Subset of 60 percent Plans for Industry Days_Part 1B.pdf
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- Solicitation number
- W91237-25-SB-SN03
About this file
These are draft 60% design plans for the Lower Mud River Flood Risk Management (FRM) Project located in Milton, West Virginia, prepared for the U.S. Army Corps of Engineers Huntington District. The multi-phase design documents include detailed erosion and sediment control plans, grading plans, line of protection plans, drainage system layouts, and site plans covering approximately 183 linear stations along the Mud River. Key project components include constructing an earthen levee with stone slope protection, multiple box culverts, pump stations, channel modifications, access roads, drainage systems, utility relocations, and a stoplog storage building with a closure structure. The plans show detailed grading, drainage swales, ponding areas, and infrastructure modifications across multiple project phases, with specific attention to managing flood risks and maintaining site drainage while minimizing environmental impact.
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OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES
ESTABLISH THE PROPOSED BMP CONTROLS PRIOR TO BREAKING GROUND.
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INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES MUST BE
THE GROUND.
SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN
4. SILT FENCES MUST BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC. TO SEE IF THE FABRIC IS
HEIGHT OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
HOURS AFTER ANY STORM EVENT GREATER THAN 1/4 INCH OF RAIN PER 24 HOUR PERIOD.
1. ALL CONTROL MEASURES MUST BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24
SEDIMENT CONTROLS AND STABILIZATION MEASURES.
THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES MUST BE USED TO MAINTAIN EROSION AND
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES
WORKBENCH FOR BENTONITE CUTOFF WALL HAS BEEN CONSTRUCTED).
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6. DISTURBED AREAS AND MATERIALS STORAGE AREAS MUST BE INSPECTED FOR EVIDENCE OF OR
INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES MUST BE
THE GROUND.
SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN
4. SILT FENCES MUST BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC. TO SEE IF THE FABRIC IS
HEIGHT OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
HOURS AFTER ANY STORM EVENT GREATER THAN 1/4 INCH OF RAIN PER 24 HOUR PERIOD.
1. ALL CONTROL MEASURES MUST BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24
SEDIMENT CONTROLS AND STABILIZATION MEASURES.
THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES MUST BE USED TO MAINTAIN EROSION AND
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES
WORKBENCH FOR BENTONITE CUTOFF WALL HAS BEEN CONSTRUCTED).
CONTROLS DURING PEAK LAND DISTURBANCE (BORROW SITES HAVE BEEN FULLY EXCAVATED AND LEVEE
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(LWL-D)
LIMITED WORK LIMITS
(LWL-F)
LIMITED WORK LIMITS
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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SHEET ID
®of Engineers US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
A1
EROSION AND SEDIMENT CONTROL PHASE 2
1"=100'SCALE: 100' 200'0
KEYLEGEND
DROP INLET PROTECTION
OUTLET PROTECTION
INLET PROTECTION
CONSTRUCTION ENTRANCE
CULVERT
FILTER SOCK
SILT FENCE
SUPER SILT FENCE
DIVERSION DITCH
DIVERSION BERM
TREE PROTECTION
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
HEIGHT OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
HOURS AFTER ANY STORM EVENT GREATER THAN 1/4 INCH OF RAIN PER 24 HOUR PERIOD.
1. ALL CONTROL MEASURES MUST BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24
SEDIMENT CONTROLS AND STABILIZATION MEASURES.
THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES MUST BE USED TO MAINTAIN EROSION AND
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES
WORKBENCH FOR BENTONITE CUTOFF WALL HAS BEEN CONSTRUCTED).
CONTROLS DURING PEAK LAND DISTURBANCE (BORROW SITES HAVE BEEN FULLY EXCAVATED AND LEVEE
THE INTENT OF THE PHASE 2 EROSION & SEDIMENT CONTROL PLANS ARE FOR THE PROPOSED BMP
NOTES
ENTERING STORM WATER SYSTEMS.
INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS
6. DISTURBED AREAS AND MATERIALS STORAGE AREAS MUST BE
HEALTHY GROWTH.
MEASURES MUST BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND
5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION
IN THE GROUND.
FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY
TEARS, ETC. TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE
4. SILT FENCES MUST BE INSPECTED FOR DEPTH OF SEDIMENT,
H1ECXJBF
S
S
TR
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S
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RC
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OP
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IP
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RF
DIP
DIP
DIP
LIMITS (LWL-J)
LIMITED WORK
LIMITS (LWL-I)
LIMITED WORK
LIMITS (LWL-H)
LIMITED WORK
LIMITS (LWL-G)
LIMITED WORK
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IL
L B
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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G
H
J
K
L
M
N
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D R
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D E
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D B
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C O
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N O
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D A
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M A
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D E
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IP
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
EROSION AND SEDIMENT CONTROL PHASE 2
1"=100'SCALE: 100' 200'0
NOTES
POTENTIAL FOR POLLUTANTS ENTERING STORM WATER SYSTEMS.
6. DISTURBED AREAS AND MATERIALS STORAGE AREAS MUST BE INSPECTED FOR EVIDENCE OF OR
INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES MUST BE
THE GROUND.
SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN
4. SILT FENCES MUST BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC. TO SEE IF THE FABRIC IS
HEIGHT OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
HOURS AFTER ANY STORM EVENT GREATER THAN 1/4 INCH OF RAIN PER 24 HOUR PERIOD.
1. ALL CONTROL MEASURES MUST BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24
SEDIMENT CONTROLS AND STABILIZATION MEASURES.
MAINTENANCE PRACTICES MUST BE USED TO MAINTAIN EROSION AND
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES THE FOLLOWING INSPECTION AND
WORKBENCH FOR BENTONITE CUTOFF WALL HAS BEEN CONSTRUCTED).
DURING PEAK LAND DISTURBANCE (BORROW SITES HAVE BEEN FULLY EXCAVATED AND LEVEE
SEDIMENT CONTROL PLANS ARE FOR THE PROPOSED BMP CONTROLS
THE INTENT OF THE PHASE 2 EROSION &
LEGEND
KEY
CULVERT
FILTER SOCK
SILT FENCE
SUPER SILT FENCE
DIVERSION DITCH
DIVERSION BERM
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
LEGEND KEY
INLET PROTECTION
OUTLET PROTECTION
ENTRANCE
CONSTRUCTION
LEGEND KEY
RIVER CROSSING
DROP INLET PROTECTION
CULVERT CROSSING
H1ECXJBF
CB
CB
CB
TR
TR
TR
CB
CB
S
X J
X J
X J
X J
X J
TRTR
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L P
L P
L P
L P
L P
L P
0 L P
0 L P
0 L
P
L P
L P
L P
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G
T O
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S H
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A S
E
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N
A N
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C O
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L A
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G
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S
MH
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N
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AREA 1 EAST
BORROW AREA 1 WEST
BORROW
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DB
DB
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FLOW
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SSF
LINE OF PROTECTION�
BERM
LIMITS (LWL-L)
LIMITED WORK
LIMITS (LWL-I)
LIMITED WORK
A B
B O
T T L
A N
E
MH
MH
BERM
BERM
MH
MH
S
S
C
C
SSF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
Y
D R
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N B
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S
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A T
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SHEET ID
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
EROSION AND SEDIMENT CONTROL PHASE 2
1"=100'SCALE: 100' 200'0
LEGEND
KEY
INLET PROTECTION
MANHOLE
SKIMMER
CONSTRUCTION ENTRANCE
CULVERT
SILT FENCE
SUPER SILT FENCE
DIVERSION DITCH
DIVERSION BERM
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
POTENTIAL FOR POLLUTANTS ENTERING STORM WATER SYSTEMS.
6. DISTURBED AREAS AND MATERIALS STORAGE AREAS MUST BE INSPECTED FOR EVIDENCE OF OR
INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES MUST BE
THE GROUND.
SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN
4. SILT FENCES MUST BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC. TO SEE IF THE FABRIC IS
HEIGHT OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
HOURS AFTER ANY STORM EVENT GREATER THAN 1/4 INCH OF RAIN PER 24 HOUR PERIOD.
1. ALL CONTROL MEASURES MUST BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24
SEDIMENT CONTROLS AND STABILIZATION MEASURES.
THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES MUST BE USED TO MAINTAIN EROSION AND
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES
WORKBENCH FOR BENTONITE CUTOFF WALL HAS BEEN CONSTRUCTED).
CONTROLS DURING PEAK LAND DISTURBANCE (BORROW SITES HAVE BEEN FULLY EXCAVATED AND LEVEE
THE INTENT OF THE PHASE 2 EROSION & SEDIMENT CONTROL PLANS ARE FOR THE PROPOSED BMP
NOTES
H1ECXJBF
640670
W.E. 557.1
W.E. 557.1
A N
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E R
M
IL
T O
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V
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IV
N T
IN
G
T O
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G
E
IG
H
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IN
G
T O
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IS
T
R
C
CC
DB
DD
S
M W
C
S H
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T
O F
P H
A S
E
E R
O S
IO
N
A N
D S
E D
IM
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N T
C O
N T
R O
L P
L A
N
CG812
W M
G
J
M L
T N
W V
C
G
.d
MH
BORROW AREA 5
BORROW AREA 5
PRI
CHARD
RO
AD
RAILROAD
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MUD RIVER
RF
C
C
CC
DD
DB
DD
DB
C
RF
SSF
SSF
SSF
F L O
W
FLOW
F
LO
W
F
LO
W
FLOW
F L O
W
FLOW
F
LO
W
M A
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H L
IN
E
S
E E
S H
E E
T C
G
MH
MH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
EROSION AND SEDIMENT CONTROL PHASE 2
1"=100'SCALE: 100' 200'0
KEY
MANHOLE
SKIMMER
CULVERT CROSSING
CULVERT
DIVERSION DITCH
DIVERSION BERM
SILT FENCE
SUPER SILT FENCE
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
LEGEND
POTENTIAL FOR POLLUTANTS ENTERING STORM WATER SYSTEMS.
6. DISTURBED AREAS AND MATERIALS STORAGE AREAS MUST BE INSPECTED FOR EVIDENCE OF OR
INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES MUST BE
THE GROUND.
SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN
4. SILT FENCES MUST BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC. TO SEE IF THE FABRIC IS
HEIGHT OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
HOURS AFTER ANY STORM EVENT GREATER THAN 1/4 INCH OF RAIN PER 24 HOUR PERIOD.
1. ALL CONTROL MEASURES MUST BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24
SEDIMENT CONTROLS AND STABILIZATION MEASURES.
THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES MUST BE USED TO MAINTAIN EROSION AND
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES
WORKBENCH FOR BENTONITE CUTOFF WALL HAS BEEN CONSTRUCTED).
CONTROLS DURING PEAK LAND DISTURBANCE (BORROW SITES HAVE BEEN FULLY EXCAVATED AND LEVEE
THE INTENT OF THE PHASE 2 EROSION & SEDIMENT CONTROL PLANS ARE FOR THE PROPOSED BMP
NOTES
H1ECXJBF
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E R
M
IL
T O
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V
M U
D R
IV
N T
IN
G
T O
N W
E S
T V
IR
G
E
IG
H
T H
S T
H U
N T
IN
G
T O
N D
IS
T
R
C
CC
DB
DD
S
M W
C
S H
E E
T
O F
P H
A S
E
E R
O S
IO
N
A N
D S
E D
IM
E
N T
C O
N T
R O
L P
L A
N S
CG813
W M
G
J
M L
T N
W V
C
G
.d
MH
FL
ER
PRICHARD ROAD
S A
M P B
R A
N C
H R
O A
D
B L A
C K H
O L L O
W R
O A
D
Y A T E S C
R O
S S
IN
G R
O A
D
BORROW AREA 5
BORROW AREA 5
DD
DB
DD
DB
S
C
C
CC
S
C
CE
SSF
SSF
FLO
W
FL
O
W
FLOW
FL
O
W
FLO
W
FLOW
LIMITS (LWL-M)
LIMITED WORK
MH
MH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
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N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
EROSION AND SEDIMENT CONTROL PHASE 2
1"=100'SCALE: 100' 200'0
KEY
MANHOLE
SKIMMER
CULVERT CROSSING
CULVERT
DIVERSION DITCH
DIVERSION BERM
SILT FENCE
SUPER SILT FENCE
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
LEGEND
NOTES
POTENTIAL FOR POLLUTANTS ENTERING STORM WATER SYSTEMS.
6. DISTURBED AREAS AND MATERIALS STORAGE AREAS MUST BE INSPECTED FOR EVIDENCE OF OR
INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
5. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES MUST BE
THE GROUND.
SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN
4. SILT FENCES MUST BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC. TO SEE IF THE FABRIC IS
HEIGHT OF THE FENCE.
3. BUILT UP SEDIMENT MUST BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE
ARE FOUND TO BE NECESSARY, THEY MUST BE INITIATED WITHIN 24 HOURS.
2. ALL MEASURES MUST BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS OR OTHER MEASURES
HOURS AFTER ANY STORM EVENT GREATER THAN 1/4 INCH OF RAIN PER 24 HOUR PERIOD.
1. ALL CONTROL MEASURES MUST BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24
SEDIMENT CONTROLS AND STABILIZATION MEASURES.
THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES MUST BE USED TO MAINTAIN EROSION AND
MAINTENANCE PROCEDURES FOR EROSION CONTROL DEVICES
WORKBENCH FOR BENTONITE CUTOFF WALL HAS BEEN CONSTRUCTED).
CONTROLS DURING PEAK LAND DISTURBANCE (BORROW SITES HAVE BEEN FULLY EXCAVATED AND LEVEE
THE INTENT OF THE PHASE 2 EROSION & SEDIMENT CONTROL PLANS ARE FOR THE PROPOSED BMP
H1ECXJBF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V
M U
D R
IV
N T
IN
G
T O
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T V
IR
G
E
IG
H
T H
S T
H U
N T
IN
G
T O
N D
IS
T
R
A1
EROSION AND SEDIMENT CONTROL PHASE 3
1"=100'SCALE: 100' 200'0
LEGEND
GRAVEL
TURF GRASS SEEDING
MITIGATION AREA
SILT FENCE
SUPER SILT FENCE
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
KEY
SSF
SF
3. FOR ENVIRONMENTAL MITIGATION SEE SHEETS LE_LG101 - LE_LG103.
2. PERMANENT SEEDING SHALL BE PLACED ON ALL LAND DISTURBANCE.
SWPPP, AND GPP PER THEIR PROPOSED MEANS AND METHODS OF CONSTRUCTION TO THE WV DEP.
REQUIRED TO SUBMIT ANY PROPOSED REVISIONS TO THE EROSION & SEDIMENT CONTROL PLANS, THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE WV DEP AS A CO-PERMITEE. THE CONTRACTOR IS
PLANS AND SPECIFICATION ARE APART OF A CONDITIONAL NPDES CONSTRUCTION STORMWATER PERMIT.
1. FOR BIDDING PURPOSES ONLY. EROSION & SEDIMENT CONTROLS INCLUDED IN THE CONSTRUCTION
KEY NOTES
M W
C
S H
E E
T
O F
P H
A S
E
E R
O S
IO
N
A N
D S
E D
IM
E
N T
C O
N T
R O
L P
L A
N
CG814
W M
G
J
M L
T N
W V
C
G
.d
S
D
B R
U S
H
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C R E E
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ROAD
EAST ACCESS
EAST ACCESS RAMP
DRAINAGE
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PUMP STATION
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OUTLET CHANNEL
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G E
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A
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POWER
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ACCESS ROAD
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LIMITED WORK LIMITS
M A
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H L
IN
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S
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S H
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SSF
FS
SSF
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LIMITED WORK
TP
WORK LIMITS
CONTRACTOR
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D
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KEY NOTES
3. FOR ENVIRONMENTAL MITIGATION SEE SHEETS LE_LG101 - LE_LG103.
2. REFER TO ENVIRONMENTAL MITIGATION PLANS FOR PROPOSED PLANTINGS.
CONSTRUCTION TO THE WV DEP.
PLANS, SWPPP, AND GPP PER THEIR PROPOSED MEANS AND METHODS OF
TO SUBMIT ANY PROPOSED REVISIONS TO THE EROSION & SEDIMENT CONTROL
TO SUBMIT TO THE WV DEP AS A CO-PERMITEE. THE CONTRACTOR IS REQUIRED
NPDES CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR IS REQUIRED
THE CONSTRUCTION PLANS AND SPECIFICATION ARE APART OF A CONDITIONAL
1. FOR BIDDING PURPOSES ONLY. EROSION & SEDIMENT CONTROLS INCLUDED IN
LEGEND
GRAVEL
CONCRETE
FLOODPLAIN SEEDING
TURF GRASS SEEDING
LEVEE TURF GRASS SEEDING
OUTLET PROTECTION
INLET PROTECTION
FILTER SOCK
TREE PRESERVATION
SILT FENCE
SUPER SILT FENCE
MITIGATION AREA
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
KEY
SSF
SF
IP
OP
TP
FS
H1ECXJBF
TR
CB
CB
CB
TR
S
CB
CB
CB
S
S
CB
TR
CB
CB
S
CB
S
CB
CB
S
CB
CB
CB
S
S
CB
CB
� LINE OF PROTECTION
MAINTANENCE ACCESS ROAD
ROAD
EAST ACCESS
JOHNS BRANCH
PONDING AREA
DAMON AVENUE
PONDING AREA
MILTON PLAZA
CHANNEL RELOCATION
DRAINAGE AREA
DAMON AVENUE
B
IL
L B
L E
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IV
RI
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CONTRACTOR WORK LIMITS
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LIMITED WORK LIMITS
SSF
SSF
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STONE SLOPE PROTECTION
FSFS
LIMITS (LWL-F)
LIMITED WORK
(LWL-D)
LIMITED WORK LIMITS
MODIFICATION
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MODIFICATION
CHANNEL
MODIFICATION
CHANNEL
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STONE SLOPE
TP
SSF
PROTECTION
STONE SLOPE
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MITIGATION
ENVIRONMENTAL
DIP
DIP
DIP
FLO
W
SSF
SSF
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3. FOR ENVIRONMENTAL MITIGATION SEE SHEETS LE_LG101 - LE_LG103.
2. PERMANENT SEEDING SHALL BE PLACED ON ALL LAND DISTURBANCE.
CONSTRUCTION TO THE WV DEP.
PLANS, SWPPP, AND GPP PER THEIR PROPOSED MEANS AND METHODS OF
TO SUBMIT ANY PROPOSED REVISIONS TO THE EROSION & SEDIMENT CONTROL
TO SUBMIT TO THE WV DEP AS A CO-PERMITEE. THE CONTRACTOR IS REQUIRED
NPDES CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR IS REQUIRED
THE CONSTRUCTION PLANS AND SPECIFICATION ARE APART OF A CONDITIONAL
1. FOR BIDDING PURPOSES ONLY. EROSION & SEDIMENT CONTROLS INCLUDED IN
LEGEND KEY
OUTLET PROTECTION
INLET PROTECTION
ENTRANCE
CONSTRUCTION
FILTER SOCK
TREE PRESERVATION
SILT FENCE
SUPER SILT FENCE
MITIGATION AREA
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
SSF
SF
CE
IP
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TP
FS
GRAVEL
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LEGEND KEY
DIP
H1ECXJBF
CBCB
CB CB
CB CB
S
CB
CB
CB
CB
CB
TR
LINE OF PROTECTION�
DRIVE ACCESS ROAD
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DRIVE ACCESS RAMP
RIVERS EDGE
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N
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NEWMANS BRANCH
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SYSTEM
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WESTERN
SSF
SSF
SSF
SSF
SSF
SSF
PROTECTION
STONE SLOPE
PROTECTION
STONE SLOPE
PUMP STATION
NEWMANS BRANCH
LINE OF PROTECTION�
IPOP
IP
(LWL-J)
LIMITED WORK LIMITS
(LWL-I)
LIMITED WORK LIMITS
(LWL-H)
LIMITED WORK LIMITS
(LWL-G)
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FL
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H
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RF
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3. FOR ENVIRONMENTAL MITIGATION SEE SHEETS LE_LG101 - LE_LG103.
2. PERMANENT SEEDING SHALL BE PLACED ON ALL LAND DISTURBANCE.
CONSTRUCTION TO THE WV DEP.
PLANS, SWPPP, AND GPP PER THEIR PROPOSED MEANS AND METHODS OF
TO SUBMIT ANY PROPOSED REVISIONS TO THE EROSION & SEDIMENT CONTROL
TO SUBMIT TO THE WV DEP AS A CO-PERMITEE. THE CONTRACTOR IS REQUIRED
NPDES CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR IS REQUIRED
THE CONSTRUCTION PLANS AND SPECIFICATION ARE APART OF A CONDITIONAL
1. FOR BIDDING PURPOSES ONLY. EROSION & SEDIMENT CONTROLS INCLUDED IN
KEY NOTES
KEYLEGEND
ENTRANCE
CONSTRUCTION
FILTER SOCK
SILT FENCE
SUPER SILT FENCE
MITIGATION AREA
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
SSF
SF
CE
ROCK FILTER
DROP INLET PROTECTION
INLET PROTECTION
OUTLET PROTECTION
LEGEND KEY
OP
IP
GRAVEL
CONCRETE
FLOODPLAIN SEEDING
TURF GRASS SEEDING
LEVEE TURF GRASS SEEDING
DIP
RF
LEGEND
H1ECXJBF
CB
CB
CB
TR
TR
TR
CB
CB
S
X J
X J
X J
X J
X J
TRTR
X J
BORROW AREA 1 EAST
BORROW AREA 1 WEST
N
LINE OF PROTECTION�
WEST ACCESS ROAD
ACCESS RAMP
ABBOT LANE
ACCESS RAMP
WEST
DRAINAGE AREA
WESTERN
A B
B O
T T L
A N
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FL
RIV
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RAILROAD
CHANNEL MODIFICATION
CHANNEL MODIFICATION
SSF
SSFSSF
SSF
SSF
IP
SSF
MODIFICATION
CHANNEL
PROTECTION
STONE SLOPE
(LWL-L)
LIMITED WORK LIMITS
MITIGATION
ENVIRONMENTAL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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T
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U .S
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KEYLEGEND
OUTLET PROTECTION
INLET PROTECTION
ENTRANCE
CONSTRUCTION
SILT FENCE
SUPER SILT FENCE
MITIGATION AREA
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
SSF
SF
CE
IP
OP
3. FOR ENVIRONMENTAL MITIGATION SEE SHEETS LE_LG101 - LE_LG104.
2. PERMANENT SEEDING SHALL BE PLACED ON ALL LAND DISTURBANCE.
CONSTRUCTION TO THE WV DEP.
PLANS, SWPPP, AND GPP PER THEIR PROPOSED MEANS AND METHODS OF
TO SUBMIT ANY PROPOSED REVISIONS TO THE EROSION & SEDIMENT CONTROL
TO SUBMIT TO THE WV DEP AS A CO-PERMITEE. THE CONTRACTOR IS REQUIRED
NPDES CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR IS REQUIRED
THE CONSTRUCTION PLANS AND SPECIFICATION ARE APART OF A CONDITIONAL
1. FOR BIDDING PURPOSES ONLY. EROSION & SEDIMENT CONTROLS INCLUDED IN
KEY NOTES
GRAVEL
CONCRETE
FLOODPLAIN SEEDING
TURF GRASS SEEDING
LEVEE TURF GRASS SEEDING
H1ECXJBF
640670
W.E. 557.1
W.E. 557.1
N
FLOW
MUD RIVER
PRICHARD ROAD
BORROW AREA 5
RAILROAD
SSF
SSF
SSF
SSF
SSF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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K
L
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N
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4. SHEET TO BE REPRODUCED IN COLOR FORMAT.
3. FOR ENVIRONMENTAL MITIGATION SEE SHEETS LE_LG101 - LE_LG103.
2. PERMANENT SEEDING SHALL BE PLACED ON ALL LAND DISTURBANCE.
CONSTRUCTION TO THE WV DEP.
PLANS, SWPPP, AND GPP PER THEIR PROPOSED MEANS AND METHODS OF
TO SUBMIT ANY PROPOSED REVISIONS TO THE EROSION & SEDIMENT CONTROL
TO SUBMIT TO THE WV DEP AS A CO-PERMITEE. THE CONTRACTOR IS REQUIRED
NPDES CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR IS REQUIRED
THE CONSTRUCTION PLANS AND SPECIFICATION ARE APART OF A CONDITIONAL
1. FOR BIDDING PURPOSES ONLY. EROSION & SEDIMENT CONTROLS INCLUDED IN
NOTES
KEYLEGEND
SILT FENCE
SUPER SILT FENCE
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
SSF
SF
H1ECXJBF
FLOW
MUD RIVER
PRICHARD ROAD
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A T
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IN
G R
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(LWL-M)
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M A
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IN
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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N
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4. SHEET TO BE REPRODUCED IN COLOR FORMAT.
3. FOR ENVIRONMENTAL MITIGATION SEE SHEETS LE_LG101 - LE_LG104.
2. PERMANENT SEEDING SHALL BE PLACED ON ALL LAND DISTURBANCE.
CONSTRUCTION TO THE WV DEP.
PLANS, SWPPP, AND GPP PER THEIR PROPOSED MEANS AND METHODS OF
TO SUBMIT ANY PROPOSED REVISIONS TO THE EROSION & SEDIMENT CONTROL
TO SUBMIT TO THE WV DEP AS A CO-PERMITEE. THE CONTRACTOR IS REQUIRED
NPDES CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR IS REQUIRED
THE CONSTRUCTION PLANS AND SPECIFICATION ARE APART OF A CONDITIONAL
1. FOR BIDDING PURPOSES ONLY. EROSION & SEDIMENT CONTROLS INCLUDED IN
NOTES
KEYLEGEND
SSF
SFSILT FENCE
SUPER SILT FENCE
DRAINAGE DIVIDE
DRAINAGE AREA
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
H1ECXJBF
L P
L P
L P
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S
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IS
T
R
C
S T
A
.7
S
D T
O S
T A
S
D
P L
A N
A N
D P
R O
F
IL
E
M
IL
T O
N P
L A
Z A
G R
A V
IT
Y
C U
L V
E R
T
CU102
D L
R
J
M L
T N
W V
S
D
C U
.d
M
SD
XXXXXX569.59569.61645744.63524063.93DROP INLETD2.2
XXXXXX--571.161645469.47524132.82HEADWALLD2.1
SHEET
REFERENCE
NUMBER
DETAIL
OUT
INVERT
IN
INVERT
EASTING NORTHING
TYPE
STRUCTURE
NUMBER
STRUCTURE
STORM STRUCTURE SCHEDULE
S D
S D
S D
S D
S D
S D
CB
N
CONTRACTOR WORK LIMITS
LINE OF PROTECTION�
DAMON AVENUE
PONDING AREA
STA. 41+56.84 SD
WINGWALL
STRUCT. NO. D2.1
7'X7' BOX CULVERT
M A T
C H
L
IN
E S
T A . 4
S
D , S
E E S
H E
E T S
D
C U
LEVEEEAST ACCESS ROAD
7'X7' BOX CULVERT
CONTRACTOR WORK LIMITS
SLOPE
TOE OF
PONDING AREA
TOP OF
STA. 44+41.67 SD
DROP INLET
STRUCT. NO. D2.2
PONDING AREA
TOP OF
7'X7' BOX CULVERT
E: 1,645,469.47 N: 524,132.82
STA. 41+56.84 SD
END WORK
BOTTOM OF DITCH
BOTTOM OF DITCH
EX. GROUND
M A
T C
H L
IN
E
S T
A
S
D
S E
E S
H E
E T
S D
C
U
11.25° DEFLECTION
DAMON AVENUE
PONDING AREA
S T
R U
C T
N
O D
.2
M A
N H
O
A
.6
S D
R
IM
E L
.7
S T
R U
C T
N
O D
.1
H E
A D
W A
L L
S T
A
.8
S
D T
O P
E L .3
IN
V E
L .1
6F
IN
G
R A
D E
(T Y
P
E X
G
R A
D E
(T Y
P
602.13' - 7'X7' BOX CULVERT @ -0.50%89.05' - 7'X7' BOX CULVERT @ -0.50%
.5
.4
.4
.3
.2
.2
.1
.0
.9
.8
.7
.6
.5
.4
.3
.2
.0
.9
.8
.7
.6
.5
.4
.3
.2
.1
40+00 SD 40+20 SD 40+40 SD 40+60 SD 40+80 SD 41+00 SD 41+20 SD 41+40 SD 41+60 SD 41+80 SD 42+00 SD 42+20 SD 42+40 SD 42+60 SD 42+80 SD 43+00 SD 43+20 SD 43+40 SD 43+60 SD 43+80 SD 44+00 SD 44+20 SD 44+40 SD 44+60 SD 44+80 SD 45+00 SD 45+20 SD 45+40 SD 480 480
500 500
520 520
540 540
560 560
580 580
600 600
620 620
640 640
FINISHED GRADE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
H1
MILTON PLAZA GRAVITY CULVERT - PLAN
1"=20'SCALE: 20' 40'0
A1
MILTON PLAZA GRAVITY CULVERT - PROFILE
1"=20', V:1"=20'SCALE: H: 20' 40'0
BEHIND MILTON PLAZA, SEE SHEET XXX.
3. FOR MORE INFORMATION ON GRADING
SHEETS AR_CS100 - AR_CS105.
FOR EAST ACCESS ROAD INFORMATION, SEE 2.
SHEET XXX.
FOR 7'X7' BOX CULVERT TYPICAL DETAILS, SEE 1.
NOTES
CONTRACTOR WORK LIMITS
LEGEND
20' 40'0
D C
E A
U D
IT
H1ECXJBF
L P
0 L P
L P
CB
.3
.2
.3
.2
.5
.4
.5
.7
.5
.6
.7
.7
.2
.1
.8
.0
.6
.1
.2
.5
.2
.4
.6
.8
A N
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V
M U
D R
IV
N T
IN
G
T O
N W
E S
T V
IR
G
E
IG
H
T H
S T
H U
N T
IN
G
T O
N D
IS
T
R
C
S T
A
S
D T
O S
T A
S
D
P L
A N
A N
D P
R O
F
IL
E
M
IL
T O
N P
L A
Z A
G R
A V
IT
Y
C U
L V
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CU103
D L
R
J
M L
T N
W V
S
D
C U
.d
M
SD
567.521646144.04523989.55HEADWALLD2.5
568.28568.291645993.65524017.56DROP INLETD2.4
XXXXXX568.84568.851645884.21524037.94DROP INLETD2.3
SHEET
REFERENCE
NUMBER
DETAIL
OUT
INVERT
IN
INVERT
EASTING NORTHING
TYPE
STRUCTURE
NUMBER
STRUCTURE
STORM STRUCTURE SCHEDULE
S D
S D
S D
S D
S D
CB
CB
N
JOHNS BRANCH
PONDING AREA
TOE OF SLOPE
SLOPE
TOE OF
LINE OF PROTECTION�
CONTRACTOR WORK LIMITS
EAST ACCESS ROAD
7'X7' BOX CULVERT
J O
H
A
N C
H F L
O W
M A T
C H
L
IN
E S
T A . 4
S
D , S
E E S
H E
E T S
D
C U
7'X7' - BOX CULVERT
GATEWELL
STA. 48+48.00 SD
HEADWALL
STRUCT. NO. D2.5
LEVEE 8
'X
T
W
IN
B
O X C
U
LV
E R T S
7'X7' - BOX CULVERT
STA. 45+83.65 SD
DROP INLET
STRUCT. NO. D2.3
STA. 46+94.98 SD
DROP INLET
STRUCT. NO. D2.4
E: 1,646,144.09 N: 523,989.54
STA. 48+48.00 SD
END WORK
EX. GROUND
M A
T C
H L
IN
E
S T
A
S
D
S E
E S
H E
E T
S D
C
U
JOHNS BRANCH
PONDING AREA
MILTON PLAZA GRADING
F
IN
G
R A
D E
(T Y
P
E X
G
R A
D E
(T Y
P
S T
R U
C T
N
O
D
.3 D
R O
P I N
L E
T S
T A
.6
S
D R
IM
E
L .8
S T
R U
C T
N
O
D
.4 D
R O
P I N
L E
T S
T A
.9
S
D R
IM
E
L .5
S T
R U
C T
N
O
D
.5 H
E A
D W
A L
L S
T A
.9
S
D T
O P
E L .7
(O
U T
IN
V
E L
.5
602.13' - 7'X7' BOX CULVERT @ -0.50%
45+40 SD 45+60 SD 45+80 SD 46+00 SD 46+20 SD 46+40 SD 46+60 SD 46+80 SD 47+00 SD 47+20 SD 47+40 SD 47+60 SD 47+80 SD 48+00 SD 48+20 SD 48+40 SD 48+60 SD 48+80 SD 49+00 SD 49+20 SD 49+40 SD 49+60 SD 49+80 SD 50+00 SD 50+20 SD 480 480
500 500
520 520
540 540
560 560
580 580
600 600
620 620
640 640
50+40 SD
.0
.9
.8
.7
.6
.5
.4
.3
.2
.0
.9
.8
.7
.6
.5
.5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
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SHEET ID
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
H1
MILTON PLAZA GRAVITY CULVERT - PLAN
1"=20'SCALE: 20' 40'0
A1
MILTON PLAZA GRAVITY CULVERT - PROFILE
V:1"=20'1"=20'SCALE: H: 20' 40'0
LEGEND
CONTRACTOR WORK LIMITS
NOTES
SHEET AR_CS103.
FOR EAST ACCESS ROAD INFORMATION, SEE2.
SHEET XXX.
FOR 7'X7' BOX CULVERT TYPICAL DETAILS, SEE 1.
D C
E A
U D
IT
H1ECXJBF
EX. 8" W
ATER
S
CB
TR
CB
CB
L P
L P
L P
L P
WAT-UT
WAT-UTWAT-UTWAT-UTS
WAT-UT
WAT-UTWAT-UTWAT-UT
S
S
S
CB
CB
CB
CB
.7
.2
.1
.7
.4
.5
.5
.5
.7
.2
.2
.2
.4
.5
.3
.3
.6
.4
.3
.5
.0
.5
.6
.7
A N
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V
M U
D R
IV
N T
IN
G
T O
N W
E S
T V
IR
G
E
IG
H
T H
S T
H U
N T
IN
G
T O
N D
IS
T
R
C
S T
A
.0
S
D T
O
S
D
P L
A N
A N
D P
R O
F
IL
E
D A
M O
N A
V E
G R
A V
IT
Y
C U
L V
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T
CU104
R C
D
J
M L
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W V
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D
C U
.d
M
SD
XXXXXX563.97564.221644848.19524155.24JUNCTION BOXD1.4
XXXXXX562.17562.421644590.48524074.18JUNCTION BOXD1.3
XXXXXX561.94562.011644599.23524036.88GATEWELLD1.2G
XXXXXX561.38--1644615.16523969.04HEADWALLD1.1
SHEET
REFERENCE
NUMBER
DETAIL
OUT
INVERT
IN
INVERT
EASTING NORTHING
TYPE
STRUCTURE
NUMBER
STRUCTURE
STORM STRUCTURE SCHEDULE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
69.68' - 5'X6'
BOX CULVERT
@ 0.60%
RANDOM FILL
FLOODWALL
EX. GROUND
270.16' - 5'X6' BOX CULVERT @ 0.60%
ROAD FILL
EAST ACCESS
M A
T C
H L
IN
E
S T
A
S
D S
E E
S H
E E
T C
U
EAST ACCESS ROAD
SANITARY LINE
8" GRAVITY
38.32' - 5'X6'
BOX CULVERT
@ 0.60%
EX. 36" CULVERT
ROAD FILL
EAST ACCESS
SUPPLY LINE
RAW WATER INTAKE
EX. WATERLINE
EX. WATERLINE
F
IN
G
R A
D E
(T Y
P
E X
G
R A
D E
(T Y
P
192.16' - 5'X6'
BOX CULVERT
@ 0.96%
S T
R U
C T
D
.1
H E
A D
W A
L L
S T
A
.0
S
D
T O
P E
L .5
(O U
T
IN
V
E
L .3
S T
R U
C T
D
.2
G
G A
T E
W E
L L
S T
A
.6
S
D
T O
P E
L .2
(I N
IN
V
E L
.0
(O U
T
IN
V
E
L .9
S T
R U
C T
D
.3
J U
N C
T
IO
N B
O X
S T
A
.0
S
D
T O
P E
L .3
(I N
IN
V
E L
.4
(O U
T
IN
V
E
L .1
S T
R U
C T
D
.4
J U
N C
T
IO
N B
O X
S T
A
.1
S
D
T O
P E
L .3
(I N
IN
V
E L
.2
(O U
T
IN
V
E
L .9
(SEE NOTE 3)
EX. 8" GRAVITY
29+60 SD 29+80 SD 30+00 SD 30+20 SD 30+40 SD 30+60 SD 30+80 SD 31+00 SD 31+20 SD 31+40 SD 31+60 SD 31+80 SD 32+00 SD 32+20 SD 32+40 SD 32+60 SD 32+80 SD 33+00 SD 33+20 SD 33+40 SD 33+60 SD 33+80 SD 34+00 SD 34+20 SD
480 480
500 500
520 520
540 540
560 560
580 580
600 600
620 620
640 640
.3
.3
.4
.5
.7
.0
.1
.4
.5
.6
.7
.9
.0
.1
.2
.3
.5
.6
.7
.8
.0
.2
.4
.5
EX. WATERLINE
30+00 SD
S
D
S
D
S
D
S
D1
N
M A
T C
H L
IN
E S
T A S
D S
E E S
H E
E T C
U
TOP OF FLOODWALL
5'X6' BOX CULVERT
GRAVITY CULVERT
DAMON AVENUE�
CONTRACTOR WORK LIMITS
EAST ACCESS ROAD
(SEE NOTE 3)
8" SANITARY LINE
(SEE NOTE 5)
WATERLINE
8" RELOCATED
SUPPLY LINE
RAW WATER INTAKE
(SEE NOTE 4)
SANITARY LINE
RELOCATED 8"
EX. 36" CULVERT
STA. 29+85.01 SD
WINGWALL
STRUCT. NO. D1.1
'X
B O
X C
U
LV
E R
T
STA. 30+54.69 SD
GATEWELL
STRUCT. NO. D1.2G
'X
B O
X C
U
LV
E R
T
STA. 30+93.01 SD
12'X12' JUNCTION BOX
STRUCTURE D1.3
STA. 33+63.17 SD
12'X12' JUNCTION BOX
STRUCTURE D1.4
LEVEE
INV. EL. 563.12
EX. 36" CULVERT
STRUCTURE
RAW WATER INTAKE
5'X6' BOX CULVERT
PROPOSED WEIR
LIMITED WORK LIMITS
E: 1,644,615.16 N: 523,969.04
STA. 29+85.01 SD
BEGIN WORK
1 2
3 4
H2
DAMON AVENUE GRAVITY CULVERT - PLAN
1"=20'SCALE: 20' 40'0
B2
DAMON AVENUE GRAVITY CULVERT - PROFILE
, V:1"=20'1"=20'SCALE: H: 20' 40'0
CONDUITS THROUGH THE LINE OF PROTECTION.
6. SEE SHEETS B-112 THROUGH B-115 FOR FILTER DETAILS ON
CONTRACTOR. SEE SHEET CUXXX.
5. RELOCATED 8" WATERLINE TO BE RELOCATED BY
BY CONTRACTOR. SEE SHEET CUXXX.
4. RELOCATED 8" GRAVITY SANITARY LINE TO BE RELOCATED
CONTRACTOR ONCE RELOCATED LINE IS OPERATIONAL.
3. EXISTING 8" GRAVITY SANITARY LINE TO BE REMOVED BY
CSXXX.
FOR EAST ACCESS ROAD INFORMATION, SEE SHEET2.
SEE SHEET XXX.
FOR DAMON AVENUE BOX CULVERT TYPICAL DETAILS, 1.
NOTES
CONTRACTOR WORK LIMITS
LEGEND
RIVER
FLOWMUD
D C
E A
U D
IT
H1ECXJBF
.6
S T
A
P C
WAT-UT
S
S
.3
.5
.5
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
A N
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V
M U
D R
IV
N T
IN
G
T O
N W
E S
T V
IR
G
E
IG
H
T H
S T
H U
N T
IN
G
T O
N D
IS
T
R
C
S T
A
S
D T
O S
T A
.3
S
D
P L
A N
A N
D P
R O
F
IL
E
D A
M O
N A
V E
G R
A V
IT
Y
C U
L V
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T
CU105
D L
R
J
M L
T N
W V
S
D
C U
.d
M
SD
XXXXXX--565.331645037.49524188.29HEADWALLD1.5
SHEET
REFERENCE
NUMBER
DETAIL
OUT
INVERT
IN
INVERT
EASTING NORTHINGSTRUCTURE TYPE
NUMBER
STRUCTURE
STORM STRUCTURE SCHEDULE
S
D
S
D
S
D
N
DAMON AVENUE PONDING AREA
REMNANT MUD RIVER
SLOPE
TOE OF
5'X6' BOX CULVERT
M A
T C
H L
IN
E S
T A S
D S
E E S
H E
E T C
U
STA. 36+16.58 SD
WINGWALL
STRUCT. NO. D1.5
SLOPE
TOE OF
PONDING AREA
TOP OF
CONTRACTOR WORK LIMITS
DAMON AVENUE ACCESS RAMP
EAST ACCESS ROAD
LEVEE
(SEE NOTE 4)
SANITARY LINE
8" GRAVITY
AFTER RELOCATION
TO BE REMOVED
CONTROL PANEL
EX. RAW WATER INTAKE
LIMITS
LIMITED WORK
E: 1,645,097.83
N: 524,198.82
STA. 36+16.58 SD
END WORK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
DAMON AVENUE PONDING AREA
192.16' - 5'X6' BOX CULVERT @ 0.96%
M A
T C
H L
IN
E
S T
A
S
D S
E E
S H
E E
T C
U
34+40 SD 34+60 SD 34+80 SD 35+00 SD 35+20 SD 35+40 SD 35+60 SD 35+80 SD 36+00 SD 36+20 SD 36+40 SD 36+60 SD 36+80 SD 37+00 SD 37+20 SD 37+40 SD
480 480
500 500
520 520
540 540
560 560
580 580
600 600
620 620
640 640
F
IN
G
R A
D E
(T Y
P
E X
G
R A
D E
(T Y
P
WATER SURFACE ELEVATION
APPROXIMATE EXISTING
S T
R U
C T
D
.5
H E
A D
W A
L L
S T
A
.3
S
D
T O
P E
L .4
(I N
IN
V
E L
.3
EX. GROUND
FINISHED GRADE
.9
.0
.2
.4
.6
.8
.0
.3
.5
.7
.0
.2
.4
.7
.9
.2
H2
DAMON AVENUE GRAVITY CULVERT - PLAN
1"=20'SCALE: 20' 40'0
A2
DAMON AVENUE GRAVITY CULVERT - PROFILE
, V:1"=20'1"=20'SCALE: H: 20' 40'0 IS THEN TO BE REMOVED BY THE CONTRACTOR.
UNTIL RELOCATED LINE HAS BEEN PLACED. THE EXISTING LINE
4. EX. 8" GRAVITY SANITARY LINE TO REMAIN OPERATIONAL
IS THEN TO BE REMOVED BY THE CONTRACTOR.
UNTIL RELOCATED LINE HAS BEEN PLACED. THE EXISTING LINE
3. EX. 8" POTABLE WATERLINE TO REMAIN OPERATIONAL
AR_CS100 TO AR_CS105.
FOR EAST ACCESS ROAD INFORMATION, SEE SHEETS 2.
SEE SHEET XXX.
FOR DAMON AVENUE BOX CULVERT TYPICAL DETAILS, 1.
NOTES
CONTRACTOR WORK LIMITS
LEGEND
D C
E A
U D
IT
H1ECXJBF
CB
CB
S
S
CB
S
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
TR
TR
TR
CB
CB
S
S
CB
TR
J
X J
X J
X J
X J
X J
TRTR
X J
S S
S S
S
S
W
FH
G
LCO
S
S
S
S
S S
S
S
SG
G
G
G
GGG
D
W W
W
W
W W
W
W
W
W W
W
W W
W
W
W
W
WW
W
W
CB
CB
L P
L P
L P
L P
L P
0 L P
L P
L P
L P
L P
L P
L P
L P
L P
L P
L P
L P
0 L
P
L P
L P
L P
L P
L P
L P
L P
L P
L P
L P
A N
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V
M U
D R
IV
N T
IN
G
T O
N W
E S
T V
IR
G
E
IG
H
T H
S T
H U
N T
IN
G
T O
N D
IS
T
R
S
O V
E R
A L
L S
IT
E
P L
A N
W E
S T
E R
N D
R A
IN
A
G E
A R
E A
CU110
R C
D
J
M L
T N
W V
S
D
C U
.d
M
SD
S D
0 S
D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD10+00
S-302
PUMP STATION PLAN VIEW
NEWMANS BRANCH
S-101
HEADWALL
EXISTING
N
SECTION
OVER TOPPING
CONTRACTOR WORK LIMITS
CONTRACTOR WORK LIMITS
W1.5 W1.4
W1.3
W3.1
W3.2
W3.3 W3.4
W4.1
W3.1 - W4.1
SYSTEM
NEWMANS BRANCH
PONDING AREA
RIVER
FLOW
MUD
W1.1
W1.1 - W1.6E
SYSTEM
W1.2
PUMP STATION
NEWMANS BRANCH
SYSTEM SWALE
WESTERN DRAINAGE
W1.3 - W3.4
SYSTEM
LIMITED WORK LIMITS
LIMITED WORK LIMITS
LIMITED WORK LIMITS
LIMITED WORK LIMITS
LIMITED WORK LIMITS
CONTRACTOR WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
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IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
WESTERN DRAINAGE OVERALL SITE PLAN
1"=100'SCALE: 100' 200'0
CONTRACTOR WORK LIMITS
LEGEND
NOTES
LIMITED WORK LIMITS
SEE SHEET CS305 FOR OVERTOPPING SECTION DETAILS.1.
D
D
D C
E A
U D
IT
H1ECXJBF
S
L P
L P
L P
.5
.1
.5
.9
.0
.8
.8
.8
.7
.9
.4
.4
.6
.8
.9
.8
.5
.5
.4
.5
.0
.5
.0
.4
.7
.0
.4
A N
S
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W E
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IN
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A N
A N
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.1
W
.5
CU111
R C
D
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M L
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D
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.d
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SD
XXXXXX564.381640855.08523669.25HEADWALLW1.5
XXXXXX563.8564.051640921.67523674.31108" MANHOLEW1.4
XXXXXX562.29562.541641171.87523694.029'X9' JUNCTION BOXW1.3
XXXXXX561.64561.741641180.42523585.56GATEWELLW1.2
XXXXXX561.241641186.76523505.16HEADWALLW1.1
SHEET
REFERENCE
NUMBER
DETAIL
OUT
INVERT
IN
INVERT
EASTING NORTHINGSTRUCTURE TYPE
NUMBER
STRUCTURE
STORM STRUCTURE SCHEDULE
D
S D
N
STA. 10+00 SD
HEADWALL
STRUCT. NO. W1.1
STA. 10+80.64 SD
GATEWELL
WESTERN DRAINAGE
STRUCT. NO W1.2
STA. 11+89.45 SD
W/ GRATED TOP
9'X9' JUNCTION BOX
STRUCT. NO. W1.3
STA. 14+40.43 SD
W/GRATED TOP
108" MANHOLE
STRUCT. NO. W1.4
STA. 15+07.21 SD
HEADWALL
STRUCT. NO. W1.5
1. FOR 5'X6' BOX CULVERT TYPICAL DETAILS, SEE SHEET XXX
2. FOR WEST ACCESS ROAD INFORMATION, SEE SHEETS CSXXX.
3. FOR TYPICAL DETAILS OF WVDOH MANHOLES, SEE SHEET XXXX
4. SEE SHEETS B-112 THROUGH B-115 FOR FILTER DETAILS ON
CONDUITS THROUGH THE LINE OF PROTECTION.
NOTES
CONTRACTOR WORK LIMITS
'X
C
IP
B
O X
C U
L V
E R
T
'X
C
IP
B
O X
C U
L V
E R
T
WES
T A
CCES
S R
OAD
LE
VEE
PROTECTION
LINE OF �
72" RCP 67' - 72" RCP
CONTRACTOR WORK LIMITS
LEGEND
E: 1,641,187.48 N: 523,496.03
STA 9+90.83 SD
BEGIN WORK
E: 1,640,848.76 N: 523,668.90
STA. 15+13.54 SD
END WORK
LINE OF PROTECTION�
ROAD
ACCESS
WEST S
T R
U C
T N
O W
.1
H E
A D
W A
L L
S T
A
S
D T
O P
E L .0
'X
B
L
V E
R T
O
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IN
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L .2
S T
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N
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.2
G A
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W E
L L
S T
A
.6
S
D T
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'X
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(I
IN
V
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.7
'X
' B
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E
(O
T
IN
V
E
L
.6
74.14' - 5'X7' BOX CULVERT @ 0.50% 97.14' - 5'X7' BOX CULVERT @ 0.51%
S T
R U
C T
N
O W
.3
'X
' J
U N
C T
IO
N
B O
X S
T A
.4
IM
E
L
.5
R
C P
IN
IN
V E
L .5
'X
' B O
X C
U L
V E
(O
T
IN
V
E L
.2
251' - 72' RCP @ 0.50%
EX. GROUND
67' - 72" RCP @ 0.50%
S T
R U
C T
N
O W
.4
M A
N H
O L E
S T
A
.4
S
D R
IM
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L
.1
R C
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IN
IN
V
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L .0
R C
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L .8
S T
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N
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H E
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D T
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M A
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IN
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S T
A
S
D
S E
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H E
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C U
LEVEE
FINISHED GRADE
9+80 SD 10+00 SD 10+20 SD 10+40 SD 10+60 SD 10+80 SD 11+00 SD 11+20 SD 11+40 SD 11+60 SD 11+80 SD 12+00 SD 12+20 SD 12+40 SD 12+60 SD 12+80 SD 13+00 SD 13+20 SD 13+40 SD 13+60 SD 13+80 SD 14+00 SD 14+20 SD 14+40 SD 14+60 SD 14+80 SD 15+00 SD 15+20 SD 500 500
520 520
540 540
560 560
580 580
600 600
620 620
640 640
.2
.3
.5
.6
.8
.0
.1
.2
.3
.4
.5
.6
.7
.8
.9
.0
.2
.3
.4
.5
.6
.7
.9
.1
.2
.3
.5
F
IN
G
R A
D E
(T Y
P
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G
R A
D E
(T Y
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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E
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®of Engineers US Army Corps
U .S
A
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P S
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IN
E E
R S
F1
WESTERN DRAINAGE SYSTEM W1.1 - W1.6E - PLAN
1"=20'SCALE:
20' 40'0A1
WESTERN DRAINAGE SYSTEM W1.1 - W1.6E - PROFILE
1"=20'SCALE:
20' 40'0
M A T
C H
L
IN
E S
T A S
D S
E E S
H E
E T C
U
D C
E A
U D
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H1ECXJBF
CB
TR
CB
CB
CB
L P
L P
L P
L P
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WAT-UT
WAT-UT
WAT-UT
S
S
W
CB
CB
CB
.1
.7
.6
.0
.6
A N
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LWL-58
check fieldbook
4" PVC:580.87'
4" PVC:581.05'
4" PVC:581.30'
4" PVC:581.09'
4" PVC:564.42'
4" PVC:574.77'
4" PVC:570.42'
4" PVC:575.92'
4" PVC:576.92'
15" CMP:564.52'
84" STEEL:569.71'
4" PVC:580.87'
4" PVC:581.05'
4" PVC:575.72'
M
W W
A T
E R
L
IN
E R
E L
O C
A T
IO
N
D A
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N A
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N U
E
CU111
D L
R
C
M L
T N
W V
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M
UT
8" PVC POTABLE WATER
WORK LIMITS
CONTRACTOR
90° 6" M.JT. DI FITTING
90° 6" M.JT. DI FITTING
MORE DETAILS
CUXXX FOR
SEE SHEET
SEWER LINE
SANITARY
GRAVITY
RELOCATED
90° 6" M.JT. DI FITTING
E: 1,644,728.86
N: 524,089.50
STA. 2+10.47
END WORK
E: 1,644,882.58
N: 524198.21
STA. 0+00
BEGIN WORK
45° 6" M.JT. DI FITTING
VALVE TO CONNECT TO EXISTING 8" WATERLINE
STA. 0+10 8"X8" TAPPING SLEEVE AND PLUG
CUT AND CAP EXISTING WATERLINE
HAND WHEEL
FOR VALVE STEMS
PROVIDE 3 HOLES
(TOP OF PROTECTION)
WET RIM ELEV.= 594.30'
RIM ELEV. = 585.50'
VALVE VAULT
OF GRADE = 585.00'
APPROX. TOP
ELEV. = 579.00'
4" SCH. 40 PE PIPE
PIPE SUPPORT
6" DIP
BARS
GUIDE
INV. ELEV. = 556.50'
WET WELL
SEE SPECIFICATIONS
SUBMERSIBLE PUMPS,
WALL THUMBLE, TYP.
R.J., TYP.
SUPPORT PEDESTAL
MIN. 2 PER VALVE
STEM SUPPORT
LOWER MUD RIVER BANK
SHEET PILE
12" DUCTILE IRON PIPE
OF RIVER = 558.00'
APPROXIMATE BOTTOM
SUPPORT PEDESTAL
CENTERLINE ELEVATION = 560.00'
INTAKE SCREEN #1
CENTERLINE ELEVATION = 561.00'
INTAKE SCREEN #2
HAND WHEELS
PENETRATION
SEALED WALL
EXISTING GROUND
196.76' 8" PVC
16" DUCTILE IRON
8" PVC
0+00 0+50 1+00 1+50 2+00
540 540
550 550
560 560
570 570
580 580
590 590
600 600
610 610
620 620
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
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K
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M
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P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
N T
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N O
S O
L
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IT
A
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N N
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S
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D A
T E
S I Z
E
M A
R K
D E
S C
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
S
S
S
S
N
S D
S D
1H
DAMON AVENUE RAW WATER INTAKE - PLAN
1"=50'SCALE: 50' 100'0
50' 100'0A1
DAMON AVENUE RAW WATER INTAKE - PROFILE
1"=50'SCALE:
NOTES
OF CONCRETE FLOODWALL, AND INSTALLATION OF EARTHEN LEVEE.
FEATURES, INSTALLATION OF RAW WATER INTAKE RELOCATION, INSTALLATION
TO ACCOMMODATE THE INSTALLATION OF DAMON AVENUE INTERIOR DRAINAGE
THE RAW WATER LINE RELOCATION SHOWN ON THIS SHEET IS NECESSARY 7.
NO CUSTOMER SERVICE INTERRUPTIONS WILL BE PERMITTED. 6.
PRIOR TO INITIATING WORK ON THIS UTILITY RELOCATION.
NOTIFICATION AND COORDINATION WITH THE CITY OF MILTON IS NECESSARY5.
TO CONNECTION.
CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE TYPES AND O.D. PRIOR4.
ALL LINES SHALL HAVE 36" MINIMUM COVER.3.
AND JACKING.
CONTRACTOR TO LOCATE WATER AND UTILITY SERVICES BEFORE BORING2.
811 OR (1-800-245-4848) AND LOCAL UTILITY COMPANIES.
LOCATIONS PRIOR TO CONSTRUCTION BY CONTACTING MISS UTILITY AT
OF UTILITY LINES NOT KNOWN. CONTRACTOR TO VERIFY UTILITY
FOUND OR PROVIDED BY LOCAL UTILITIES. EXACT DEPTH AND LOCATION
EXISTING UTILITIES SHOWN ON PLANS WHERE EVIDENCE HAS BEEN 1.
D
R
IV
E R
F
LO
LEGEND
CONTRACTOR WORK LIMITS
WATER MAIN PIPE
SANITARY MAIN PIPE
STORM DRAIN MAIN PIPE
RAW WATER INTAKE DETAIL
CUSTOM 1:84SCALE:
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
L P
L P
L P
L P
CB
WAT-UT
WAT-UT
WAT-UT
WAT-UT
S
S
W
CB
CB
CB
A N
S
T O
N W
V F
R M
L O
W E
R M
U D
R
IV
E…
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