ROAD, PATCH ASPHALT TO MATCH
EXISTING GRADE.
OPEN TRENCH THROUGH LOOP
ROAD, PATCH ASPHALT TO MATCH
EXISTING GRADE.
OPEN TRENCH THROUGH LOOP
ROAD, PATCH ASPHALT TO MATCH
EXISTING GRADE.
V
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
YH
ZG
LA
LE
KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
C LOOP
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-06
008 030
HYDRANT 1 TYPE A,
SEE SHEET D-02
HYDRANT 3 TYPE B,
SEE SHEET D-02
HYDRANT 4 TYPE A,
SEE SHEET D-02
INSTALL VALVE AND
VALVE BOX, SEE SHEET
D-07 (TYP.)
HYDRANT 2 TYPE A,
SEE SHEET D-02
INSTALL PUMPOUT
DRAIN, SEE SHEET D-04
NEW
VALVE AT
1+02
2" HDPE PIPE
NEW VALVE
AT 1+02
NEW HYDRANT,
TYPE A
INSTALL PUMPOUT
DRAIN PER D-04
EXISTING GROUND
NEW WATERLINE
2" HDPE HYDRANT
LATERAL LINE.
2" HDPE HYDRANT
LATERAL LINE.
INSTALL VALVE AT
22+61
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S
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W
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W
W
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W
W
W
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W
W
W
W
W
W
W
W
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W
W
W
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C1
E
E
E
E
E
E
E
E
E
E E
E
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W
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EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
WAREHOUSE LATERAL W2-W3 PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 3+78
2.00% 8.00%
ST
A:
+0
0.
EL
EV
: 1
6.
ST
A:
+2
7.
EL
EV
: 1
8.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
WAREHOUSE CXT LATERAL W1 PROFILE
1+00 1+50 2+00 2+50 2+71
-1.43% -3.00%
ST
A:
+0
0.
EL
EV
: 1
1.
ST
A:
+9
4.
EL
EV
: 1
0.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
WAREHOUSE CXT LATERAL W1 DRAIN PROFILE
1+00 1+40
-2.00%
ST
A:
+0
0.
EL
EV
: 1
7.
STA: 1+40.11
ELEV: 1917.13
V
V
V
TEE TO WAREHOUSE
HYDRANT LATERALSINSTALL VALVE AND
VALVE BOX, SEE SHEET
D-07, ( TYP.)
INSTALL NEW HYDRANT W2,
TYPE B, DETAIL SHEET D-02.
DRAIN TO DAYLIGHT, CONSTRUCT
RUN OUT DITCH TO MAINTAIN 12"
DROP ACCORDING TO DETAIL D-07.
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
TEE FOR WAREHOUSE
CXT HYDRANT 1 AT 2+66
2" HDPE PIPE
2" HDPE PIPE
2" HDPE PIPE
TEE TO HYDRANT 1 AND DRAIN
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS OTHERWISE SHOWN FOR SOME
BUILDINGS WHERE THE VALVES SHALL BE INSTALLED IN THE EXISTING MANHOLE.
2. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
3. NO INFORMATION HAS BEEN SHOWN FOR THE EXISTING UTILITIES IN THE C-LOOP AREA. UTILITIES DO EXIST IN THIS
AREA AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES IN THIS AREA.
NEW HYDRANT,
TYPE A
NEW HYDRANT,
TYPE A
V V
V
INSTALL VALVE AND VALVE
BOX, PER D-07, TYP.
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
YH
ZG
LA
LE
KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
WAREHOUSE
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-07
009 030
INSTALL NEW HYDRANT,
TYPE A, DETAIL SHEET D-02.
NEW VALVE AT 1+02
NEW VALVE AT 1+02
NEW VALVE AT 2+68
NEW VALVE AT 1+02
WAREHOUSE W1 ALIGNMENT
WAREHOUSE W2/W3
ALIGNMENT
SEE SHEET CU-08
HYDRANT W3,
TYPE B, DETAIL
SHEET D-02
V
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E
E
E
E
E
E
E
E
E
E
S
S
S
S S
S
S
S
S
S
SSSS
S
S
SS
S
E E
E
E
E
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
C18
C19
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S S
S S S S
S S
S
S
S
S
E
E
E
E
E
E
E
E
E
E
E
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
W
19101910
194019
1910 1910
1920 1920
19401940
19601960
196 197
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B-C-GROUP LOOP MAINLINE PROFILE
24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00
15.00% 12.00% 20.00%
14.00%
10.00%
ST
A:
6+
.4
EL
EV
: 1
7.
ST
A:
6+
.4
EL
EV
: 1
1.
STA: 26+78.46
ELEV: 1946.92
ST
A:
7+
.4
EL
EV
: 1
1.
ST
A:
5+
.4
EL
EV
: 1
2.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
VOLUNTEER VILLAGE HYDRANT 1 PROFILE
1+00 1+37
7.00%
ST
A:
+0
0.
EL
EV
: 1
3.
ST
A:
+3
7.
EL
EV
: 1
5.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
VOLUNTEER VILLAGE LATERAL V1 PROFILE
1+00 1+50 2+00 2+50 3+00 3+29
5.00% 2.00%
3.00%
20.00%
ST
A:
+0
0.
EL
EV
: 1
6.
STA: 2+44.00
ELEV: 1935.50
ST
A:
+0
8.
EL
EV
: 1
6.
ST
A:
+2
8.
EL
EV
: 1
7.
ST
A:
+8
2.
EL
EV
: 1
2.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
VOLUNTEER VILLAGE HYDRANT 2 PROFILE
1+00 1+50 1+92
8.00% 15.00%
ST
A:
+0
0.
EL
EV
: 1
4.
ST
A:
+3
6.
EL
EV
: 1
7.
STA: 1+90.00
ELEV: 1945.28
V
V
V
V
V
INSTALL NEW HYDRANT, TYPE B,
SEE SHEET D-02 (TYP.)
INSTALL NEW 2" HDPE
LINE, SLOPE TO DRAIN TO
MAINLINE
TO GROUP LOOP
INSTALL NEW VALVE AND
VALVEBOX, SEE SHEET
D-07 (TYP.)
TEE TO WAREHOUSE
LATERAL AT 24+56
TEE TO VOLUNTEER
VILLAGE LATERAL AT
24+58
TEE TO VOLUNTEER
VILLAGE UPPER
HYDRANT AT 26+99
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINEEXISTING GROUND NEW WATERLINE
TEE TO HYDRANT 1 AT
1+99
FOUR WAY CONNECTION
TO HYDRANTS 2&3 AT 2+18
TEE TO HYDRANT 4 AT 2+76
HYDRANT 5
AT END OF
LINE, TYPE B
4" HDPE PIPE 2" HDPE PIPE
2" HDPE PIPE
2" HDPE PIPE
TEE TO HYDRANT 1
FOUR WAY CONNECTION
TO HYDRANT 2 AND 3
TEE TO HYDRANT 4
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR
DRAIN TEE UNLESS OTHERWISE SHOWN FOR SOME BUILDINGS WHERE
THE VALVES SHALL BE INSTALLED IN THE EXISTING MANHOLE.
2. ALL HYDRANT PROFILES NOT SHOWN SHALL BE SLOPED TO DRAIN.
3. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
NEW HYDRANT,
TYPE BNEW HYDRANT,
TYPE B
V
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
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DA
TA
\L
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\B
OX
\B
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E
DI
T\
DO
CU
ME
NT
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HU
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LA
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KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
VOLUNTEER VILLAGE
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-08
010 030
INSTALL NEW HYDRANT, TYPE B,
SEE SHEET D-02 (TYP.)
INSTALL NEW HYDRANT, TYPE B,
SEE SHEET D-02 (TYP.)
INSTALL NEW HYDRANT, TYPE B,
SEE SHEET D-02 (TYP.)
INSTALL NEW HYDRANT, TYPE B,
SEE SHEET D-02 (TYP.)
INSTALL NEW HYDRANT, TYPE B,
SEE SHEET D-02 (TYP.)
NEW VALVE AT 1+02
NEW VALVE AT
1+02
NEW VALVE AT 2+78
V
AutoCAD SHX Text F
AutoCAD SHX Text O
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EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
B-C-GROUP LOOP MAINLINE PROFILE
28+00 28+50 29+00 29+50 29+84
8.00% 15.00%
5.00%
ST
A:
8+
.4
EL
EV
: 1
4.
STA: 29+36.46
ELEV: 1982.00
STA: 29+83.35
ELEV: 1984.34
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
GROUP LOOP LATERAL G2 PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+35
12.00% -5.00% -2.00%
3.00%
ST
A:
+0
0.
EL
EV
: 1
4.
ST
A:
+1
5.
EL
EV
: 1
0.
ST
A:
+0
3.
EL
EV
: 2
1.
ST
A:
+0
6.
EL
EV
: 1
7.
ST
A:
+3
3.
EL
EV
: 1
0.
WAREHOUSE CXT LATERAL W1 DRAIN PROFILE
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
GROUP LOOP HYDRANT 10 PROFILE
1+00 1+50 1+83
-10.00% -7.00%
ST
A:
+0
0.
EL
EV
: 1
8.
ST
A:
+2
1.
EL
EV
: 1
6.
ST
A:
+8
2.
EL
EV
: 1
1.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
GROUP LOOP LATERAL G1 PROFILE
1+00 1+50 2+00 2+50 2+96
-3.00%
ST
A
1+
EL
4.
3'
ST
A.
+9
6.
EL
.4
W W
W
S
S
E
E
E
E
E
E E
E
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
E E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
WW
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
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
199019901990 19
W W
W
W
W
V
V
V
V
VV
V
V
INSTALL NEW VALVE AND
VALVE BOX, SEE SHEET
D-07, (TYP.)
INSTALL DAYLIGHT
DRAIN, SEE SHEET D-07.
HYDRANT 6, TYPE A, SEE
SHEET D-02, (TYP.)
TEE TO LATERAL G1 AND
LATERAL G2
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
TEE AT REST
ROOM AT 2+61
TEE AT HYDRANT 1
(TYPE B) AT 3+28
TEE AT HYDRANT
3 (TYPE B) AT 3+68
HYDRANT 3 (TYPE B)
AT 4+01, ACTS AS
ARV
TEE AT END FOR
GROUP LOOP G1
& G2 LATERALS
4" HDPE PIPE
4" HDPE PIPE
2" HDPE PIPE
TEE TO REST ROOM
TEE TO HYDRANT 1
TEE TO HYDRANT 2
TEE TO HYDRANT 8
TEE CONNECTION
TO HYDRANT 8 AND
HYDRANT 9
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS
OTHERWISE SHOWN FOR SOME BUILDINGS WHERE THE VALVES SHALL BE INSTALLED IN
THE EXISTING MANHOLE.
2. ALL HYDRANTS SHOWN WITHOUT PROFILES SHALL BE SLOPED TO DRAIN.
3. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
3" HDPE PIPE
VV
HYDRANT 4 (TYPE
A) AT 4+90
HYDRANT 5 (TYPE A)
AT 5+90 HYDRANT 6 (TYPE A)
AT END
LATERAL G2
LATERAL G1
INSTALL DAYLIGHT
DRAIN, SEE SHEET D-07.
V
V
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
7/2 2/2
6 1 1:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\O
NE
DR
IV
E
- U
SD
A\
DO
CU
ME
NT
S\
RO
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M
UL
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NN
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\F
AC
IL
IT
IE
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GL
EN
W
OO
D-
PE
DL
AR
\S
HE
RA
ND
O
LA
KE
R
EC
A
RE
A\ W
AT
ER
S
YS
TE
M\
0%
D
RA
FT
\S
HE
RA
ND
O
W
AT
ER
S
YS
TE
M G-
CU
-1
9 0
6.D W
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
GROUP LOOP
11/19/2024 A. FOX
A. FOX
A. FOX
D. KIMBALL
CU-09
011 030
HYDRANT 10,
TYPE B
EXISTING GROUND
NEW WATERLINE
TEE TO HYDRANT 7
(TYPE A) AT 1+12.
TEE TO HYDRANT 9
(TYPE A)
HYDRANT 8 (TYPE A)
AT END
HYDRANT 5 TYPE A, SEE
SHEET D-02, (TYP.)
HYDRANT 4, TYPE A, SEE
SHEET D-02, (TYP.)
HYDRANT 3, TYPE B, SEE
SHEET D-02, (TYP.)
HYDRANT 2, TYPE B, SEE
SHEET D-02, (TYP.)
TEE TO HYDRANT 3
HYDRANT 1, TYPE B, SEE
SHEET D-02, (TYP.)
HYDRANT 7, TYPE A, SEE
SHEET D-02, (TYP.)
HYDRANT 8, TYPE A, SEE
SHEET D-02, (TYP.)
HYDRANT 9, TYPE A, SEE
SHEET D-02, (TYP.)
INSTALL VALVE
AT 1+02
INSTALL VALVE
AT 1+02
INSTALL VALVE
AT 1+02
2" HDPE PIPE
V
V
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W
W
W
W
W
W
W
W
W
W
WW
W
W
A22
A23
A31
A32
A19
W
W
W
W
W
W
W
W
S
S
S
E
E
E
E
E
E
E
E
E
E
E
E
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
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
UPPER A LOOP HYDRANT 1 PROFILE
1+00 1+50 2+00 2+50 3+00 3+40
11.00% 2.00%
STA: 1+00.00
ELEV: 1887.00
STA: 2+87.00
ELEV: 1890.74
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
UPPER A LOOP MAINLINE PROFILE
2+25 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+93
9.00% 14.00%
7.00% 13.00%
25.00%
17.00%
ST
A:
+3
9.
EL
EV
: 1
4.
STA: 4+06.00
ELEV: 1894.98
STA: 5+17.00
ELEV: 1910.52
STA: 5+36.00
ELEV: 1911.85
STA: 5+93.00
ELEV: 1919.26
ST
A:
+9
0.
EL
EV
: 1
7.
ST
A:
+7
5.
EL
EV
: 1
2.
EXISTING GROUND
NEW WATERLINE
TEE HYDRANT 1
AT 3+45
TEE HYDRANT 2
AT 5+02
TEE REST ROOM
AT 5+79
TEE AT END FOR
HYDRANTS 3-7
EXISTING GROUND
NEW WATERLINE
TEE HYDRANT 1
TEE HYDRANT 2
TEE FOR PROPOSED UPPER
LOOP A BATHHOUSE
TEE FOR
HYDRANTS 3-7
2" HDPE PIPE
2" HDPE PIPE
3" HDPE PIPE
V
V
V
V
INSTALL VALVE BOX AND
VALVE, SEE SHEET D-07 (TYP.)
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS
OTHERWISE SHOWN FOR SOME BUILDINGS WHERE THE VALVES SHALL BE INSTALLED IN THE
EXISTING MANHOLE.
2. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
NEW HYDRANT,
TYPE A
SLOPE HYDRANT LATERAL TO
DRAIN BACK TO MAINLINE
OPEN TRENCH THROUGH LOOP
ROAD, PATCH ASPHALT TO MATCH
EXISTING GRADE.
OPEN TRENCH THROUGH ROAD,
PATCH ASPHALT TO MATCH
EXISTING GRADE.
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
YH
ZG
LA
LE
KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
MAINLINE TO UPPER A
LOOP
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-10
012 030
HYDRANT 1, TYPE A, SEE
SHEET D-02, (TYP.)
HYDRANT 2, TYPE A, SEE
SHEET D-02, (TYP.)
HYDRANT 3, TYPE A, SEE
SHEET D-02, (TYP.)
NEW VALVE AT 1+02
PROPOSED UPPER LOOP
A BATHHOUSE LOCATION
(SEE ATRIAX PLANS)
EXISTING REST
ROOM
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W
W
W
W
W
W
W
W
WW
W
W W
W W
W
W
S S
S S
S S
S S
S S
S S
A21
A23
A24A27
A28
A29
A30
A31
A32
E
E
E
E
E
E
E
W
W
W
W
W
S
S
S
S
E
E
E
E
E
E
E
S S
S S
S S
S
W
WWW
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
19301930
236237
243244
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
UPPER A LOOP HYDRANT 3 PROFILE
1+00 1+50 1+61
10.00% 16.00%
ST
A:
+0
0.
EL
EV
: 1
9.
ST
A:
+3
9.
EL
EV
: 1
3.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
UPPER A LOOP HYDRANT 4&5 PROFILE
1+00 1+50 2+00 2+50 2+82
7.00% 12.00%
4.00%
ST
A:
+0
0.
EL
EV
: 1
9.
ST
A:
+2
2.
EL
EV
: 1
0.
ST
A:
+7
9.
EL
EV
: 1
7.
ST
A:
+8
1.
EL
EV
: 1
1.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
UPPER A LOOP HYDRANT 6 PROFILE
1+00 1+50 2+002+08
-13.00%
ST
A:
+0
0.
EL
EV
: 1
9.
ST
A:
+0
8.
EL
EV
: 1
4.
UPPER A LOOP HYDRANT 6 PROFILE
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
UPPER A LOOP HYDRANT 6 DRAIN PROFILE
1+00 1+47
-1.50%
ST
A:
+0
0.
EL
EV
: 1
4.
ST
A:
+4
7.
EL
EV
: 1
4.
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
DAYLIGHT DRAIN
VV
VV
V
NEW VALVE AND VALVE BOX,
SEE SHEET D-07 (TYP.)
NEW DAYLIGHT DRAIN,
SEE SHEET D-07.
TEE FOR HYDRANT 6 AT
2+14
2" HDPE PIPE
2" HDPE PIPE
2" HDPE PIPE
2" HDPE PIPE
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE
UNLESS OTHERWISE SHOWN FOR SOME BUILDINGS WHERE THE VALVES SHALL BE
INSTALLED IN THE EXISTING MANHOLE.
2. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
NEW HYDRANT,
TYPE A
NEW HYDRANT,
TYPE A
NEW HYDRANT, TYPE A
V
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
YH
ZG
LA
LE
KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
UPPER A LOOP
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-11
013 030
HYDRANT 4, TYPE B, SEE
SHEET D-02, (TYP.)
HYDRANT 5, TYPE A, SEE
SHEET D-02, (TYP.)
HYDRANT 6, TYPE A, SEE
SHEET D-02, (TYP.)
NEW VALVE AT
1+02
NEW VALVE AT
1+02
NEW VALVE AT
1+02
NEW VALVE AT
1+02
V
V
TEE FOR PROPOSED UPPER
LOOP A BATHHOUSE
TEE FOR
HYDRANTS 3-7 PROPOSED UPPER LOOP
A BATHHOUSE LOCATION
(SEE ATRIAX PLANS)
EXISTING REST
ROOM
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AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
LOOP A MAINLINE PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
-2.00% 15.00%-14.00% -2.00%
3.00%
ST
A:
+0
0.
EL
EV
: 1
8.
ST
A:
+0
3.
EL
EV
: 1
3.
ST
A:
+9
2.
EL
EV
: 1
2.
ST
A:
+3
2.
EL
EV
: 1
9.
ST
A:
+6
8.
EL
EV
: 1
9.
ST
A:
+3
7.
EL
EV
: 1
4.
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
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
W W
W W W W W W W W W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
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
1+00
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W 1850
50 1850
601860
108109
310 311 312
314 315
321 322
324325
M M
M
M
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
WW
W
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
BEACH AREA MAINLINE PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
-1.50% -15.66% -1.50% 18.00% -2.00%
5.00%
ST
A:
+0
0.
EL
EV
: 1
8.
ST
A:
+7
4.
EL
EV
: 1
4.
ST
A:
+1
5.
EL
EV
: 1
9.
ST
A:
+2
6.
EL
EV
: 1
7.
ST
A:
+6
1.
EL
EV
: 1
7.
ST
A:
+7
4.
EL
EV
: 1
9.
ST
A:
+4
9.
EL
EV
: 1
3.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
WILLIAMS BRANCH DRINKING FOUNTAIN PROFILE
1+00 1+501+60
2.00%
ST
A:
+0
0.
EL
EV
: 1
5.
ST
A:
+5
9.
EL
EV
: 1
6.
69NEW WATERLINE
EXISTING GROUND
BEGIN STREAM BORE END STREAM BORE,
INSTALL PUMP OUT DRAIN
V
END STREAM BORE, INSTALL
PUMP OUT DRAIN FOR SUPPLY
LINE AND DISTRIBUTION LINE,
SEE SHEET D-04
BEGIN STREAM BORE
NEW WATERLINE
EXISTING GROUND
3" HDPE PIPE & 1.5" HDPE SUPPLY LINE
3" HDPE PIPE
4 WAY CONNECTION TO DRINKING
FOUNTAIN AND HYDRANT AT 2+26
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS OTHERWISE SHOWN FOR SOME
BUILDINGS WHERE THE VALVES SHALL BE INSTALLED IN THE EXISTING MANHOLE.
2. ALL HYDRANTS AND VALVES SHALL BE SLOPED TO DRAIN.
3. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
4. CASING PIPE SIZES MAY VARY DUE TO COMPLETING ONE LARGE BORING OR TWO SEPARATE BORINGS. CONTRACTOR
SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL LAWS AS WELL AS INDUSTRY GUIDANCE WHEN SELECTING CARRIER
SIZING.
BEGIN DIRECTIONAL
BORING
V
V
VV
CONNECT TO EXISTING CCC
DRINKING FOUNTAIN, DO
NOT DISTURB FOUNTAIN
CONNECT TO EXISTING CCC
DRINKING FOUNTAIN, DO
NOT DISTURB FOUNTAIN
CONNECT TO EXISTING CCC
DRINKING FOUNTAIN, DO
NOT DISTURB FOUNTAIN
INSTALL VALVE BOX
AND VALVE, SEE
SHEET D-07, (TYP.)
3" BEACH
MAINLINE
WILLIAMS BRANCH
SUPPLY LINE
3" LOWER A LOOP
MAINLINE
4" GROUP LOOP
MAINLINE
4 WAY CONNECTION
AT 2+26
NEW WATERLINE
EXISTING GROUND
TEE TO CONNECT TO
EXISTING DRINKING
FOUNTAIN AT 3+15
CONNECT TO EXISTING
DRINKING FOUNTAIN
TEE TO CONNECT TO
EXISTING DRINKING
FOUNTAIN AT 4+97
END DIRECTIONAL BORING, INSTALL
PUMPOUT DRAIN PER DETAIL D-04
INSTALL ARV PER DETAIL
D-04
BEGIN DIRECTIONAL BORE
V
A
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
YH
ZG
LA
LE
KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
WILLIAMS BRANCH DAY
USE
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-12
014 030
HYDRANT, TYPE A, SEE
SHEET D-02, (TYP.)
END STREAM
BORE, INSTALL
PUMP OUT DRAIN,
SEE SHEET D-04
INSTALL ARV, SEE
SHEET D-04.
SEE D-05 FOR
CONNECTION POINT
INSTALL VALVE AT
1+02
SEE D-05 FOR
CONNECTION POINT
2" HDPE PIPE
STREAMS
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AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
LOWER A LOOP HYDRANT 1 PROFILE
1+00 1+50 2+002+01
-1.50%
ST
A:
+0
0.
EL
EV
: 1
0.
ST
A:
+0
1.
EL
EV
: 1
9.
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
LOOP A MAINLINE PROFILE
4+50 5+00 5+50 6+00 6+50 7+00 7+50
2.00% 5.00% 19.00% 6.00%
ST
A:
+6
5.
EL
EV
: 1
6.
ST
A:
+3
2.
EL
EV
: 1
0.
ST
A:
+6
7.
EL
EV
: 1
6.
ST
A:
+2
4.
EL
EV
: 1
0.
W
E
E
E
E
E
E
W W
W W
W W
W W
W W
W W
W
W
W
W
W
E
E
E
E
E
E
E
A18
A33
A19
A34
A35
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 W
W W
W W
W W
W
601860
304 305
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
DAY USE RR & FILL STATION PROFILE
1+00 1+50 1+75
1.50%
ST
A:
+0
0.
EL
EV
: 1
5.
ST
A:
+7
5.
EL
EV
: 1
6.
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND
NEW WATERLINE
EXISTING GROUND TEE TO RESTROOM
AT 1+52
3" HDPE PIPE & 1.5" HDPE SUPPLY LINE
2" HDPE PIPE
INSTALL T WITH 2" HDPE LINE WITH VALVE
AND VALVE BOX FOR FUTURE CONNECTION.
INCLUDE 2' OF LINE BEYOND THE VALVE
AND CAP THE END OF THE LINE.
SCALE IN FEET
15' 30'15'
NOTES:
1. ALL VALVES SHALL BE PLACED WITHIN 2 FEET OF LATERAL TEE OR DRAIN TEE UNLESS OTHERWISE SHOWN FOR SOME
BUILDINGS WHERE THE VALVES SHALL BE INSTALLED IN THE EXISTING MANHOLE.
2. ALL LATERAL LINE SIZES NOT SHOWN SHALL BE 2 INCHES IN DIAMETER.
NEW WATER FILL
TOWER
NEW HYDRANT,
TYPE A
OPEN TRENCH THROUGH LOOP
ROAD, PATCH ASPHALT TO MATCH
EXISTING GRADE.
V V
V
V
INSTALL NEW RV WATER FILL STATION,
SEE SHEET D-08
INSTALL CURB BOX WITH VALVE,
SEE SHEET D-07, (TYP.)
TEE FOR DAY USE RESTROOM AND
FILL STATION AT 4+89
TEE FOR RESTROOM AT 1+54
TEE FOR DAY USE
RESTROOM AT 4+89
TEE FOR HYDRANT 1 AT 7+30 CONNECT TO EXISTING
DAYLIGHT DRAIN BEFORE
CULVERT INLET.
TEE HYDRANT 1 AT 7+30
INSTALL EROSION CONTROL
DEVICE (TYP.)
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
6/2 8/2
6 1 3:
RO
RY
MU
LL
EN
NE
X C :\U
SE
RS
\R
OR
YM
UL
LE
NN
EX
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
HU
YH
ZG
LA
LE
KQ
N3
EP
RP
DD
BW
\S
HE
RA
ND
O W
AT
ER
S
YS
TE
M.
DW
G
(R08)
SOUTHERN REGION
SHERANDO
RECREATION AREA
WATER SYSTEM
REPLACEMENT
GEORGE WASHINGTON &
JEFFERSON NATIONAL
FORESTS
GLENWOOD/PEDLAR RANGER
DISTRICTS
DAY USE TO LOWER A
LOOP
11/19/2024
A. FOX
A. FOX
D. KIMBALL
CU-13
015 030
INSTALL NEW HYDRANT 1,
TYPE A, SEE SHEET D-02
2" HDPE PIPE
NEW VALVE AT 1+02
NEW VALVE AT 1+02
TIE INTO EXISTING
DAYLIGHT DRAIN
V
V
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX…
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