A.03.09 Photos and Plans.pdf
PDF 11 MB Posted
- Attached to
- Summersville Sanitary Sewer Rehabilitation
- Solicitation number
- W91237-21-Q-0116
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|---|---|---|
| B.08.02 Solicitation - W91237-21-Q-0116.pdf |
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Text version
SPILLWAY
EMERGENCY
SUMMERSVILLE LAKE
LOCATION
PROJECT
BATTLE RUN CAMPGROUND
GAULEY RIVER
SUMMERSVILLE LAKE
LOCATION
PROJECT
BEACH
PARKING
BEACH
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
®of Engineers
US Army Corps
Huntington District
ATTACHMENT
H U
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
BOUNDARY
HUNTINGTON DISTRICT
HUNTINGTON DISTRICT VICINITY MAP
LOCATION MAP
ID NO.
DRAWING
LOCATION
PROJECT
DRAWING INDEX
TITLENO.
SHEET
S U
M M
E R
S V
IL
L E
W V
G A
U L E
Y R
IV
E R
S U
M M
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S V
IL
L E L
A K
E
T J
W
A N
S I
D
M O
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M M
J M
M /1
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G I0
A .d g nG I0
A
N N
N
N
A S S
H O
W N
/1
/2
A
B A
T T
L E R
U N R
E C
R E
A T
IO
N A
R E
A
S A
N
IT
A R
Y S
E W
E R R
E H
A B
IL
IT
A T
IO
N
SITE MAP
P R
O J E
C T L
O C
A T
IO
N
OH
KY
VA
WV
(APPROXIMATE)
SCALE: 1 INCH = 100 MILES
(APPROXIMATE)
SCALE: 1 INCH = 300 FEET
(APPROXIMATE)
SCALE: 1 INCH = 16 MILES
(APPROXIMATE)
SCALE: 1 INCH = 3,500 FEET
NOT USED
T O
S
U T
T O
N
T O
B E C
K L
Y
(END WORK)
MANHOLE #8
RESTORE EXISTING
OF EXISTING SEWER
REHABILITATE 245-LF
OF EXISTING SEWER
REHABILITATE 175-LF
MANHOLE #7
EXISTING
REHABILITATE
(BEGIN WORK)
EXISTING MANHOLE #6
REHABILITATE
DROP
CAMPSITE SEWER
FACILI
TYPRE
TRE
ATMENT EXIST
ING
TREATMENT PL
ANT
EXIST
ING S
EWAGE
SANITARY
SEWER REHABILITATION
NN
M M
E R
S V
IL
L E
W V
S U
M M
E R
S V
IL
L E L
A K
E
G A
U L E
Y R
IV
W
N
S I
D
M
M
S S
A
/1
/2
A .D
G N
M O
A
R M
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P S O
F E
N G
IN
E E
N T
IN
G T
O N D
IS
T R
IC
T
H U
N T
IN
G T
O N
W V
/1
/2
EXISTING 6" P
VC DRAIN FROM DUMP STATION
EXIS
TIN
G 8 " A
C G
RAVIT
Y S
EWERLIN
E
E X
IS
T
IN
G
A C G
R A
V
IT
Y S
E W
E R
L
IN
E
E X
IS
T
IN
G P
V C F
O R
C E M
A
IN
E X
IS
T
IN
G P V C W
A T E R
LI
N E
EXISTING 2" OUTFALL FORCE MAIN
EXISTING 2" PTF EFFLUENT FORCE MAIN
E X
IS
T
IN
G " P
V C F
O R
C E M
A
IN
E X
IS
T
IN
G " P
V C W
A T E
R L
IN
E
B
B A
T T
L E R
U N R
E C
R E
A T
IO
N A
R E
A
S A
N
IT
A R
Y S
E W
E R R
E H
A B
IL
IT
A T
IO
N
P L
A N V
IE
W
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
®of Engineers
US Army Corps
Huntington District
ATTACHMENT40'10'
SCALE:1"=20'
0 20'
OF EXISTING SEWER
REHABILITATE 245-LF
(BEGIN WORK)
EXISTING MANHOLE #6
REHABILITATE
OF EXISTING SEWER
REHABILITATE 175-LF MANHOLE #7
REHABILITATE EXISTING
(END WORK)
MANHOLE #8
RESTORE EXISTING
CAMPSITE SEWER DROP
2" PVC FORCE MAIN
PROFILE
SANITARY SEWER REHABILITATION
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 5+205+004+80
HORIZONTAL SCALE 1"=20'
VERTICAL SCALE 1"=5'
INV OUT = 1678.84'
INV IN = 1679.00'
TOP = 1683.30'
MANHOLE #6
HORIZONTAL SCALE 1"=20'
V E
R T
IC
A L S
C A
L E
HORIZONTAL SCALE 1"=20'
V E
R T
IC
A L S
C A
L E
HORIZONTAL SCALE 1"=20'
V E
R T
IC
A L S
C A
L E
HORIZONTAL SCALE 1"=20'
V E
R T
IC
A L S
C A
L E
M M
E R
S V
IL
L E
W V
S U
M M
E R
S V
IL
L E L
A K
E
G A
U L E
Y R
IV
W
N
S I
D
M
S S
A
/1
/2
A .D
G N
M
A
R M
Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N D
IS
T R
IC
T
H U
N T
IN
G T
O N
W V
/1
/2
C
B A
T T
L E R
U N R
E C
R E
A T
IO
N A
R E
A
S A
N
IT
A R
Y S
E W
E R R
E H
A B
IL
IT
A T
IO
N
P R
O F
IL
E
(H
INV OUT = 1677.48'
INV IN = 1677.64'
TOP = 1684.0'
MANHOLE #7
INV OUT = 1676.80'
INV IN = 1676.96'
TOP = 1680.0'
MANHOLE #8
DUMP STATION
DRAIN FROM
EXISTING 6" PVC
EXISTING 8" AC GRAVITY SEWERLINE AT 0.4%
EXISTING 8" AC GRAVITY SEWERLINE AT 0.4%
SEWERLINE TO PTF AT 0.4%
EXISTING 8" AC GRAVITY
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
®of Engineers
US Army Corps
Huntington District
ATTACHMENT
40'10'
SCALE:1"=20'
0 20'
| A |
| GI001A01 |
| Saved Views |
| ALL MAPPING |
| References |
| Border, PW_WORKDIR:dms74574 |
| G-BSAD_4-EASTLYNN.dgn |
SCREENED 20%, GI001A01.dgn, DISTRICT
| B |
| C1 |
| Plan Sheet 1 |
| References |
| Design Model, G-BSAD_4-EASTLYNN.dgn |
| Linework, Sewer Base File.dgn |
| Design Model-1, G-BSAD_4-EASTLYNN.dgn |
| Plan Sheet 1 |
| Plan Sheet 1 |
| References |
| Design Model, G-BSAD_4-EASTLYNN.dgn |
| Linework, Sewer Base File.dgn |
| Design Model-1, G-BSAD_4-EASTLYNN.dgn |
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