16B7_Drawings4.pdf
PDF 2 MB Posted
- Solicitation number
- W912EE-16-B-0007
About this file
Drawings 37 - 48 of 48
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B01_OfficialBidAbstract_16B7.pdf | ||
| A22_am01_16B7.pdf | ||
| 16B7_Drawings3.pdf | ||
| 16B7_Drawings2.pdf | ||
| 16B7_Drawings1.pdf | ||
| 385-1-1.pdf | ||
| summary.pdf | ||
| specs.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TO EMBANKMENT CENTERLINE.
2. DIMENSIONS WITH AN ASTERISK (*) ARE PERPENDICULAR
1. PROFILES CUT ALONG CONDUIT CENTERLINE.
NOTES:
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-03
SITE ACW-10-04
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -2
.d g n
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G C
O N
D U
IT
C-211
S
IT
E S A
C W -1
-0
A
C W -1
-0
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
40' 27'4'
71'
5' 17.5' 8' 42.5' 14'
FENCE
TOP OF RISER EL. 206.00
ANTI-VORTEX BAFFLE
1V:
3H
IMPERVIOUS UPSTREAM BLANKET EL. 202.00
1V:
3HEXISTING GROUND
EXISTING GROUND
EL. 198.50
RISER INV. EL. 200.00
48" RISER
1V :2.
5H
1V:2.5H 1V:2.5H
EL. 213.00
RIPRAP EL. 209.00
24" R200 RIPRAP
PIPE ANCHOR
OUTLET INV. EL. 198.00
EL. 196.00
12" GROUT CRADLE
FILTER DRAINAGE RING
CONNECTING BAND
KEYWAY
30" CONDUIT
C/L RISER C/L EMBANKMENT
1V:2.5H
14'
59'*5' *12.5' *8' *90'
40'
78.5'
4'
122.5'
EXISTING GROUND
EXISTING GROUND
VARIES
FENCE
TOP OF RISER EL. 223.00
ANTI-VORTEX BAFFLE
48" RISER1V:2HLIMITS OF EXCAVATION
RISER INV. EL. 207.50
EL. 206.00
1V :2.5
H
1V:3H
1V:3H
EL. 228.00
RIPRAP EL. 212.00
24" R200 RIPRAP
PIPE ANCHOR
OUTLET INV. EL. 200.00
EL. 198.00
12" GROUT CRADLE
FILTER DRAINAGE RING
CONNECTING BAND
30" CONDUIT
KEYWAY
1V:3H
C/L RISER C/L EMBANKMENT
1. PROFILES CUT ALONG CONDUIT CENTERLINE.
NOTES:
EL. 429.50
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-05
SITE ACW-10-07
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -2
.d g n
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G C
O N
D U
IT
C-212
S
IT
E S A
C W -1
-0
A
C W -1
-0
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
*12.5'*4.25' *8' *90' 27.5'
4.25' 12.5' 12' 46.25' 14'
78.5'
40' 34.5'4'
3'
EXISTING GROUND
EXISTING GROUND
VARIES
LIMITS OF EXCAVATION
1V:2H
FENCE
TOP OF RISER EL. 281.00
ANTI-VORTEX BAFFLE
30" RISER
EL. 270.50
RISER INV. EL. 272.00
1V :2.5
H 1V:2.5H
EL. 286.00
OUTLET INV. EL. 270.00
EL. 268.00
CONNECTING BANDKEYWAY
24" CONDUIT
C/L RISER C/L EMBANKMENT
40'
30' 4'
74'
C/L RISER C/L EMBANKMENT
FENCE
TOP OF RISER EL. 443.00
ANTI-VORTEX BAFFLE
1V:
3HIMPERVIOUS UPSTREAM BLANKET EL. 435.00
EXISTING GROUND
EXISTING GROUND
1V:
3H
1V :2.5
H
1V:2.5H 1V:2.5H
RISER INV. EL. 435.00
EL. 433.50
30" RISER
KEYWAY
CONNECTING BAND
24" CONDUIT
FILTER DRAINAGE RING
12" GROUT CRADLE
EL. 448.00
RIPRAP EL. 442.00
24" R200 RIPRAP
PIPE ANCHOR
OUTLET INV. EL. 431.50
1. PROFILES CUT ALONG CONDUIT CENTERLINE.
NOTES:
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-10
SITE ACW-10-11
4.25' 15' 8' 40' 13'
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -2
.d g n
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G C
O N
D U
IT
C-213
S
IT
E S A
C W -1
-1
A
C W -1
-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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
14'*12.5'*5' *12' *32.5'
40'20'4'
64'
EXISTING GROUND
EXISTING GROUND
FENCE
TOP OF RISER EL. 238.00
ANTI-VORTEX BAFFLE
1V :3H
LIMITS OF EXCAVATION
RISER INV. EL. 233.00
EL. 231.50
48" RISER
1V :2.
5H 1V:2.5H 1V:2.5H
EL. 243.00
RIPRAP EL. 242.00
24" R200 RIPRAP
PIPE ANCHOR
KEYWAY
CONNECTING BAND
FILTER DRAINAGE RING
12" GROUT CRADLE
OUTLET INV. EL. 232.00
EL. 230.00
1V:2.5H
C/L RISER C/L EMBANKMENT
40' 25'4'
69'
EXISTING GROUND
EXISTING GROUND
IMPERVIOUS UPSTREAM BLANKET EL. 218.00
1V:
3H
1V:
3H
FENCE
TOP OF RISER EL. 222.00
ANTI-VORTEX BAFFLE
30" RISER
RISER INV. EL. 216.00
EL. 214.50
1V :2.
5H
1V:2.5H
EL. 228.00
24" CONDUIT
KEYWAY
CONNECTING BAND
3'
OUTLET INV. EL. 214.00
EL. 212.00
1V:2.5H
1. PROFILES CUT ALONG CONDUIT CENTERLINE.
NOTES:
4.25' 12.5' 8' 78' 36'
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-12
SITE ACW-10-13
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -2
.d g n
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G C
O N
D U
IT
C-214
S
IT
E S A
C W -1
-1
A
C W -1
-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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
40' 36'
4'
80'
14'*5' *15' *12' *50'
C/L RISER C/L EMBANKMENT
EXISTING GROUND
EXISTING GROUND
1V:
3H
FENCE
TOP OF RISER EL. 304.00
ANTI-VORTEX BAFFLE
LIMITS OF EXCAVATION
1V:2H
RISER INV. EL. 294.50
EL. 293.00
48" RISER
1V :2.
5H 1V:2.5H
1V:2.5H
EL. 310.00
RIPRAP EL. 303.00
24" R200 RIPRAP
PIPE ANCHOR
OUTLET INV. EL. 292.00
FILTER DRAINAGE RING
12" GROUT CRADLE
CONNECTING BAND
KEYWAY
30" CONDUIT
40'
60.5' 4'
104.5'
FENCE
TOP OF RISER EL. 241.00
ANTI-VORTEX BAFFLE
VARIES
EXISTING GROUND
EXISTING GROUND
1V:2H
LIMITS OF EXCAVATION
30" RISER
RISER INV. EL. 226.00
EL. 224.50
1V :2.
5H
1V:3H
EL. 246.00
OUTLET INV. EL. 222.00
3'
EL. 220.00
1V:3H
KEYWAY
CONNECTING BAND
24" CONDUIT
EL. 290.00
4.25' 10' 8' 67.5' 37'
2. DIMENSIONS WITH AN ASTERISK (*) ARE PERPENDICULAR
1. PROFILES CUT ALONG CONDUIT CENTERLINE.
NOTES:
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-14
SITE ACW-10-15
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -2
.d g n
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G C
O N
D U
IT
C-215
S
IT
E S A
C W -1
-1
A
C W -1
-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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
4.25' 10' 8' 61.5' 60'
40' 47.5'4'
91.5'
3'
EXISTING GROUND
EXISTING GROUND
VARIES
1V:2H
LIMITS OF EXCAVATION
FENCE
TOP OF RISER EL. 277.00
ANTI-VORTEX BAFFLE
30" RISER
RISER INV. EL. 262.00
EL. 260.50
1V :2.
5H
1V:3H
EL. 281.00
OUTLET INV. EL. 260.50
EL. 258.50
1V:3H
KEYWAY CONNECTING BAND
24" CONDUIT
C/L RISER C/L EMBANKMENT
40'41.5'4'
85.5'
C/L RISER C/L EMBANKMENT
EXISTING GROUND
EXISTING GROUND
VARIES 1V
:2.
5H
1V:3H
EL. 281.50
3'
LIMITS OF EXCAVATION
1V:2H
RISER INV. EL. 264.00
EL. 262.50
30" RISER
OUTLET INV. EL. 263.00
EL. 261.00
CONNECTING BAND
KEYWAY
24" CONDUIT
FENCE
TOP OF RISER EL. 277.50
ANTI-VORTEX BAFFLE
1V:3H
1. PROFILES CUT ALONG CONDUIT CENTERLINE.
NOTES:
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-16
SITE ACW-10-17
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -2
.d g n
C E
N T
E R
L
IN
E P
R O
F
IL
E A
L O
N G C
O N
D U
IT
C-216
S
IT
E S A
C W -1
-1
A
C W -1
-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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
4.25' 14.5' 8' 63.9' 25'
5' 12.5' 8' 50' 31'
3'
40' 48.5'
4'
92.5'
EXISTING GROUND
EXISTING GROUND
VARIES
FENCE
TOP OF RISER EL. 277.50
ANTI-VORTEX BAFFLE
LIMITS OF EXCAVATION
1V:2H
30" RISER
RISER INV. EL. 266.00
EL. 264.50
1V :2.
5H
1V:3H
KEYWAY CONNECTING BAND
24" CONDUIT
EL. 283.30
OUTLET INV. EL. 264.00
EL. 262.00
1V:3H
C/L RISER C/L EMBANKMENT
14'
C/L RISER C/L EMBANKMENT
FENCE
TOP OF RISER EL. 274.50
ANTI-VORTEX BAFFLE
1V :3H
1V:2H
LIMITS OF EXCAVATION
IMPERVIOUS UPSTREAM BLANKET EL. 269.00
EXISTING GROUND
EXISTING GROUND
RISER INV. EL. 268.00
EL. 266.50
48" RISER
KEYWAY
CONNECTING BAND FILTER DRAINAGE RING
12" GROUT CRADLE
30" CONDUIT
1V :2.
5H 1V:2.5H
1V:2.5H
EL. 279.50
RIPRAP EL. 274.50
24" R200 RIPRAP
PIPE ANCHOR
OUTLET INV. EL. 261.50
EL. 259.50
1V:2.5H
40'
30'
4'
74'
EMBANKMENT EL. 448.00
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-05
SITE ACW-10-12
SCALE 1" = 10'
SCALE: 1 IN. = 10 FT.
10 20 30 FT.10 5
SITE ACW-10-07
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -3
.d g n
C-310
E M
E R
G E
N C
Y S
P
IL
L W
A Y S
E C
T
IO
N S
S
IT
E S A
C W -1
-0
A C
W -1
-0
A
C W -1
-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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
20'
SPILLWAY
12'
1V:1H
24" R200 RIPRAP
ENGINEERING FABRIC
DIVERSION EMBANKMENT
EXISTING GROUND
1V:3H
1V:2.5H
EL. 283.00
12'
20'
SPILLWAY
24" R200 RIPRAP
ENGINEERING FABRIC
EL. 307.00
1V:1H
1V :3H
1V:2.5H
EXISTING GROUND
12'
24" R200 RIPRAP
ENGINEERING FABRIC
1V:1H
25'
SPILLWAY
EL. 445.00
1V:3H
1V:2.5H EXISTING GROUND
EMBANKMENT EL. 310.00
OF ALL FILL.
PLACED TO THE LIMITS
TOP SOIL SHOULD BE
LIME TREATMENT AND
FROM SITE TO SITE.
VARY SIGNIFICANTLY
EXISTING STREAM/GROUND
SLOPES FROM RISER TO
NOTE:
OF ALL FILL.
PLACED TO THE LIMITS
TOP SOIL SHOULD BE
LIME TREATMENT AND
FROM SITE TO SITE.
VARY SIGNIFICANTLY
EXISTING STREAM/GROUND
SLOPES FROM RISER TO
NOTE:
18"
(TYP.)
(T Y
P
WITH 6" OF TOPSOIL
LIME TREATED SOIL OVERLAIN
THIS AREA SHALL BE 6" OF
TOP 12" OF MATERIAL WITHIN
SCALE: NONE
RIPRAP DETAILS
BACKFILL (TYP.)
ANCHOR TRENCH
FABRIC
ENGINEERING
BACKFILL (TYP.)
ANCHOR TRENCH
3' 10'
12"
(TYP.)
THALWEG
PIPE ANCHOR
1/3 LENGTH OF CONDUIT
1 ON 1
1 ON 1
R200 RIPRAP
FABRIC
ENGINEERING
FABRIC
ENGINEERING
2' LAP OF ENGINEERING FABRIC (TYP.)
SURFACE FOR THE CONDUIT
SMOOTH BEDDING
CONDUIT TO PROVIDE
IN THE RIPRAP BENEATH
GROUT 12" DEEP CRADLE
ELEVATION
EL. SHOWN ON PROFILE
LIMITS OF RIPRAP
SEE PROFILE
VARIES
(WHERE USED)
LIMITS OF RIPRAP
(T Y
P
S E
I T
P L
A N
S
WITH 6" OF TOPSOIL
LIME TREATED SOIL OVERLAIN
THIS AREA SHALL BE 6" OF
TOP 12" OF MATERIAL WITHIN
LC
M
B A
N K
M E
N T
CONDUIT
RISER
(M
N
(M I N
(M I N
1V:2.5H
8' S
A N
SEE SITE PLANS
I N
SEE SITE PLANS
A
A N
S
(SEE DWG. C-511 FOR DETAILS)
CONCRETE TOP SLAB
FOR DETAILS)
(SEE DWG. C-512
RISER FENCE
(SEE DWG. C-513 FOR DETAIL)
CONTROL MATTING (TYP.)
LIMITS OF EROSION
SITE WITHOUT RIPRAP SITE WITH RIPRAP
'LC
M
B A
N K
M E
N T
(M I N
N
(M I N
(M I N
1V:2.5H
8'
V A
R I E
S V
A R I E
S
VARIES VARIES V
A
R I E
S V
A R I E
S
(SEE DWG. C-511 FOR DETAILS)
CONCRETE TOP SLAB
FOR DETAILS)
(SEE DWG. C-512
RISER FENCE
(SEE DWG. C-513 FOR DETAIL)
CONTROL MATTING (TYP.)
LIMITS OF EROSION
TOE OF SLOPE
RIPRAP
R200
18" PERVIOUS FILL (TYP.)
FILTER DRAINAGE RING
(SEE DWG. C-511)
CONNECTING BAND
OR EXCAVATION
EXISTING STREAM
TOP BANK OF
(SEE DWG. C-512 FOR DETAILS)
OR EXCAVATION
EXISTING STREAM
TOP BANK OF
(SEE DWG. C-512 FOR DETAILS)
SCALE: NONE
A N
S I
D
N O
N E
C-510
EXAMPLE SITE PLANS SHOWING LIMITS OF LIME TREATMENT, TOPSOIL FILL AND EROSION CONTROL MATTING
C -5
.d g n
(RIPRAP SITES ONLY)
ENGINEERING FABRIC
12" 12"
CONDUIT
SECTION
CRADLE (TYP.)
GROUTED RIPRAP
2' 2'
GRADE
FINISHED
CONDUIT DIA.
(MIN.)(MIN.)
(TYP.)
1 ON 1
VARIES SEE PLANRIPRAP
R200
(TYP.)
ANCHOR TRENCH
18"
O
N .5
YP.
THIS SHEET
SEE DETAIL
TRENCH (TYP.)
SEE ANCHOR
(TYP.)
1 ON 1
RIPRAP
R200
VARI
ES
S
EE
PLAN
DRAINAGE RING
FILTER
SCALE: NONE
G E
N E
R A
L S
IT
E P
L A
N A
N D D
E T
A
IL
S
OVERLAP
12" (MIN.)
12"
SCALE: NONE
ANCHOR TRENCH DETAIL
ENGINEERING FABRIC
ANCHOR TRENCH BACKFILL
(T
Y P
VARIES SEE PROFILE
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
E L E
C T
R
IC
A L S
E C
T
IO
N
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
CONCRETE TOP SLAB
R I S
R
A
RISER DIA.
9 CORRUGATIONS
ROLLED END
12 GA. GALVANIZED
CONTINUOUS CORRUGATION
CONNECTING BAND DETAILS
SCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE
CONCRETE TOP SLAB
TANK LUG DETAIL
ANGLE IRON CONNECTION DETAIL
BAR AND STRAP CONNECTION DETAIL
ALTERNATE NO. 2
ALTERNATE NO. 1
"O" RING GASKETS
ROD BINDERCONNECTING BAND
CAST IRON TANK LUG
PIPE END
PIPE STUB
CONDUIT
MASTIC SEAL (TYP.)
STEEL BAR
GALVANIZED FORGED
IRON TO BAND (TYP.)
ARC WELD ANGLE
FORMED BAND
12 GA. GALVANIZED
STRAP TO BAND
ARC WELD
(6 REQ'D.)
TANK LUGS
(SEE DETAIL THIS DWG.)
TANK LUG (2 REQUIRED)
(SEE DETAIL THIS DWG.)
TANK LUG (2 REQUIRED)
SINGLE CONDUIT AND RISER
NOTE: DETAIL SHOWN IS FOR TYPICAL
2. THIS BAND MAY BE USED FOR ANY SIZE CONDUIT.
AS SPECIFIED FOR PIPE.
SAME GAGE AND DEPTH OF CORRUGATION
1. THE CONNECTING BAND SHALL BE THE
NOTES:
2' 2'
ROD BINDER
‹" GALVANIZED
•" WASHER
•" X 1ƒ" COUPLING NUT
WITH LOCK WASHER
CARRIAGE BOLT AND NUT
•" X 6" GALVANIZED
(T Y
P
P
WITH LOCK WASHER
CARRIAGE BOLT AND NUT
•" X 6" GALVANIZED
HAVING A DIAMETER OF 30" OR LESS.
1. THIS BAND MAY BE USED ON CONDUITS
NOTE:
SECTION "A-A"
WITH CLOSED CELL GASKET
CORRUGATED METAL BAND
FOR ALTERNATE CONNECTION)
(SEE ANGLE IRON DETAIL
BAR AND STRAP
FOR ALTERNATE CONNECTION)
(SEE BAR AND STRAP DETAIL
2" X 2" ANGLE IRON
A A
RISER DETAILS
AROUND THE PERIMETER OF CONCRETE TOP SLAB.
12" x 6" CONCRETE THICKENED EDGE REQUIRED 5.
CONDUIT/PIPE STUB DIAMETERS.
SEE INDIVIDUAL SITE PLANS FOR RISER AND 4.
SHALL MATCH FALL ANGLE OF MAIN CONDUIT.
ANGLE OF 4'-0" LONG CONDUIT STUB AT RISER 3.
ACCORDANCE WITH THE SPECIFICATIONS.
TREAT ALL WELDS ON CORRUGATED METAL PIPE IN 2.
CONCRETE.
BITUMINOUS PAINT PRIOR TO PLACING OF
TREAT CORRUGATED METAL PIPE WITH 1.
RISER DETAIL NOTES:
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
P
IP
E A
N D R
IS
E R D
E T
A
IL
S
C -5
.d g n
C-511
P
IP
E A
N D R
IS
E R D
E T
A
IL
S
A N
S I
D
N O
N E
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E
6" TOPSOIL LAYER
6" LIME TREATED LAYER
CONCRETE TOP SLAB
NON-REINFORCED
12"
TYP.
RISER DIA. + 4'
S E
E I
N D
IV
ID
U A
L S
IT
E P
L A
N S
V A
R
IE
S
RISER DIA.+ 4'
SHOP WELD
CONCRETE RISER FOUNDATION
NON-REINFORCED
PIPE STUB (SEE NOTE 4)
CONDUIT
RISER
4'
6"
12"
(SEE SHEET C-512 FOR DETAILS)
ANTI-VORTEX BAFFLE
(SEE DWG. C-512 FOR DETAILS)
CONTINUOUS WELD
CONTINUOUS WELD
DITCH BOTTOM
RIPRAP
60°
GROUTED RIPRAP CRADLE
SEE DETAIL "A"
SCALE: NONE
DIAMETER
CONDUIT
LENGTH
BAND
HEIGHT
FIN
DIAMETER
RISER
(SEE ADJACENT TABLE FOR BAND LENGTH)
FLAT, 6" WIDE, 12 GAGE METAL BAND.
ƒ" STOP NUT ƒ" STOP NUT ƒ" x 7' ANCHOR ROD
LONG STEEL ANGLE
…" x 3-1/2" x 3-1/2" x 6"
12" (TYP.)
(M I N ƒ" x 7' ANCHOR ROD
8" HELIX (TYP.)
MUTIPLE CONDUIT STRUCTURES.
2. PIPE ANCHORS TO BE STAGGERED 2' (MIN.) FOR
LOCATIONS WHERE PIPE ANCHORS ARE REQUIRED.
RIPRAP IS USED. SEE INDIVIDUAL SITE PLANS FOR
1. PIPE ANCHOR(S) ARE REQUIRED ONLY AT SITES WHERE
PIPE ANCHOR NOTES:
BAND
FOR ƒ" ANCHOR ROD
ASSEMBLY WITH 1•" SQUARE HUB TAPPED
28.5" MINMUM LONG DOUBLE 8" HELIX ANCHOR
30" 3'-0"
48"
54"
3'-6"
3'-6"
(SEE SITE PLANS)
(H
"A"
"B"
"A"
"B"
F
H
I G
H T
(H
WELD (TYP.)
CMP RISER
CMP RISER
WELD (TYP.) CONTINUOUS WELD
SCALE: NONE SCALE: NONESCALE: NONE
PIPE ANCHOR DETAILS
DETAIL "A" SECTION "A-A" SECTION "B-B"
ELEVATION
ISOMETRIC
BAFFLE WIDTH (W)
EACH SIDE
CONTINUOUS WELD
ANTI-VORTEX BAFFLE (14 GA.)
CORRUGATED METAL
4'-0"
4'-6"
5'-3"
1" (TYP.)
WELDED TO ANGLES. (4 REQUIRED)
1" x ‚" FLAT METAL BAR
(8 REQUIRED)
AT ALL POINTS OF CONTACT.
WELDED TO CORRUGATED METAL
1" x 1" x ‚" ANGLE IRON
(4 REQUIRED)
AT ALL POINTS OF CONTACT.
WELDED TO CORRUGATED METAL
1" x 1" x ‚" ANGLE IRON
(4 REQUIRED)
WELDED TO ANGLES.
FLAT METAL BAR
1" x ‚"
(12 REQUIRED)
OF CONTACT.
METAL AT ALL POINTS
TO CORRUGATED
ANGLE IRON WELDED
1" x 1" x ‚"
24"
30"
36"
(12 REQUIRED)
AT ALL POINTS OF CONTACT.
WELDED TO CORRUGATED METAL
1" x 1" x‚" ANGLE IRON
(4 REQUIRED)
TWIST WELDED TO FIN.
METAL STRAPS WITH 90°
2" x ‰" x 12" x x x x x xxx
BARBED WIRE
POST
RISER FENCE DETAIL
ANTI-VORTEX BAFFLE DETAILS
NOT SHOWN
NOTE: ANTI-VORTEX BAFFLE
POST (IF REQUIRED)
CORNER AND INTERMEDIATE
NOTCH 1" (MAX.) INTO
4" x 4" TOP BRACE.
12" 2'
12"
6" TOPSOIL LAYER,TYP.
LAYER, TYP.
6" LIME TREATED
SPECIFICATIONS.
BE GALVANIZED IN ACCORDANCE WITH THE CONTRACT
2. ANTI-VORTEX BAFFLE AND ALL HARDWARE SHALL
(4 REQUIRED)
AND LOCK WASHERS AT POINTS OF CONTACT.
WITH †" GALVANIZED HEX BOLTS WITH NUTS
1. ANTI-VORTEX BAFFLE TO BE ATTACHED TO RISER
ANTI-VORTEX BAFFLE NOTES:
RISER DIA. + 2"
RISER DIA.
ALL FASTENING HARDWARE SHALL BE GALVANIZED.
TREATED TIMBER CONFORMING TO THE CONTRACT SPECIFICATIONS.
5. FENCE TOP BRACING SHALL BE 4" x 4" PRESSURE
ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
ON CENTER. THE BARBED WIRE SHALL BE GALVANIZED IN
WIRE WITH 14 GAGE, 4 POINT ROUND BARBS, SPACED 5"
4. FENCING SHALL BE DOUBLE STRAND 12•GAGE TWISTED
BELOW TOP OF POSTS.
PLACED 1'-3" APART WITH TOP STRAND PLACED 3"
3. FENCING SHALL CONSISTS OF 3 STRANDS OF BARBED WIRE
CORNER POSTS.
POSTS, WHEN REQUIRED, SHALL BE EVENLY SPACED BETWEEN
2. MAXIMUM SPACING BETWEEN FENCE POSTS SHALL BE 10'. INTERMEDIATE
AND 1' OUTSIDE THE EDGE OF THE CONCRETE PAD.
SPECIFICATIONS. POST SHALL BE SET 2' BELOW GROUND ELEVATION
PRESSURE TREATED FENCE POSTS, CONFORMING TO THE CONTRACT
1. FENCE POSTS SHALL BE 4" DIA. (OR SQUARE) X 6' LONG, STANDARD
RISER FENCE NOTES:
(SEE DRAWING C-511 FOR DETAILS)
CONCRETE TOP SLAB
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -5
.d g n
M
IS
C E
L L
A N
E O
U S P
IP
E A
N D R
IS
E R D
E T
A
IL
S
C-512
N O
N E
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E
EXISTING GROUND
1V :3
H
1V :3
CL EMBANKMENT
KEYWAY
CONDUIT
NET (DESIGN) GRADE
GROSS CONSTRUCTION GRADE
VARIES
1V:
2.5
PROFILE
CL EMBANKMENT
GROUND
UNDISTURBED
DEPTH INTO
2' MINIMUM
GROUND
UNDISTURBED
DEPTH INTO
2' MINIMUM
GROUND
UNDISTURBED
DEPTH INTO
5' MINIMUM
GROUND
UNDISTURBED
DEPTH INTO
5' MINIMUM
ANCHOR (SEE NOTE 1.)
TAPER
GROSS CONSTRUCTION GRADETRANSVERSE TRENCH
GROSS CONSTRUCTION GRADE DETAIL
SCALE: NONE
SCALE: NONE
EROSION CONTROL MATTING DETAILS
END OF ROLL TREATMENT
MIN.
PROFILE
RIPRAP (WHERE REQUIRED)
EXISTING GROUND
TAPER
BACKFILL (TYP.)
ANCHOR TRENCH
CONDUIT PIPE EXCAVATION
GRADE BETWEEN LIMITS OF
USE GROSS CONSTRUCTION
SHOWN ON THE SITE PLANS
NET (DESIGN) GRADE AS
6"
TRENCH 12" DEEP
TRANSVERSE TERMINAL
AT 25' (MAX.) INTERVALS
DEEP TRANSVERSE TRENCH
CHECK SLOT 6" TO 12"
TRENCH 12" DEEP
TRANSVERSE TERMINAL
CONTROL MATTING TO TOE OF SLOPE.
5. WHERE RIPRAP IS NOT REQUIRED, EXTEND EROSION
4. BACKFILL ALL TRENCHES WITH PERVIOUS MATERIAL.
5' (MIN.) ON EITHER SIDE OF SLOPE INTERSECTION.
3. MATTING TO BE A MINIMUM OF 10' WIDE WITH
MINIMUM OF 6" WITH UPGRADE SECTION ON TOP.
2. LONGITUDINAL SPLICES SHALL OVERLAP A
MANUFACTURER'S RECOMENDATIONS.
IN ALL TRENCHES. ANCHORS SHALL COMPLY WITH
1. ANCHOR EROSION CONTROL MATTING AT 3' O.C.
EROSION CONTROL MATTING NOTES:
5' 5' 12"
DIVERSION EMBANKMENT DETAIL
(MIN.)
M
IN
2'-0"
6' TYPICAL
SEEDED THEN COMPACTED SOIL
ELEVATION
RISER
KEYWAY DETAIL
E L E
C T
R
IC
A L S
E C
T
IO
N
E C D
IV
IS
IO
N
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
C -5
.d g n
M
IS
C E
L L
A N
E O
U S C
O N
S T
R U
C T
IO
N D
E T
A
IL
S
C-513
M
IS
C E
L L
A N
E O
U S C
O N
S T
R U
C T
IO
N D
E T
A
IL
S N
O N
E
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H /2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
BLANKET
BLANKET
RISER
TOP BANK
5'
EXCAVATION
BLADE WIDTH
(MIN. 1.5')
IV:3H
LIME TREATED
INTERSECTION
WITH CHANNEL
SIDE SLOPE
IMPERVIOUS
UPSTREAM
25'
IMPERVIOUS
UPSTREAM
3' TYPICAL
(MIN. HT. 2')
LOCAL FIELD ELEV.
EMBANKMENT
CONDUIT
IMPERVIOUS UPSTREAM BLANKET NOTES:
SLOPE TO DRAIN
5'
TOP BANK
PLAN VIEWSECTION
1. SURFACE OF THE 3' x 25' FILL BERM
WILL BE LIME TREATED TO A DEPTH OF
6". SEE SPECIFICATIONS.
2. TOE BERM WILL BE TIED INTO EACH
EACH BANK A DISTANCE OF 5' AND
LIME TREATED AND COMPACTED.
25' IMPERVIOUS UPSTREAM BLANKET
1V:3H
SEE PLAN VIEW
TOE TRENCH
CONDUIT EXCAVATION
CONDUIT
CONDUIT
DIA.
EXISTING GROUND
(MAX.) (MAX.)
CONDUIT DIA./4
CONDUIT
PIPE EXCAVATION EXAMPLE SECTION
25' 25'
6" TOPSOIL
6" LIME TREATED
2'-0"2'-0"
V
R
IE
S
V A R
IE
S
SCALE: NONE
SCALE: NONE
PROFILEELEVATION
10'
KEYWAY
COMPACTED BACKFILL
SCALE: NONE SCALE: NONE
SCALE: NONE
1V:2H
PLAN
B
POINTS A SHOULD BE HIGHER THAN POINT B
F L
O W
A A
ELEVATION
SILT SCREEN FENCE IN DRAINAGE
SCALE: NONE
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
FLOW
FLOW
FLOW
COMPACTED SOIL
(MIN.)
M
IN
FLOW
SCALE: NONE
FLOW
1. EXCAVATE THE TRENCH.
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
SCALE: NONE
M
IN
M
A X
RUNOFF
STEEL OR WOOD POST
STEEL OR WOOD POST
SILT SCREEN FENCE DETAILS
SECTION
PLAN
SCALE: NONE
CONSTRUCTION OF A STRAW BALE BARRIER
STRAW BALE DETAILS
TEMPORARY DIVERSION DIKE DETAIL
(FILLED BY WEDGING WITH STRAW).
3. GAPS BETWEEN BALES SHALL BE CHINKED
SIDE OF POST.
ATTACH SECURELY TO UPSTREAM
FILTER FABRIC -
REQUIRED IF WIRE MESH SUPPORT IS NOT USED.
EXTRA STRENGTH SYNTHETIC FILTER FABRIC
2'-0"
6'-0" TYPICAL
4"
MATERIAL.
AS SHOWN AND BACKFILL WITH COMPACTED
EXCAVATE, LINE WITH FILTER FABRIC
4" x 4" TRENCH -
STORAGE HEIGHT.
9" (MAX. RECOMMENDED)
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
POLLUTION PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER
REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS.
ADEQUATE PERFORMANCE AND COMPLIANCE WITH ALL
PROTECTION MEASURES AS REQUIRED, TO ASSURE
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
AT ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE
OFF-SITE AND CAN BE PERMENANTLY STABILIZED.
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
INSPECT AND REPAIR FENCE AFTER EACH STORM
4.
3.
2.
1.
NOTES:
C -5
.d g n
C-514
P R
E V
E N
T
IO
N P
L A
N T
Y P
IC
A L D
E T
A
IL
S S
T O
R M W
A T
E R P
O L L
U T
IO
N N
O N
E
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®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
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
E C D
IV
IS
IO
N
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
N A
T H
A N M
O R
R O
W
N W
M R
H M
A R
C H
IT
E C
T U
R A
L -C
IV
IL
-M
E C
H A
N
IC
A L
E L E
C T
R
IC
A L S
E C
T
IO
N
C A
R R
O L L C
O U
N T
Y
M S
D A
V
ID
L
W A
L L
A C
E P .E
Y -1
-3
A P
R
IL
R
IS
E R P
IP
E G
R A
D E C
O N
T R
O L S
T R
U C
T U
R E
S
R P -1
-0
B L
A C
K C
R E
E K A
B
IA
C A C
R E
E K W
A T
E R
S H
E D
S
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD
SURFACE
PUBLI
C
ROAD
File details come from the government source that posted it. Updated .