Drawing-Plans 3.pdf
PDF 8 MB Posted
- Attached to
- Below Piggott Seepage Remediation Federal contract opportunity
- Solicitation number
- W912EQ20B0003
About this file
This solicitation is for a channel cleanout and seepage berm construction project along the St. Francis River in Clay County, Arkansas. The scope of work includes clearing debris from 44,060 linear feet of channel; constructing 44,060 linear feet of seepage berm along the west-bank levee between Levee Mile 17 to Levee Mile 28; installing 36,426 linear feet of interior drainage; establishing turf; implementing environmental protections; and other related work. The solicitation was issued by the U.S. Army Corps of Engineers Memphis District on behalf of the Department of Defense.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract of Bids.pdf | ||
| Solicitation Amendment-0004.pdf | ||
| Drawing-Plans Vol 2- Amendment 3.pdf | ||
| Solicitation Amendment-0003.pdf | ||
| Drawing-Plans Vol 1- Amendment 3.pdf | ||
| Drawing-Plans Vol 2-Amended.pdf | ||
| Performance Specifications-Amended.pdf | ||
| Solicitation Amendment-0002.pdf | ||
| Solicitation Amendment-0001.pdf | ||
| Drawing-Plans Vol 1-Amended.pdf | ||
| Drawing-Plans -Vol 1.pdf | ||
| Solicitation.pdf | ||
| Drawing-Plans 2.pdf | ||
| Drawing-Plans 1.pdf | ||
| Specifications.pdf | ||
| Solicitation.pdf |
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
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CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF FILL AREA: 672.6 SF
FILL AREA: 578.3 SF
FILL AREA: 527.6 SF
FILL AREA: 551.0 SF
FILL AREA: 601.8 SF
FILL AREA: 683.0 SFCUT AREA: 52.2 SF
M19 9+70
M19 4+70
M18 50+00
M18 45+00
M18 40+00
M18 35+00
W L
W L
W L
W L
W L
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A1 40'0 20'
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C-304
CROSS SECTIONS M18 35+00 TO M19 9+70
SCALE: 1" = 20'
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2 3 4 5 6 7 8 9 10
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U .S
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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T
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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.2
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.0
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.6
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.4
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.4
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.7
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.9
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.1
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.0
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.9
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.9
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.1
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.1
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.5
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.9
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
FILL AREA: 597.6 SF
FILL AREA: 544.0 SF
FILL AREA: 735.4 SF
FILL AREA: 401.7 SF
FILL AREA: 553.1 SF
FILL AREA: 494.1 SF
M19 14+70
M19 19+60
M19 24+70
M19 29+70
M19 34+70
M19 39+70
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CROSS SECTIONS M19 14+70 TO M19 39+70
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US Army Corps
U .S
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V A
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
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.1
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.1
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.8
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.6
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CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
FILL AREA: 34.4 SF
FILL AREA: 197.8 SF
FILL AREA: 174.8 SF
FILL AREA: 144.9 SF
FILL AREA: 557.5 SF
M19 44+75
M19 49+70
M20 2+90
M20 7+90
M20 12+90
W L
W L
W L
W L
W L
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AR HWY 90
AR HWY 90
AR HWY 90
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A1 40'0 20'
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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E L E
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.4
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.7
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.4
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.7
E L E
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.0
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.9
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.3
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.0
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.5
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.7
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CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
FILL AREA: 549.0 SF
FILL AREA: 510.5 SF
FILL AREA: 395.0 SF
FILL AREA: 65.4 SF
FILL AREA: 269.0 SF
M20 16+20
M20 23+00
M20 28+00
M20 33+00
M20 38+00
W L
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WL OFF 777.3
WL OFF 408.7
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
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.5
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.5
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.2
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E L E
V
.2
O F F
.9
E L E
V
.6
O F F
.9
E L E
V
.0
O F F
.9
E L E
V
.3
O F F
.4
E L E
V
.7
O F F
.4
E L E
V
.0
O F F
.4
FILL AREA: 596.8 SF
FILL AREA: 561.9 SF
FILL AREA: 601.0 SF
FILL AREA: 575.0 SF
FILL AREA: 592.8 SF
CUT AREA: 33.4 SF
CUT AREA: 24.0 SF
CUT AREA: 21.2 SF
CUT AREA: 20.6 SF
M20 43+00
M20 48+00
M20 53+00
M20 58+00
M21 1+50
CUT AREA: 17.0 SF
W L
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
S H
E E
T O
F
C-308
J E
K
CROSS SECTIONS M20 43+00 TO M21 1+50
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.6
O F F
.7
E L E
V
.4
O F F
.4
E L E
V
.3
O F F
.2
E L E
V
.2
O F F
.9
E L E
V
.1
O F F
.2
FILL AREA: 177.7 SF
FILL AREA: 162.3 SF
FILL AREA: 144.5 SFCUT AREA: 34.6 SF
CUT AREA: 53.2 SF
CUT AREA: 99.8 SF
CUT AREA: 43.1 SF
CUT AREA: 45.9 SF
M21 6+50
M21 11+60
M21 16+50
M21 21+55
M21 26+55
FILL AREA: 124.0 SF
FILL AREA: 109.9 SF
W L
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
S H
E E
T O
F
C-309
J E
K
CROSS SECTIONS M21 6+50 TO M21 26+55
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.0
O F F
.5
E L E
V
.9
O F F
.9
E L E
V
.7
O F F
.3
E L E
V
.2
O F F
.8
O F F
.4
E L E
V
.8
E L E
V
.5
O F F
.0
E L E
V
.2
O F F
.7
E L E
V
.1
O F F
.9
E L E
V
.9
O F F
.7
E L E
V
.7
O F F
.7
E L E
V
.9
O F F
.4
E L E
V
.8
O F F
.4
E L E
V
.9
O F F
.4
E L E
V
.7
O F F
.3
E L E
V
.6
O F F
.7
E L E
V
.3
O F F
.4
E L E
V
.2
O F F
.9
E L E
V
.1
O F F
.3
E L E
V
.1
O F F
.3
E L E
V
.0
O F F
.1
E L E
V
.7
O F F
.7
E L E
V
.3
O F F
.7
CUT AREA: 57.2 SF
CUT AREA: 50.6 SF
CUT AREA: 48.5 SF
CUT AREA: 39.2 SF
CUT AREA: 40.3 SF FILL AREA: 669.5 SF
FILL AREA: 589.5 SF
FILL AREA: 659.9 SF
FILL AREA: 569.9 SF
FILL AREA: 631.4 SF
M21 31+55
M21 36+55
M21 41+55
M21 46+50
M21 51+60
W L
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
C-310
J E
K
CROSS SECTIONS M21 31+55 TO M21 51+60
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.3
O F F
.3
E L E
V
.9
O F F
.0
E L E
V
.4
O F F
.1
E L E
V
.0
O F F
.4
E L E
V
.7
O F F
.9
E L E
V
.6
O F F
.4
E L E
V
.2
O F F
.9
E L E
V
.5
O F F
.4
E L E
V
.2
O F F
.6
E L E
V
.6
O F F
.5
E L E
V
.5
O F F
.9
E L E
V
.2
O F F
.7
E L E
V
.4
O F F
.0
E L E
V
.4
O F F
.4
E L E
V
.2
O F F
.9
E L E
V
.5
O F F
.0
E L E
V
.3
O F F
.5
E L E
V
.1
O F F
.8
E L E
V
.3
O F F
.2
CUT AREA: 0 SF FILL AREA: 485.5 SF
FILL AREA: 658.8 SF
FILL AREA: 705.2 SF
FILL AREA: 685.8 SF
FILL AREA: 590.7 SFCUT AREA: 60.7 SF
CUT AREA: 69.4 SF
CUT AREA: 85.0 SF
CUT AREA: 97.2 SF
M22 4+50
M22 9+50
M22 14+50
M22 19+50
M22 24+50
W L
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
C-311
J E
K
CROSS SECTIONS M22 4+50 TO M22 24+50
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.4
O F F
.0
E L E
V
.1
O F F
.5
E L E
V
.3
O F F
.8
E L E
V
.3
O F F
.9
E L E
V
.3
O F F
.0
E L E
V
.1
O F F
.1
E L E
V
.4
O F F
.3
O F F
.6
O F F
.7
FILL AREA: 0 SFCUT AREA: 0 SF
CUT AREA: 0 SF
FILL AREA: 0 SFCUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
FILL AREA: 27.3 SF
FILL AREA: 453.2 SF
FILL AREA: 483.1 SF
M22 29+50
M22 34+55
M22 39+50
M22 44+50
M22 49+50
E L E
V
.5
E L E
V
.3
W L
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
C-312
J E
K
CROSS SECTIONS M22 29+50 TO M22 49+50
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.0
O F F
.8
E L E
V
.0
O F F
.8
E L E
V
.6
O F F
.5
E L E
V
.8
O F F
.0
E L E
V
.9
O F F
.9
E L E
V
.6
O F F
.9
E L E
V
.2
O F F
.3
E L E
V
.3
O F F
.6
E L E
V
.7
O F F
.6
E L E
V
.1
O F F
.9
E L E
V
.6
O F F
.2
O F F
.6
E L E
V
.5
O F F
.6
E L E
V
.0
E L E
V
.4
O F F
.2
E L E
V
.3
O F F
.7
FILL AREA: 0 SFCUT AREA: 0 SF
FILL AREA: 97.3 SF
FILL AREA: 622.5 SF
FILL AREA: 604.0 SFCUT AREA: 26.3 SF
CUT AREA: 25.0 SF
CUT AREA: 92.9 SF
CUT AREA: 111.8 SF
M23 1+85
M23 6+85
M23 11+80
M23 16+90
M23 21+80
FILL AREA: 105.1 SF
W L
W L
W L
W L
W L
FILL EXISTING DITCH
USE EXISTING SPOIL TO
FILL EXISTING DITCH
USE EXISTING SPOIL TO
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
C-313
J E
K
CROSS SECTIONS M23 1+85 TO M23 21+80
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.0
O F F
.9
E L E
V
.6
O F F
.2
E L E
V
.5
O F F
.9
E L E
V
.1
O F F
.9
E L E
V
.6
O F F
.0
E L E
V
.4
O F F
.7
E L E
V
.6
O F F
.9
E L E
V
.2
O F F
.4
E L E
V
.2
O F F
.4
E L E
V
.5
O F F
.0
E L E
V
.1
O F F
.5
E L E
V
.3
O F F
.3
E L E
V
.5
O F F
.6
E L E
V
.2
O F F
.1
E L E
V
.4
O F F
.4
E L E
V
.1
O F F
.2
E L E
V
.8
O F F
.8
E L E
V
.6
O F F
.7
E L E
V
.4
O F F
.0
E L E
V
.2
O F F
.4
CUT AREA: 35.8 SF
CUT AREA: 34.0 SF
CUT AREA: 39.0 SF
CUT AREA: 63.4 SF
CUT AREA: 68.7 SF
FILL AREA: 581.9 SF
FILL AREA: 573.5 SF
FILL AREA: 576.9 SF
FILL AREA: 645.2 SF
FILL AREA: 628.9 SF
M23 26+80
M23 31+80
M23 36+85
M23 41+85
M23 46+85
W L
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
C-314
J E
K
CROSS SECTIONS M23 26+80 TO M23 46+85
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.9
O F F
.2
E L E
V
.7
O F F
.4
E L E
V
.5
O F F
.0
E L E
V
.2
O F F
.6
E L E
V
.0
O F F
.9
E L E
V
.6
O F F
.8
E L E
V
.1
O F F
.7
E L E
V
.7
O F F
.1
O F F
.7
E L E
V
.7
O F F
.9
E L E
V
.7
O F F
.9
E L E
V
.0
O F F
.9
E L E
V
.7
O F F
.8
E L E
V
.0
O F F
.2
E L E
V
.3
O F F
.2
E L E
V
.4
O F F
.5
E L E
V
.6
FILL AREA: 61.2 SFCUT AREA: 101.9 SF
FILL AREA: 66.1 SF
CUT AREA: 79.3 SF
CUT AREA:88.8 SF
CUT AREA: 87.0 SF FILL AREA: 574.6 SF
M23 51+85
M24 3+55
M24 8+55
M24 13+55
M24 18+50
CUT AREA: 83.3 SF
FILL AREA: 62.5 SF
78.8
W L
W L
W L
W L
W L
FILL EXISTING DITCH
USE EXISTING SPOIL TO
FILL EXISTING DITCH
USE EXISTING SPOIL TO
FILL EXISTING DITCH
USE EXISTING SPOIL TO
FILL EXISTING DITCH
USE EXISTING SPOIL TO
FILL EXISTING DITCH
USE EXISTING SPOIL TO
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
C-315
J E
K
CROSS SECTIONS M23 51+85 TO M24 18+50
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T s s S e c ti o n s S h e e t o f
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.8
O F F
.7
E L E
V
.0
O F F
.4
E L E
V
.7
O F F
.9
E L E
V
.3
O F F
.0
E L E
V
.5
O F F
.0
E L E
V
.1
O F F
.4
E L E
V
.4
O F F
.4
E L E
V
.4
O F F
.3
E L E
V
.1
O F F
.4
E L E
V
.3
O F F
.7
E L E
V
.9
O F F
.0
E L E
V
.6
O F F
.5
E L E
V
.9
O F F
.4
E L E
V
.9
E L E
V
.9
E L E
V
.5
O F F
.6
E L E
V
.1
O F F
.1
E L E
V
.6
O F F
.7
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 0 SF
CUT AREA: 78.7 SF FILL AREA: 562.3 SF
FILL AREA: 465.3 SF
FILL AREA: 401.0 SF
FILL AREA: 443.0 SF
FILL AREA: 475.1 SF
M24 23+60
M24 28+55
M24 33+55
M24 38+55
M24 43+55
W L
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
C-316
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J E
K
CROSS SECTIONS M24 23+60 TO M24 43+55
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
R
O S
S S
E C
T
IO
N S S
H E
E T
O
F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.6
O F F
.8
E L E
V
.1
O F F
.6
O F F
.0
E L E
V
.5
O F F
.9
E L E
V
.1
O F F
.9
E L E
V
.3
O F F
.4
E L E
V
.0
O F F
.5
E L E
V
.5
O F F
.8
E L E
V
.6
O F F
.7
E L E
V
.5
O F F
.8
E L E
V
.1
O F F
.9
E L E
V
.3
O F F
.2
E L E
V
.0
O F F
.3
E L E
V
.4
O F F
.4
E L E
V
.2
O F F
.5
E L E
V
.0
O F F
.6
CUT AREA: 34.3 SF
CUT AREA: 77.8 SF
CUT AREA: 76.3 SF FILL AREA: 605.2 SF
FILL AREA: 493.0 SF
FILL AREA: 541.5 SF
FILL AREA: 585.3 SF
M24 48+55
M25 0+60
M25 5+60
M25 10+60
E L E
V
.3
CUT AREA: 13.8 SF
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
K
C-317
CROSS SECTIONS M24 48+55 TO M25 10+60
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
S S
E C
T
IO
N S S
H E
E T
O
F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.5
O F F
.1
E L E
V
.3
O F F
.3
E L E
V
.1
O F F
.2
E L E
V
.6
O F F
.9
E L E
V
.6
O F F
.9
E L E
V
.1
O F F
.9
E L E
V
.6
O F F
.9
E L E
V
.7
O F F
.6
E L E
V
.4
O F F
.8
E L E
V
.0
O F F
.8
E L E
V
.3
O F F
.2
E L E
V
.8
O F F
.9
E L E
V
.6
O F F
.5
E L E
V
.3
O F F
.6
E L E
V
.1
O F F
.6
FILL AREA: 628.4 SF
FILL AREA: 661.5 SF
FILL AREA: 589.5 SF
FILL AREA: 80.7 SFCUT AREA: 119.7 SF
CUT AREA: 101.4 SF
CUT AREA: 71.4 SF
CUT AREA: 63.0 SF
M25 15+60
M25 20+70
M25 25+60
M25 30+70
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
C-318
CROSS SECTIONS M25 15+60 TO M25 30+70
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
S S
E C
T
IO
N S S
H E
E T
O
F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.0
O F F
.8
O F F
.6
E L E
V
.3
O F F
.5
E L E
V
.0
O F F
.4
E L E
V
.5
O F F
.1
E L E
V
.7
O F F
.0
E L E
V
.3
O F F
.8
E L E
V
.9
O F F
.2
E L E
V
.8
O F F
.7
E L E
V
.6
O F F
.5
E L E
V
.5
O F F
.7
E L E
V
.6
O F F
.3
E L E
V
.2
O F F
.4
E L E
V
.5
O F F
.6
CUT AREA: 157.5 SF
CUT AREA: 147.5 SF
CUT AREA: 196.1 SF FILL AREA: 97.5 SF
FILL AREA: 692.9 SFCUT AREA: 69.1 SF
M25 35+60
M25 40+60
M25 45+60
M25 50+60
O F F
.5
E L E
V
.4
E L E
V
.4
FILL AREA: 114.9 SF
FILL AREA: 108.6 SF
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
C-319
CROSS SECTIONS M25 35+60 TO M25 50+60
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
S S
E C
T
IO
N S S
H E
E T
I F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.3
O F F
.4
E L E
V
.1
O F F
.8
E L E
V
.1
O F F
.4
E L E
V
.0
O F F
.8
E L E
V
.6
O F F
.8
E L E
V
.2
O F F
.4
E L E
V
.5
O F F
.7
E L E
V
.5
O F F
.9
E L E
V
.5
O F F
.9
E L E
V
.2
O F F
.2
E L E
V
.5
O F F
.3
E L E
V
.3
O F F
.4
E L E
V
.4
O F F
.1
E L E
V
.3
O F F
.1
E L E
V
.4
O F F
.9
E L E
V
.1
O F F
.5
E L E
V
.4
O F F
.7
CUT AREA: 78.2 SF FILL AREA: 543.2 SF
CUT AREA: 51.5 SF FILL AREA: 705.7 SF
CUT AREA: 89.6 SF
FILL AREA: 479.0 SF
FILL AREA: 601.4 SF
M26 2+55
M26 7+60
M26 9+95
M26 12+50
SEE SHEET C-502
RAMP 4
SEE SHEET C-502
(2) 46 LF 24" CMP
CUT AREA: 70 SF
W L
W L
W L
W L
C.R. 807
C.R. 807
C.R. 807
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
C-320
CROSS SECTIONS M26 2+55 TO M26 12+50
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
S S
E C
T
IO
N S S
H E
E T
O
F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.2
O F F
.3
E L E
V
.1
O F F
.7
E L E
V
.9
O F F
.9
E L E
V
.8
O F F
.5
E L E
V
.7
O F F
.3
E L E
V
.6
O F F
.2
E L E
V
.5
O F F
.7
E L E
V
.1
O F F
.1
E L E
V
.7
O F F
.4
E L E
V
.0
O F F
.7
E L E
V
.7
O F F
.5
E L E
V
.2
O F F
.8
E L E
V
.9
O F F
.0
E L E
V
.6
O F F
.7
E L E
V
.5
O F F
.2
FILL AREA: 59.5 SFCUT AREA: 84.8 SF
FILL AREA: 584.5 SFCUT AREA: 63.7 SF
CUT AREA: 61.0 SF FILL AREA: 695.3 SF
CUT AREA: 69.0 SF FILL AREA: 684.0 SF
M26 17+50
M26 22+50
M26 27+50
M26 32+50
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
C-321
CROSS SECTIONS M26 17+50 TO M26 32+50
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
S S
E C
T
IO
N S S
H E
E T
O
F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.0
O F F
.4
E L E
V
.0
O F F
.3
E L E
V
.2
O F F
.9
E L E
V
.2
O F F
.3
E L E
V
.5
O F F
.0
E L E
V
.5
O F F
.3
E L E
V
.2
O F F
.1
E L E
V
.8
O F F
.5
E L E
V
.4
O F F
.1
E L E
V
.1
O F F
.0
E L E
V
.8
O F F
.4
E L E
V
.4
O F F
.6
FILL AREA: 71.3 SFCUT AREA: 97.5 SF
CUT AREA: 110.1 SF FILL AREA: 77.0 SF
CUT AREA: 124.1 SF FILL AREA: 78.5 SF
FILL AREA: 62.4 SFCUT AREA: 126.9 SF
M26 37+50
M26 42+50
M26 47+50
M26 52+50
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
C-322
CROSS SECTIONS M26 37+50 TO M26 52+50
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
S S
E C
T
IO
N S S
H E
E T
O
F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.0
O F F
.7
E L E
V
.3
O F F
.9
E L E
V
.4
O F F
.5
E L E
V
.1
O F F
.8
E L E
V
.1
O F F
.6
E L E
V
.8
O F F
.1
E L E
V
.0
O F F
.9
E L E
V
.0
O F F
.9
E L E
V
.5
O F F
.5
E L E
V
.1
O F F
.0
E L E
V
.8
O F F
.1
E L E
V
.5
O F F
.3
E L E
V
.1
O F F
.7
CUT AREA: 130.6 SF
FILL AREA: 64.2 SFCUT AREA: 122.0 SF
CUT AREA: 120.8 SF FILL AREA: 77.0 SF
FILL AREA: 75.0 SF
CUT AREA: 109.4 SF
M27 4+50
M27 9+55
M27 14+55
M27 19+55
FILL AREA: 102.3 SF
W L
W L
W L
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
C-323
CROSS SECTIONS M27 4+50 TO M27 19+55
SCALE: 1" = 20'
R
TA
R ev is ed
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
S S
E C
T
IO
N S S
H E
E T
O
F
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 350-20-40-50
E L E
V
.3
O F F
.2
E L E
V
.5
O F F
.5
E L E
V
.2
O F F
.5
CUT AREA: 0 SF FILL AREA: 390.2 SF
M27 29+60
W L
A1 40'0 20'
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O
F
D
C A
L L
A H
A N P .E
J
G
IA
N N
IN
N I, P .E
J
K O
R N
E L
IU
S S
E N P .E
J
C-324
CROSS SECTION M27 29+60
SCALE: 1" = 20'
R
TA
R ev is ed
265 265
EXISTING GROUND
SEEPAGE BERM GRADE
RAMP GRADE
EXISTING GROUND
SEEPAGE BERM GRADE
RAMP GRADE
DITCH EXCV. GRADE
59 LF 30" DIA. CMP
RAMP CROWN
RAMP CROWN
RAMP TOE
RAMP TOE
BERM TIE-IN
BERM TIE-IN
BERM TOE
BERM TOE
BERM CROWN
BERM CROWN
DITCH TOP BANK
DITCH TOE
EXISTING LEVEE TOE
EXISTING LEVEE CROWN
EXISTING LEVEE CROWN
EXISTING LEVEE TOE
BE DEMOLISHED
STRUCTURES TO
REMOVE EXISTING CULVERT
INSTALL 59 LF 30" DIA. CMP CULVERT
EROSION CONTROL BERM EXISTING LEVEE TOE
TO BE REMOVED BY OTHERS
POWER POLES AND WIRES
LEVEE BASELINE
LEVEE BASELINE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
A
M P
S A
N D
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
O U
T
C L
A Y A
N D G
R E
E N
E C
O U
N T
IE
S
A R
K A
N S
A S
V O
L U
M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
280280
280280
0+00 1+00 2+00 3+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V
.8
P V I .6
E L E
V
.5
P V I .9
E L E
V
.6
P V
C
.4
E L E
V
.8
P V I .4
E L E
V
.7
P V
T
.4
+9.3 9%
+1.99%
L 20.00'
280280
280280
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V
.9
E L E
V
.1
P V I .2
E L E
V
.4
P V I .9
E L E
V
.0
P V I .4
E L E
V
.4
P V
C
.6
E L E
V
.4
P V I .6
E L E
V
.3
P V
T
.6
+5.11%
+1.74%
+0.87% +0.60%
L 20.00' P
V I .0
0+00
1+
2+
3+00
4+00
4+084+08
C-501
S
C A
L L
A H
A N P
G
J P
G
J
K O
R N
E L
IU
S S
E N P .E
A1
M P
S
20'0 10'60'0 30'
A6
LEVEE RAMP 1 (M17/24+00) - PLAN & PROFILE
HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10'
LEVEE RAMP 2 (M18/20+00) - PLAN & PROFILE
HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10'
20'0 10'60'0 30'
SHEET C-113.
2. INVERT ELEVATIONS INDICATED ON
BEDDING DETAILS ON SHEET C-503.
1. SEE TYPICAL SECTIONS AND PIPE
NOTES:
R
TA
R ev is ed
0 2
DO NOT DISTURB EXISTING CULVERTS
EXISTING DITCH
BERM TIE-IN
BERM TIE-IN
BERM CROWN
BERM CROWN
BERM TOE
BERM TOE
DITCH TOE
DITCH TOP BANK
DITCH TOP BANK
RAMP TOE
RAMP TOE
RAMP CROWN
RAMP CROWN
EXISTING LEVEE CROWN
EXISTING LEVEE TOE
EXISTING LEVEE TOE
EXISTING LEVEE CROWN
DITCH 3 CL
DITCH 6 CL
INSTALL (2) 46 LF 24" DIA. CMP
EROSION CONTROL BERM
LEVEE BASELINE
CHECK DAM
S O
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IT
A T
IO
N N
O
D E
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IG
N E
D B
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D E
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IP
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A
M A
R K
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IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
M P
S A
N D
A N
S
/2
B E
L O
W H
W Y C
H A
N N
E L C
L E
A N
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C L
A Y A
N D G
R E
E N
E C
O U
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IE
S
A R
K A
N S
A S
V O
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M E I I:
B
E L
O W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
275275
275275
0+00 1+00 2+00 3+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V
.4
P V
C
.4
E L E
V
.8
P V I .4
E L E
V
.9
P V
T
.4
5 E L E
V
.8
P V
C
.2
E L E
V
.0
P V I .2
E L E
V
.4
P V
T
.2
+1.15%
L 20.00'
L 30.00'
EXISTING GROUND
SEEPAGE BERM GRADE
RAMP GRADE
265265
265265
0+00 1+00 2+00 3+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V
.3
P V I .5
E L E
V
.3
P V I .7
E L E
V
.6
P V I .8
E L E
V
.6
P V I .0
E L E
V
.2
P V
C
.2
E L E
V
.4
P V I .2
E L E
V
.7
P V
T
.2
+3.78%
+1.87%
+1.73% +1.34%
L 20.00'
EXISTING GROUND
SEEPAGE BERM GRADE
RAMP GRADE
DITCH EXCV. GRADE
(2) 46 LF 24" DIA. CMP
0+
1+0
2+00
2+922+92
C-502
S
C A
L L
A H
A N P
G
J P
G
J
K O
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E L
IU
S S
E N P
M P
S
A1 A7
LEVEE RAMP 3 (M19/46+00) - PLAN & PROFILE
HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10'
LEVEE RAMP 4 (M26/10+50) - PLAN & PROFILE
HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10'
A R H
W Y
C.
R.
60'0 30' 20'0 10' 60'0 30' 20'0 10'
LOCAL REQUIREMENTS.
SHALL CONFIRM TO ALL APPLICABLE ARDOT AND
2. TRAFFIC CONTROL ON STATE AND COUNTY ROUTES
DETAILS ON SHEET C-503.
1. SEE TYPICAL SECTIONS AND PIPE BEDDING
NOTES:
R
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1'
1' TYP.
1' TYP.
4'
15"
EXISTING GROUND
BERM DESIGN GRADE
RAMP GRADE
14'
14'
SCARIFY TOP 12" OF LEVEE RAMP
REMOVE EXISTING AGGREGATE AND
RAMP GRADE
EXISTING LEVEE RAMP
BERM DESIGN GRADE
EXISTING GRADE
DETAIL E1 ON SHEET C-300
BENCH INTO LEVEE PER
RAMP GRADE
3H:1V TYP.
6" AGGREGATE SURFACE COURSE
S O
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D B
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D A
T E
C O
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R A
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O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
M P D
E T
A
IL
S A
N S
/2
B E
L O
W H
W Y C
H A
N N
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A N
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C L
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N D G
R E
E N
E C
O U
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A R
K A
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A S
V O
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M E I I:
B
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P A
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DITCH DESIGN GRADE
LOOSE FILL UNDER PIPE6' UPSTREAM
8' DOWNSTREAM
DITCH DESIGN GRADE
LOOSE FILL UNDER PIPE
HAUNCH ZONE HAUNCH ZONE
BACKFILL BACKFILL
BEDDING ZONEBEDDING ZONE
59 LF 30" DIA. CMP (2) 46 LF 24" DIA. CMP
NOTES:
1. PLACE COMPACTED RANDOM FILL IN HAUNCH ZONE.
HAND COMPACT WITH MAX. 4" LIFTS UP TO SPRINGLINE.
2. PLACE SEMI-COMPACTED RANDOM BACKFILL ABOVE THE
HAUNCH ZONE UP TO GRADES INDICATED IN PROFILE ON
SHEETS C-501 AND C-502.
3. EXCAVATE AND RE-COMPACT SOIL IN BEDDING ZONE. IF
IN SITU SOIL IS UNSUITABLE, BEDDING STONE MAY BE
USED WITH APPROVAL BY THE CONTRACTING
OFFICER. IF APPROVED FOR USE, BEDDING STONE SHALL
BE GRADED AS DESCRIBED IN 35 31 19.00 11 STONE
PROTECTION, AND MEASURED AND PAID AS "COURSE
AGGREGATE, SIZE #57".
9" #1 STONE
6" #57 STONE
IN SITU SOIL
AND RECOMPACT
OVEREXCAVATE #57 STONE
GEOTEXTILE UNDER
MATCH ADJACENT
TOP BANK EL
RAMP GRADE
SURFACE COURSE
6" AGGREGATE
CMP CULVERT
GRADE 3H:1V TYP.
RAMP EMBANKMENT
NOTES:
1. DETAIL IS TYPICAL, BOTH SIDES.
2. RAMP EMBANKMENT SHALL BE SEMI-COMPACTED
RANDOM FILL ABOVE HAUNCH ZONE.
3. WRAP INVERTED FILTER AROUND CULVERT AS
SHOWN. DO NOT EXCAVATE INTO RAMP EMBANKMENT.
REDUCE STONE THICKNESS AROUND PIPE SO AS NOT TO
BLOCK DITCH FLOW.
9"
N.T.S.
F2
RAMP SECTION OVER BERM
12"
F5
RAMP SECTION AT LEVEE
12"
F8
RAMP TIE-IN
C3
A4
CULVERT PIPE BACKFILL - PROFILE
6" AGGREGATE SURFACE COURSE
6" AGGREGATE SURFACE COURSE
CULVERT PIPE BACKFILL (M18 17+90) - SECTION
C3
CULVERT PIPE BACKFILL (M26 9+82) - SECTION
R A
M P D
E T
A
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C-503
S
C A
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SEEPAGE BERM
DITCH
BERM
CONTROL
EROSION
5' TYP.VARIES
R90 RIPRAP R90 RIPRAP
V-TYPE DITCH TYPE DITCH
FLAT BOTTOM
TOP BANK TOP BANK
NATURAL GROUND
2' 2'
GROUND LINE
OF FABRIC
10" BURIED END
END OF FABRIC
APPROVED EQUAL
WOODEN POST OR
FABRIC
OVERLAPPING
END OF
FABRIC
FILTER
EARTH BACKFILL
34" MAX.
16" MIN.
GROUND SURFACE
DRIVE POST 18" BELOW
EQUAL - 5' MIN. LENGTH.
WOODEN POST OR APPROVED
200' (TYP.)
S O
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B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
B E
L O
W P
IG
G O
T T S
E E
P A
G E R
E M
E D
IA
T
IO
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M E
M P
H
IS
D
IS
T R
IC
T
M E
M P
H
IS
T
E N
N E
S S
E E
®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
IS
S
U E D
A T
O S
IO
N C
O N
T R
O L D
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A
IL
S A
N S
/2
B E
L O
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H A
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N D G
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V O
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M E I I:
B
E L
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P A
G E R
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N
ORIGINAL GRADE
FILTER MATERIAL 2" CRUSHED AGGREGATE
12" MINIMUM
12' MINIMUM
A
D W
A Y
E X
IS
T
IN
G P
A V
MATCH EXISTING GRADE
20' RADIUS
GREATER
VEHICLE TIRE, WHICHEVER IS
THE LARGEST CONSTRUCTION
THE CIRCUMFERENCE OF
'50' MINIMUM, OR 4 TIMES
E1
NOT TO SCALE
C1
NOT TO SCALE
A1
NOT TO SCALE
C1
C1
CO
NS
TR
UC
TIO
N
LIM
ITS
1' MIN.
M
IN
W
R K L
IM
IT
S
CO
NS
TR
UC
TIO
N
LIM
ITS
CO
NS
TR
UC
TIO
N
LIM
ITS
D
IT
C H
N.T.S.
N.T.S.
EROSION CONTROL BERM - SECTION
N.T.S.
CO
NS
TR
UC
TIO
N
LIM
ITS
E R
O S
IO
N C
O N
T R
O L B
E R
M
SECTION C5
C-504
O S
IO
N C
O N
T R
O L D
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A
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BA
B
SECTION A-A SECTION B-B
DITCH
FLAT BOTTOM
A
SECURED AT A SUPPORT POST.
6" MINIMUM OVERLAP AND BE
SPLICED JOINTS SHALL BE A
NOTE: RUNOFF
RUNOFF
6" 4"
6' MAX.
C5
B5
A5
F5
SILT FENCE DETAIL
NOT TO SCALE
ROCK CHECK DAM DETAIL
CONSTRUCTION ENTRANCE/EXIT - SECTION
CONSTRUCTION ENTRANCE/EXIT - PLAN VIEW
EROSION CONTROL BERM - PLAN VIEW
EROSION CONTROL BERM DETAIL
9. CONSTRUCTION ENTRANCE/EXIT TO BE USED TO ACCESS PROJECT FROM AR. HWY. 90.
8. FIELD ADJUSTMENTS ALLOWED AS NECESSARY TO ENSURE PROPER PLACEMENT AND FUNCTION.
TO FINAL ACCEPTANCE.
7. REMOVE ALL EROSION CONTROL FEATURES UPON CONSTRUCTION COMPLETION AND PRIOR
ON THE BID SHEET.
6. ESTIMATED QUANTITY OF EROSION CONTROL BERM, SILT FENCE, AND CHECK DAMS ARE INDICATED
5. INSTALL CHECK DAMS IN CONSTRUCTED DITCHES 200 LF ON CENTER AND AS INDICATED IN PLAN.
AT HWY 90 FROM M20 STA 13+50 TO 17+50.
4. INSTALL SILT FENCE AS INDICATED ON DITCH SLOPES, AT EXISTING BARN NEAR M18 14+00, AND
IN PLACE OF EROSION CONTROL BERM SHALL BE PAID AS EROSION CONTROL BERM.
3. SILT FENCE MAY BE SUBSTITUTED FOR EROSION CONTROL BERM; HOWEVER, SILT FENCE USED
GROUND IN ORDER TO MINIMIZE DAMAGE OR REMOVAL BY WIND OR WATER.
2. CONTRACTOR MAY USE A ROLLER TO PRESS STRAW OR MULCH INTO THE EXISTING
LONGER THAN 21 DAYS.
14 DAYS OF EITHER CONSTRUCTION ACTIVITY COMPLETION OR A TEMPORARY CEASE
DENUDED OF VEGETATION DUE TO CONSTRUCTION ACTIVITIES AS SPECIFIED WITHIN
1. MULCH OR SEEDING (TEMPORARY OR PERMANENT) WILL BE APPLIED TO ALL EARTH
NOTES:
REQUIRED TO MEET SWPPP REQUIREMENTS.
WHERE SPECIFICALLY INDICATED, AND WHERE
DITCHES NO MORE THAN 1,000' APART,
NOTE: PLACE CHECK DAMS IN CONSTRUCTED
D S
C A
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File details come from the government source that posted it. Updated .