DHDWL_SOLPlans.pdf
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- Dale Hollow Dam Campground Waterline Replacement
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- W912P5-17-B-0006
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®of Engineers
US Army Corps
Nashville District
Plans For
Celina, TN
Submitted:
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration
Note:
Approval Recommended:
Vanessa C. Bateman P.E., P.G.
Chief, Civil Design Branch
Approved:
Samuel Cory Morgan P.E.
Chief, Civil & Structural Section
July 2017
WATERLINE REPLACEMENT
Cumberland River Watershed
Dale Hollow Dam Project
Frank C. Mills, P.E.
Project Engineer
DALE HOLLOW DAM CAMPGROUND
Ready to Advertise
W912P5-17-B-0006
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House
Walking &
Bike Trail
Walking Trail
Fish
Day Use
Are
Picnic
Shelter
Playground
Area
Boat Ramp
P a rk in g
Registration
Center
Playground
Area
Parking
Parking
Dump
Station
Dumpsters
Park Attendant
Amphitheater
Fishing
Platform
Fishing
Platform
Cleaning
Station
House Laundry
Dumpsters
Fishing
Shelter
Accessible Fishing
Platform
Obey River
HOUSE #2
BATH
HOUSE #3
BATH
LEGEND
SCALE: 1" = 100'
100'100'
N
EXISTING PIPE TIE-IN
2" WATER LINE - BRANCH LINE
Bath
Bath
Bath House
C110
C110
C110
HOUSE #1
BATH
4" WATER LINE - MAIN LINE
PIPE REDUCER (PR)
BLOWOFF VALVE (BV)
GATE VALVE (GV), NORMALLY OPEN (N.O.)
## CAMPSITE TO RECEIVE NEW 3/4 INCH LINE
## CAMPSITE NOT TO RECEIVE NEW 3/4 INCH LINE
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C-101
O V
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A L L S
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L A
LAY-DOWN AREA
CONTRACTOR
GENERAL NOTES:
1. IMAGERY WAS IMPORTED INTO
MICROSTATION FROM GOOGLE EARTH.
ACCORDING TO THE SOFTWARE, THE IMAGERY
WAS CAPTURED ON OCTOBER 10, 2013.
2. IMAGERY PROVIDED FOR GENERAL SITE
ORIENTATION. IMAGERY WAS ALSO USED TO
SCALE IN VECTORIZED PARKING LAYOUT.
PARKING LINES ARE APPROXIMATE. PARKING
LINES WERE IMPORTED FROM A DRAWING
FOUND ON THE DALE HOLLOW CAMPSITE
WEBSITE.
3. EXISTING WATER AND ELECTRICAL LINES
PROVIDED IN THE REFERENCE DRAWINGS
WERE MARKED USING A GROUND
PENETRATING RADAR AND CAPTURED USING A
TRIMBLE UNIT. HAND TOOLS WILL BE
REQUIRED WHEN EXCAVATING WITHIN 5 FEET
OF A KNOWN BURIED UTILITY. SEE ELECTRICAL
LINE REFERENCE FOR SPLICING REQUIREMENT
NOTES IF A LINE IS SEVERED DURING
CONSTRUCTION.
4. XYZ CAD DATA WILL BE MADE AVAILABLE
UPON CONTRACTOR'S REQUEST.
5. THE CONTRACTOR SHALL FIELD VERIFY ALL
PROPOSED ALIGNMENTS WITH RESPECT TO
EXISTING UTILITIES AND SITE FEATURES PRIOR
TO BEGINNING CONSTRUCTION. COORDINATE
DISCREPANCIES AND FINAL PIPE ALIGNMENT
WITH THE CONTRACTING OFFICER PRIOR TO
CONSTRUCTION.
6. THE NEW WATER PIPING SHALL BE
INSTALLED ALONG THE SAME ALIGNMENT AS
THE EXISTING LINE (+/-) 1 FOOT HORIZONTALLY
AND AT THE DEPTH REQUIRED BY THE DETAILS
(WITH EXCEPTION TO THE WATER LINE BEING
PLACED WHERE EXISTING WATER LINES DO
NOT EXIST CURRENTLY). LOCATION OF THE
NEW WATER LINE SHOWN ON THE DRAWINGS IS
APPROXIMATE.
7. REFER TO BID SCHEDULE FOR APPROXIMATE
LENGTHS OF PIPE REQUESTED.
8. CAMP SITES WITH HATCHING NOT TO
RECEIVE NEW 3/4 INCH PIPING.
9. EXISTING WATERLINE REMOVED DURING
CONSTRUCTION SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL
BE DISPOSED OF IN ACCORDANCE WITH STATE
AND LOCAL REGULATIONS.
10. NEW WATER LINE INSTALLATION INCLUDES
RECONNECTION OF SPIGOT LINES AT EACH
CAMPSITE. THE SPIGOT LINES ARE 3/4 INCH
PIPES. 3/4 INCH LINES NOT SHOWN.
11. UNLESS OTHERWISE APPROVED, TRENCH
EXCAVATION AND PIPE PLACEMENT SHALL
PROGRESS IN A MANNER SO THAT THE
CONTRACTOR CAN BACKFILL ALL OPEN
TRENCHES WITHIN 48 HOURS.
12. CONSTRUCTION SHALL NOT COMMENCE
PRIOR TO OCT 25TH, 2017. THE CONTRACTOR
WILL BE COMPLETE WITH ALL TASKS,
INCLUDING CLEAN UP, BY ARPIL 6TH, 2018.
NEEDED DURING THE CONSTRUCTION PERIOD.
REQUIRED WHERE IT IS EVIDENT THAT EROSION OR SEDIMENT CONTROL IS
2. AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPS) ARE
CONSTRUCTION PERIOD.
COMMENCING EARTHWORK AND SHALL BE MAINTAINED THROUGHOUT THE
1. ALL NECESSARY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
ENVIRONMENTAL NOTES:
DETAILS - BATH HOUSE CONNECTIONC-110
DETAILS - TRENCH DETAILSC-109
DETAILS - SPIGOT TIE-INC-108
DETAILS VALVESC-107
OPTION 3 PLAN VIEWC-106
OPTION 2 PLAN VIEWC-105
OPTION 1 PLAN VIEWC-104
BASE PLAN VIEWC-103
SCHEMATIC DIAGRAMC-102
OVERALL SITE PLANC-101
LOCATION AND VICINITY MAPG-100
INDEX OF DRAWINGS
EXISTING WATERLINE IS NECESSARY
IS NOT AWARDED AND A TIE-IN TO
REDUCER ONLY REQUIRED IF OPTION 1
Ho us e
P a rk in g
Parking Parking
Amph ith ea te r
Ho us e
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57555250
595856
514948
474543
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NOT TO SCALE
SCALE: 1" = 100'
100'100'
C-102
S C
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GENERAL NOTES:
1. THE NUMBERS OF VALVES SHOWN ON THE
SCHEMATIC DIAGRAM ARE THE MINIMUM. THE
CONTRACTOR SHALL PROVIDE ADDITIONAL
VALVES AND APPURTENANCES AS NEEDED TO
ACCOMPLISH THE PRESSURE TESTING. THESE
ADDITIONAL VALVES AND APPURTENANCES
SHALL BE SHOWN ON THE SHOP DRAWINGS.
2. EXACT LOCATIONS OF GATE VALVES SHALL
BE DETERMINED BY THE CONTRACTING
OFFICER. GATE VALVES SHALL BE PLACED IN A
LOGICAL AND STRATEGIC LOCATION. GATE
VALVES SHALL BE INSTALLED TO THE
REQUIREMENTS SET FORTH BY BOTH THE
PLANS AND SPECIFICATIONS.
EXTRA NOTES:
1. SEE DRAWING R-100 THROUGH R-109 FOR
LOCATION OF THE NEWLY PLACED SEWER
LINES.
2. SEE DRAWING R-110 FOR LOCATION OF THE
EXISTING ELECTRICAL LINES.
3. SEE DRAWING R-111 FOR LOCATION OF THE
EXISTING WATER LINES.
9. CONTRACTOR SHALL KEEP ALL ROADS
CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC.
AT ALL TIMES. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING THE EQUIPMENT
AND TOOLS NEEDED TO CLEAN ROADS. THE
CONTRACTOR IS ALSO RESPONSIBLE FOR ANY
REPAIRS NEEDED TO THE STREETS, PARKING
AREAS, UTILITIES, ETC. DUE TO DAMAGE BY
CONSTRUCTION ACTIVITIES.
10. CONTRACTOR SHALL MAINTAIN SAFETY
PRACTICES THAT CONFORM TO OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA)
REGULATIONS. ADDITIONALLY, ALL WORK
SHALL BE PERFORMED IN ACCORDANCE WITH
THE CORPS OF ENGINEER'S SAFETY MANUAL
EM 385-1-1.
6. ALL WORK SHALL MEET OR EXCEED ALL
APPLICABLE LOCAL AND NATIONAL
MECHANICAL, PLUMBING, AND FIRE
PROTECTION CODE REQUIREMENTS OR
STANDARDS. IF A CONFLICT ARISES BETWEEN
THE LOCAL CODES AND THE PLANS &
SPECIFICATIONS, THEN THE MORE STRINGENT
REQUIREMENT GOVERNS.
7. CONTACTOR SHALL STOP ALL WORK AND
CONTACT THE CONTRACTING OFFICER IF ANY
ARTIFACTS OR STRUCTURAL REMAINS ARE
UNCOVERED, WITH EXCEPTION OF THE
EXISTING PIPE NETWORK.
8. THE CONTRACTOR WILL PROVIDE X AND Y
DATA LOCATION FOR ALL NEW PIPES,
COMPONENTS AND CONCRETE THRUST
BLOCKS.
11. THE SIZE OF THE GATE VALVE IS INDICATED
BY THE SIZE OF THE PIPE RUNNING THROUGH
IT.
12. AVOID OVER INSERTION OF JOINTS. EACH
PIPE END SHALL HAVE THE LIMIT OF INSERTION
MARKED ON THE PIPE PRIOR TO INSTALLION.
13. MINIMIZE THE FRICTION FORCES WITH
APPROVED JOINT LUBRICATION, WHEN
APPLICABLE.
3. NEW WATER PIPING, GATE VALVES, BLOWOFF
VALVES, AND ALL OTHER MISCELLANEOUS
CONNECTION FITTINGS ARE PER THE
SPECIFICATIONS. CONTRACTOR SHALL SUBMIT
PRODUCT INFORMATION FOR APPROVAL BY
THE GOVERNMENT PRIOR TO PURCHASE.
4. CONTRACTOR SHALL PRESSURE TEST,
DISINFECT, AND FLUSH ALL NEW PIPING PRIOR
TO CONNECTION TO THE EXISTING LINE.
5. CONTRACTOR SHALL VERIFY THAT EXISTING
CAMPSITE WATERLINES ARE SHUT OFF NO
LESS THAN 3 DAYS PRIOR TO BEGINNING
EXCAVATION.
P a rk in g
Parking
Parking
Amphitheater
House
LEGEND
SCALE: 1" = 100'
100'100'
N
EXISTING PIPE TIE-IN
2" WATER LINE - BRANCH LINE
Bath
Bath
Bath House
4" WATER LINE - MAIN LINE
PIPE REDUCER (PR)
BLOWOFF VALVE (BV)
GATE VALVE (GV), NORMALLY OPEN (N.O.)
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
U .S
A R
M Y C
O R
P S O
F E
N G
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M R -P -6
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N -0
-B -N
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N A
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V
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N E
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C P
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S E W
D A
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IS
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J W
D F
C M
S A
M U
E L C
O R
Y M
O R
G A
N P .E
S
C A
L E
D
A T
E S
F
IL
E S
/0
/3 of Engineers
US Army Corps
Nashville District
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
D A
L E H
O L L
O W D
A M P
R O J E
C T
W A
T E
R L
IN
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E P
L A
C E
M E
N T
D A
L E H
O L L
O W D
A M C
A M
P G
R O
U N
C-103
Cleaning Fish
Station
B
S E P
L A
N V
IE
W
BASE NOTES:
1. THE NEW WATER PIPING SHALL BE INSTALLED ALONG THE SAME ALIGNMENT AS THE EXISTING LINE (+/-) 1 FOOT HORIZONTALLY AND AT
THE DEPTH REQUIRED BY THE DRAWINGS. LOCATION OF THE NEW WATER LINE SHOWN ON THE DRAWINGS IS APPROXIMATE.
2. THE BASE INCLUDES THE INSTALLATION OF THE 4 INCH PIPING (MAIN TRUNK LINE), 2 INCH PIPING (BRANCH LINES), GATE VALVES, BLOWOFF VALVES, AND 3/4 INCH PIPING FOR TYING INTO THE EXISTING SPIGOT WATER LINES.
3. NEW WATER LINE INSTALLATION INCLUDES RECONNECTION OF SPIGOT LINES AT EACH CAMPSITE. THE SPIGOT LINES ARE 3/4 INCH PIPES.
FOR THE BASE, IT IS ESTIMATED THAT THE CONTRACTOR WILL CONNECT TO 16 CAMPSITE SPIGOTS, 2 BATH HOUSES, AND 1 FISH CLEANING
STATION. THE CAMPSITES SHOWN ON THIS DRAWING INDICATE THE CAMPSITES THAT THE CONTRACTOR SHOULD PLAN TO HOOK UP. FIELD
ADJUSTMENTS AND ADDITIONS ARE PERMITTED PENDING COR APPROVAL.
5. EXACT LOCATIONS OF GATE VALVES SHALL BE DETERMINED BY THE CONTRACTING OFFICER. GATE VALVES SHALL BE PLACED IN A
LOGICAL AND STRATEGIC LOCATION. GATE VALVES SHALL BE INSTALLED TO THE REQUIREMENTS SET FORTH BY BOTH THE PLANS AND
SPECIFICATIONS.
IS NOT AWARDED WITH THIS CONTRACT
A REDUCER WILL ONLY BE REQUIRED IF OPTION 1
a rk in g
Parking
Parking
Amphitheater
House
LEGEND
SCALE: 1" = 100'
100'100'
N
EXISTING PIPE TIE-IN
2" WATER LINE - BRANCH LINE
Bath
Bath
Bath House
4" WATER LINE - MAIN LINE
PIPE REDUCER (PR)
BLOWOFF VALVE (BV)
GATE VALVE (GV), NORMALLY OPEN (N.O.)
OPTION 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
M R -P -6
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C O
N -0
-B -N
U M
B
S O
L -0
-B -N
U M
B
A N
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Sheet
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IL
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N A
S H
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IL
L E T
E N
N E
S S
E E
C P
T J
E S
S E W
D A
V
IS
E .I
J W
D F
C M
S A
M U
E L C
O R
Y M
O R
G A
N P .E
S
C A
L E
D
A T
E S
F
IL
E S
/0
/3 of Engineers
US Army Corps
Nashville District
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
D A
L E H
O L L
O W D
A M P
R O J E
C T
W A
T E
R L
IN
E R
E P
L A
C E
M E
N T
D A
L E H
O L L
O W D
A M C
A M
P G
R O
U N
C-104
DISPLAYED FOR CLARITY
BASE CONTRACT WORK
T
IO
N P
L A
N V
IE
W
NECESSARY CONNECTIONS AS REQUIRED
TIE INTO BATH HOUSE; USE REDUCER AND
OPTION 1 NOTES:
1. THE NEW WATER PIPING SHALL BE INSTALLED ALONG THE SAME ALIGNMENT AS THE EXISTING LINE (+/-) 1 FOOT HORIZONTALLY AND AT
THE DEPTH REQUIRED BY THE DETAILS (WITH EXCEPTION TO THE WATER LINE BEING PLACED WHERE EXISTING WATER LINES DO NOT EXIST
CURRENTLY). LOCATION OF THE NEW WATER LINE SHOWN ON THE DRAWINGS IS APPROXIMATE.
2. OPTION 1 INCLUDES THE INSTALLATION OF THE 4 & 2 INCH PIPING (BRANCH LINES), GATE VALVES, ONE (1) BLOWOFF VALVE, AND ¾ INCH
PIPING FOR TYING INTO THE EXISTING SPIGOT WATER LINES.
3. NEW WATER LINE INSTALLATION INCLUDES RECONNECTION OF SPIGOT LINES AT EACH CAMPSITE. THE SPIGOT LINES ARE 3/4 INCH PIPES.
FOR OPTION 1, IT IS ESTIMATED THAT THE CONTRACTOR WILL CONNECT TO 17 CAMPSITE SPIGOTS AND 1 BATH HOUSE. THE CAMPSITES
SHOWN ON THIS DRAWING INDICATE THE CAMPSITES THAT THE CONTRACTOR SHOULD PLAN TO HOOK UP. FIELD ADJUSTMENTS AND
ADDITIONS ARE PERMITTED PENDING COR APPROVAL.
4. EXACT LOCATIONS OF GATE VALVES SHALL BE DETERMINED BY THE CONTRACTING OFFICER. GATE VALVES SHALL BE PLACED IN A
LOGICAL AND STRATEGIC LOCATION. GATE VALVES SHALL BE INSTALLED TO THE REQUIREMENTS SET FORTH BY BOTH THE PLANS AND
SPECIFICATIONS.
a rk in g
Parking
Parking
Amphitheater
House
LEGEND
SCALE: 1" = 100'
100'100'
N
EXISTING PIPE TIE-IN
2" WATER LINE - BRANCH LINE
Bath
Bath
Bath House
4" WATER LINE - MAIN LINE
PIPE REDUCER (PR)
BLOWOFF VALVE (BV)
GATE VALVE (GV), NORMALLY OPEN (N.O.)
OPTION 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
M R -P -6
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N -0
-B -N
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N A
S H
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IL
L E T
E N
N E
S S
E E
C P
T J
E S
S E W
D A
V
IS
E .I
J W
D F
C M
S A
M U
E L C
O R
Y M
O R
G A
N P .E
S
C A
L E
D
A T
E S
F
IL
E S
/0
/3 of Engineers
US Army Corps
Nashville District
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
D A
L E H
O L L
O W D
A M P
R O J E
C T
W A
T E
R L
IN
E R
E P
L A
C E
M E
N T
D A
L E H
O L L
O W D
A M C
A M
P G
R O
U N
C-105
DISPLAYED FOR CLARITY
OPTION 1 CONTRACT WORK
OPTION 2 NOTES:
1. THE NEW WATER PIPING SHALL BE INSTALLED ALONG THE SAME ALIGNMENT AS THE EXISTING LINE (+/-) 1 FOOT HORIZONTALLY AND AT
THE DEPTH REQUIRED BY THE DETAILS (WITH EXCEPTION TO THE WATER LINE BEING PLACED WHERE EXISTING WATER LINES DO NOT EXIST
CURRENTLY). LOCATION OF THE NEW WATER LINE SHOWN ON THE DRAWINGS IS APPROXIMATE.
2. OPTION 2 INCLUDES THE INSTALLATION OF THE 2 INCH PIPING (BRANCH LINES), ONE (1) GATE VALVES, AND ¾ INCH PIPING FOR TYING
INTO THE EXISTING SPIGOT WATER LINES.
3. NEW WATER LINE INSTALLATION INCLUDES RECONNECTION OF SPIGOT LINES AT EACH CAMPSITE. THE SPIGOT LINES ARE 3/4 INCH PIPES.
FOR OPTION 2, IT IS ESTIMATED THAT THE CONTRACTOR WILL CONNECT TO 4 CAMPSITE SPIGOTS. THE CAMPSITES SHOWN ON THIS
DRAWING INDICATE THE CAMPSITES THAT THE CONTRACTOR SHOULD PLAN TO HOOK UP. FIELD ADJUSTMENTS AND ADDITIONS ARE
PERMITTED PENDING COR APPROVAL.
4. EXACT LOCATIONS OF GATE VALVES SHALL BE DETERMINED BY THE CONTRACTING OFFICER. GATE VALVES SHALL BE PLACED IN A
LOGICAL AND STRATEGIC LOCATION. GATE VALVES SHALL BE INSTALLED TO THE REQUIREMENTS SET FORTH BY BOTH THE PLANS AND
SPECIFICATIONS.
T
IO
N P
L A
N V
IE
W a rk in g
Parking
Parking
Amphitheater
House
LEGEND
SCALE: 1" = 100'
100'100'
N
EXISTING PIPE TIE-IN
2" WATER LINE - BRANCH LINE
Bath
Bath
Bath House
4" WATER LINE - MAIN LINE
PIPE REDUCER (PR)
BLOWOFF VALVE (BV)
GATE VALVE (GV), NORMALLY OPEN (N.O.)
OPTION 3
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
M R -P -6
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N -0
-B -N
U M
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L -0
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U M
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Sheet
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N A
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N E
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C P
T J
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S E W
D A
V
IS
E .I
J W
D F
C M
S A
M U
E L C
O R
Y M
O R
G A
N P .E
S
C A
L E
D
A T
E S
F
IL
E S
/0
/3 of Engineers
US Army Corps
Nashville District
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
D A
L E H
O L L
O W D
A M P
R O J E
C T
W A
T E
R L
IN
E R
E P
L A
C E
M E
N T
D A
L E H
O L L
O W D
A M C
A M
P G
R O
U N
C-106
OPTION 2 CONTRACT WORK
DISPLAYED FOR CLARITY
OPTION 1 CONTRACT WORK
T
IO
N P
L A
N V
IE
W
OPTION 3 NOTES:
1. THE NEW WATER PIPING SHALL BE INSTALLED ALONG THE SAME ALIGNMENT AS THE EXISTING LINE (+/-) 1 FOOT HORIZONTALLY AND AT
THE DEPTH REQUIRED BY THE DETAILS (WITH EXCEPTION TO THE WATER LINE BEING PLACED WHERE EXISTING WATER LINES DO NOT EXIST
CURRENTLY). LOCATION OF THE NEW WATER LINE SHOWN ON THE DRAWINGS IS APPROXIMATE.
2. OPTION 3 INCLUDES THE INSTALLATION OF THE 2 INCH PIPING (BRANCH LINES), A GATE VALVE, AND ¾ INCH PIPING FOR TYING INTO THE
EXISTING SPIGOT WATER LINES.
3. NEW WATER LINE INSTALLATION INCLUDES RECONNECTION OF SPIGOT LINES AT EACH CAMPSITE. THE SPIGOT LINES ARE 3/4 INCH PIPES.
FOR OPTION 3, IT IS ESTIMATED THAT THE CONTRACTOR WILL CONNECT TO 17 CAMPSITE SPIGOTS. THE CAMPSITES SHOWN ON THIS
DRAWING INDICATE THE CAMPSITES THAT THE CONTRACTOR SHOULD PLAN TO HOOK UP. FIELD ADJUSTMENTS AND ADDITIONS ARE
PERMITTED PENDING COR APPROVAL.
4. EXACT LOCATIONS OF GATE VALVES SHALL BE DETERMINED BY THE CONTRACTING OFFICER. GATE VALVES SHALL BE PLACED IN A
LOGICAL AND STRATEGIC LOCATION. GATE VALVES SHALL BE INSTALLED TO THE REQUIREMENTS SET FORTH BY BOTH THE PLANS AND
SPECIFICATIONS.
ROAD TO CAMPSITES 71-79
ALONG NORTH SIDE OF ACCESS
TIE INTO PIPELINE RUNNING
S
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M R -P -6
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N -0
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L -0
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Sheet
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N E
S S
E E
C P
T J
E S
S E W
D A
V
IS
E .I
J W
D F
C M
S A
M U
E L C
O R
Y M
O R
G A
N P .E
S
C A
L E
D
A T
E S
F
IL
E S
/0
/3 of Engineers
US Army Corps
Nashville District
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
D A
L E H
O L L
O W D
A M P
R O J E
C T
W A
T E
R L
IN
E R
E P
L A
C E
M E
N T
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L E H
O L L
O W D
A M C
A M
P G
R O
U N
C-107
WATER
VALVE BOX COVER
N.T.S.
REINF. CONCRETE BLOCK
GATE VALVE
RESILIENT WEDGE
SEE TYP. TRENCH DETAILS
(NOT SHOWN)
CRUSHED STONE
FINISH GRADE
SEE TYP. TRENCH DETAILS
COMPACTED BACKFILL
MAIN
WATER
THIS DRAWING
SEE DETAIL
(GATE) VALVE BOX COVER
(GATE) VALVE BOX ASSEMBLY
2" SQUARE OPERATING NUT
FASTEN TO OPERATING NUT
STEM EXTENSION AS NEEDED,
TYPICAL GATE VALVE & VALVE BOX
N.T.S.
D E
T A
IL
S V
A L
V E
LOADING.
7. VALVE BOXES SHALL HAVE A MINIMUM WALL THICKNESS TO SUPPORT HS20
6. PROVIDE OPERATING WRENCH FOR ALL VALVES.
NOTED.
5. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 UNLESS OTHERWISE
FINISH.
OF 5 TO 8 PERCENT BY VOLUME. EXPOSED CONCRETE SHALL HAVE A BROOM
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS AND AN AIR CONTENT
REQUIREMENTS OF ACI 318 AS A MINIMUM. ALL REQUIRED CONCRETE SHALL HAVE A
4. ALL CONCRETE SHALL BE REINFORCED TO MEET TEMPERATURE AND SHRINKAGE
SHALL BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
CODES FOR THE DESIGNATED PIPE SIZE, FLOW, AND PRESSURE. SHOP DRAWINGS
FITTINGS/RESTRAINTS. THRUST BLOCKS SHALL BE SIZED TO MEET LOCAL BUILDING
PROVIDED WITH THRUST BLOCKS AND ASTM A536 MECHANICAL JOINT
3. PROVIDE CONCRETE BLOCKS FOR ALL VALVES. PIPE FITTINGS SHALL BE
2. LABEL "WATER" FOR ALL VALVE BOX COVERS.
FOR APPROVAL.
EQUIPMENT SHALL BE PROVIDED ON THE SHOP DRAWINGS BY THE CONTRACTOR
ALLOW FOR FUTURE ACCESS. INSTALLATION DETAILS OF VALVES AND OTHER
1. VALVE BOX OR CONCRETE VAULT SHALL BE INSTALLED FOR ALL VALVES TO
NOTES:
L
IC
IT
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IO
N N
O
F
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A M
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D W
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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M R -P -6
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C P
T J
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S E W
D A
V
IS
E .I
J W
D F
C M
S A
M U
E L C
O R
Y M
O R
G A
N P .E
S
C A
L E
D
A T
E S
F
IL
E S
/0
/3 of Engineers
US Army Corps
Nashville District
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
D A
L E H
O L L
O W D
A M P
R O J E
C T
W A
T E
R L
IN
E R
E P
L A
C E
M E
N T
D A
L E H
O L L
O W D
A M C
A M
P G
R O
U N
D
12-24 INCHES
C-108
SPIGOT HOOK UP - 3/4" PIPE
AT THIS LOCATION
CONNECT NEW PIPING
EXISTING SPIGOT TO REMAIN IN PLACE
EXISTING GATE VALVE TO REMAIN IN PLACE
D E
T A
IL
S S
P
IG
O T T
IE
-I
1. IMAGE SHOWS THE CURRENT CONFIGURATION OF THE EACH CAMPSITE.
2. EACH EXISTING SPIGOT AND ASSOCIATED GATE VALVE TO REMAIN.
3. NEW BRANCH LINES WILL TIE INTO THE EXISTING SPIGOT LINES 12-24 INCHES
AWAY FROM GATE VALVE.
4. SPIGOT LINES ARE 3/4 INCH PIPE.
2 FT
12 IN. 12 IN.
2 FT
12 IN. 12 IN.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
U .S
A R
M Y C
O R
P S O
F E
N G
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N E
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TYPICAL TRENCH DETAILS
N.T.S.
NON -TRAFFIC AREA
SIDEWALK CUT-THROUGH DETAIL
TRAFFIC OR PARKING AREA (ASPHALT)
1. WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS BETWEEN ASPHALT LAYERS
NOTE:
TRAFFIC OR PARKING AREA (CONCRETE)
NOTES:
1. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE
SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND
BARRICADES IN ACCORDANCE WITH EM 385-1-1.
2. MILLED AND DEMOLISHED ASPHALT AND CONCRETE SHALL BE
DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL DISPOSAL
REGULATIONS, UNLESS OTHERWISE APPROVED BY THE COR.
3. ANY DAMAGE TO FENCES, LIGHTS, ASPHALT, CAMPGROUND
ACCESSORIES, OR OTHER STRUCTURES CAUSED BY THE
CONTRACTOR'S OPERATIONS, SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
4. LOCATIONS OF THE EXISTING ABOVEGROUND AND
UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE
APPROXIMATELY ONLY, AND THOSE INDICATED ARE NOT
NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE
CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES
ON THE PROJECT.
5. UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING
UTILITIES. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF
THE SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL
BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT THE
CONTRACTOR'S EXPENSE.
6. IF BORING AND JACKING IS PREFERED OVER REPLACING THE
ASPHALT, CONTRACTOR MUST SUBMIT PROPOSED WORKPLAN.
7. BOTH CONCRETE AND ASPHALT ARE ACCEPTABLE FOR PATCHING
EXISTING ROADWAYS AND PARKING LOTS AFTER WATERLINE
CONSTRUCTION.
8. REFER TO THE SPECIFICATIONS FOR WARNING AND
IDENTIFICATION TAPE REQUIREMENTS.
9. USE 12" OF DENSE GRADE AGGREGATE PLACED IN TWO LIFTS
AND COMPACTED TO A FIRM AND STABLE STATE FOR LOCATIONS
WHERE TRENCHING CUTS THROUGH EXISTING AGGREGATE
SURFACE COURSE.
BACKFILL
4" TOPSOIL
TDOT NO. 10
F T
8"
D
MIN
12"
MIN
12"
MIN
12"
MIN
12" MIN
12"
MIN
12"
4 INCHES OF ASPHALT BASE
2 INCHES OF ASPHALT SURFACE
F
OFFSET EACH LAYER 12 INCHES MINIMUM
5 INCHES MINIMUM OF CRUSHED STONE OR DGA
8"
TDOT NO.10 6
8"
TDOT NO.10 6
CRUSHED STONE OR DGA
5 INCHES MINIMUM OF
PROPOSED REINFORCEMENT PLAN
REINFORCED CONCRETE; SUBMIT
6 IN. 4000 PSI FIBER OR STEEL
EXISTING ASPHALT
8"
TDOT NO.10 6
CRUSHED STONE OR DGA
5 INCHES MINIMUM OF
PROPOSED REINFORCEMENT PLAN
REINFORCED CONCRETE; SUBMIT
6 IN. 4000 PSI FIBER OR STEEL
EXISTING SIDEWALK
APPROX. 5-10 FEET
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Nashville District
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BATH HOUSES
#2
#1
#3
H O
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BLOWOFF VALVE
SERVICE LINE - 3/4" PIPE
MAIN TRUNK LINE - 4" PIPE
BLOWOFF VALVE CONNECTION
C-110
PER SPECIFICATION
PROVIDE PROPER ANCHORAGE
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1. THERE ARE THREE BLOWOFF VAVLES, ONE AT EACH BATH HOUSE.
2. BLOWOFF VALVES WILL BE LOCATED APPROXIMATELY 5 TO 10 FEET FROM EACH BATH
HOUSE. EXACT LOCATIONS OF VALVES SHALL BE DETERMINED BY THE CONTRACTING
OFFICER.
3. BLOWOFF VALVE TECHNICAL FEATURES:
- VERTICAL INLET AND OUTLET WITH EASY ACCESS TO TEE-HEAD.
- 250 PSI WORKING PRESSURE
- AVAILABLE WITH A VARIETY OF INLET AND OUTLET CONNECTIONS.
- COMPOSED OF WATERWORKS BRASS COMPLIANT WITH AWWA C800'S LATEST REVISION.
- FULL 360 DEGREE TEE-HEAD ROTATION.
4. VERIFY LOCATION OF EXISTING UTILITIES IN VICINITY OF BATH HOUSE PRIOR TO
RUNNING NEW PIPES AND CONSTRUCTING BLOWOFF. SEWER LINE CONTRACT PLANS
PROVIDED WITH THIS PACKAGE AS A REFERENCE TO HELP FACILITATE VERIFICATION.
| DHDW - Title Page |
| DHDW - L&V |
| DHDW_C-101 (Overall) |
| DHDW_C-102 (Overall Schematic) |
| DHDW_C-103 (Base) |
| DHDW_C-104 (Option 1) |
| DHDW_C-105 (Option 2) |
| DHDW_C-106 (Option 3) |
| DHDW_C-107 (Details - Gate Valves) |
| DHDW_C-108 (Details - Spigot Tie-In) |
| DHDW_C-109 (Details - Trench) |
| DHDW_C-110 (Details - Bathroom Connections) |
| 2017-06-22T10:18:53-0500 | |
| MILLS.FRANK.CROUTHERS.1241224640 |
| 2017-06-22T16:38:49-0500 | |
| BATEMAN.VANESSA.C.1403662417 |
File details come from the government source that posted it. Updated .