A22.DRAWINGS_5_draw_C-325_to_L-601.pdf
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Drawings C-325 to L-601
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ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
E
D W
N B
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C K
D B
Y
D E
S
IG
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D B
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D E
S C
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IP
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2 3
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4 5
A
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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0 25 50 75 100-25-50-75-100
0+00 555
0 25 50 75 100-25-50-75-100
0+25 555
0 25 50 75 100-25-50-75-100
0+50 555
0 25 50 75 100-25-50-75-100
0+75 555
0 25 50 75 100-25-50-75-100
1+00 555
0 25 50 75 100-25-50-75-100
1+25 555
0 25 50 75 100-25-50-75-100
1+50 555
0 25 50 75 100-25-50-75-100
1+75 555
0 25 50 75 100-25-50-75-100
2+00 555
0 25 50 75 100-25-50-75-100
2+25 555
0 25 50 75 100-25-50-75-100
2+50 555
0 25 50 75 100-25-50-75-100
2+75 555
0 25 50 75 100-25-50-75-100
3+00 555
0 25 50 75 100-25-50-75-100
3+25 555
0 25 50 75 100-25-50-75-100
3+50 555
0 25 50 75 100-25-50-75-100
3+75 555
0 25 50 75 100-25-50-75-100
4+00 555
0 25 50 75 100-25-50-75-100
4+25 555
0 25 50 75 100-25-50-75-100
4+48 555
0SCALE : 1"=30'-0" 30' 60'
30'
A1
CROSS SECTIONS BLUE BELL TO SAND BURR CONNECTION
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
:3
P
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B E
D D
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R O
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
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IS
T R
IC
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U .S
A R
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C R
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S S
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IO
N S
B E
A V
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L A
N D C
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P L E
X
P
C -3 x x x .d g n
E L S
K N
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A S S
H O
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M J T
B L
U E B
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A N
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C T
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C-325
W E
K
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C L
IN
T O
N C
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IA
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A V
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L A
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2 3
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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E
0+00-
0+50-
1+00-
1+50-
2+00-
2+50-
3+00-
3+50-
4+00-
4+50-
5+00-
5+50-
6+00-
6+50-
7+00-
7+50-
8+00-
8+50-
8+76-
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0 25 50 75 100-25-50-75-100
0SCALE : 1"=30'-0" 30' 60'
A1
CROSS SECTIONS STEWART LAKE
60'
EL 563.2
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:1
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C K I S
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C R
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B E
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P L
C -3 x x x .d g n
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M
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A R
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A K
C-326
E
K
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C L
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IA
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2 3
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D A
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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E
0 25 50 75 100-25-50-75-100-125-150-175-200
0+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
1+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
2+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
3+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
4+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
5+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
6+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
7+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
8+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
9+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
10+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
11+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
12+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
13+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
14+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
15+00 565
0SCALE : 1"=30'-0" 30' 60'
1 6
A1
CROSS SECTIONS LOWER CUT NORTH TOPOGRAPHIC DIVERSITY
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
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P
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C K I S
L A
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IS
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IS
T R
IC
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U .S
A R
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N G
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/0
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L O
W E
R C
U T N
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T H
C R
O S
S S
E C
T
IO
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B E
A V
E R I S
L A
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P L
C -3 x x x .d g n
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C-327
E
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IA
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L A
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MAX EL 579.8
S O
L
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A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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S
IG
N E
D B
Y
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IP
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IO
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2 3
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B
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IT
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C A
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P L
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E
C O
N T
R A
C T N
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D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
0 25 50 75 100-25-50-75-100-125-150-175-200
16+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
17+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
18+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
19+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200
19+07 565
0SCALE : 1"=30'-0" 30' 60'
A1
CROSS SECTIONS LOWER CUT NORTH TOPOGRAPHIC DIVERSITY
MAX EL 579.8
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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P
C -3 x x x .d g n
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P
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/5 /2
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
N D D
IS
T R
IC
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U .S
A R
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L O
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T H
C R
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S S
E C
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IO
N S
B E
A V
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L A
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P L
C -3 x x x .d g n
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K
S
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W N
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A P
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D
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IT
C-328
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K
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C L
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IA
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P I
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N N
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2 3
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P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
0+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
1+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
2+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
3+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
4+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
5+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
6+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
7+00 565
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS LOWER CUT SOUTH TOPOGRAPHIC DIVERSITY
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
\E
P
C -3 x x x .d g n
:5
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P
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B E
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/5 /2
C K I S
L A
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IL
L
IN
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IS
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C K I S
L A
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IS
T R
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L O
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T H
C R
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B E
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C-329
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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E
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
8+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
9+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
10+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
11+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
12+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
13+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
14+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
15+00 565
0SCALE : 1"=30'-0" 30' 60'
A1
CROSS SECTIONS LOWER CUT SOUTH TOPOGRAPHIC DIVERSITY
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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C -3 x x x .d g n
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C K I S
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IS
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C K I S
L A
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C-330
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P R
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C T C
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0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
16+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
17+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
18+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
19+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
20+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
21+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
22+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
23+00 565
0SCALE : 1"=30'-0" 30' 60'
A1
CROSS SECTIONS LOWER CUT SOUTH TOPOGRAPHIC DIVERSITY
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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C -3 x x x .d g n
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C K I S
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B E
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C-331
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0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
24+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
25+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
26+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
27+00 565
0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100
27+88 565
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS LOWER CUT SOUTH TOPOGRAPHIC DIVERSITY
6H:1V
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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P
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T
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B E
A V
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L A
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C -3 x x x .d g n
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K
S
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T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
0+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
1+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
2+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
3+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
4+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
5+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
6+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
7+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
8+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
9+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
10+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
11+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
12+00 565
0 25 50 75 100 125 150 175 200 225 250 275-25-50-75-100
12+15 565
0SCALE : 1"=30'-0" 30' 60'
A1
CROSS SECTIONS SAND BURR TOPOGRAPHIC DIVERSITY
A N
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A
M
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
E
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
0+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
1+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
2+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
3+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
4+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
5+00 565
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS BLUE BELL WEST TOPOGRAPHIC DIVERSITY
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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P
C -3 x x x .d g n
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P
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C K I S
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C R
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IO
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B E
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L A
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C -3 x x x .d g n
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2 3
C
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A
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D A
T E
A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
6+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
7+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
8+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
9+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325-350
9+43 565
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS BLUE BELL WEST TOPOGRAPHIC DIVERSITY
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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P
C -3 x x x .d g n
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P
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C K I S
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IL
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C-335
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O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
0+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
1+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
2+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
3+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
4+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
5+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
6+00 560
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS BLUE BELL EAST TOPOGRAPHIC DIVERSITY
MAX EL 579.8
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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P
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C K I S
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
7+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
8+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
9+00 560
-25-50-75-100
-25-50-75-100
-25-50-75-100
-25-50-75-100
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
11+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
12+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
10+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
13+00 560
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS BLUE BELL EAST TOPOGRAPHIC DIVERSITY
A N
S I
D p w \M
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
-25-50-75-100
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
15+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
16+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
17+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
18+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
19+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
20+00
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
14+00 560
555 555
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS BLUE BELL EAST TOPOGRAPHIC DIVERSITY
A N
S I
D c p w w o rk in g \m v r\ b e d d e jj \d
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US Army Corps of Engineers
US Army Corps
P R
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0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
21+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
22+00 560
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400-25-50-75-100
22+41 560
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS BLUE BELL EAST TOPOGRAPHIC DIVERSITY
1 6
MAX EL 579.8
A N
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D c p w w o rk in g \m v r\ b e d d e jj \d
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
0+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
0+50 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
1+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
1+50 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
2+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
2+50 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
3+00 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
3+50 565
0 25 50 75 100-25-50-75-100-125-150-175-200-225-250-275-300-325
3+97 565
0SCALE : 1"=30'-0" 30' 60'A1
CROSS SECTIONS STEWART LAKE TOPOGRAPHIC DIVERSITY
1 6
A N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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A1 SCALE: NO SCALE
GENERAL SHEET NOTES
MEETING FINAL SHAPING DESIGN.
WHICH COULD LEAD TO MATERIAL LOSS OR DIFFICULTIES
ENSURE PLACEMENT AREAS ARE NOT LEFT IN A CONDITION
BEEN PLACED. INTERIM SHAPING IS RECOMMENDED TO
OCCUR AFTER ALL DREDGED/EXCAVATED MATERIAL HAS
6. FINAL SHAPING AT THE TOPOGRAPHIC DIVERSITY SITE WILL
EXCAVATION/DREDGE CUT BID ITEMS.
5. PLACEMENT COSTS ARE INCIDENTAL TO THE
OPTION A.
FROM EXCAVATED DREDGE CUTS IN THE BASE BID AND
TOPOGRAPHIC DIVERSITY SITES CAN RECEIVE MATERIAL
4. LOWER CUT NORTH, LOWER CUT SOUTH, AND BLUE BELL EAST
DREDGE CUT AS APPROVED BY THE CONTRACTING OFFICER.
SHALL BE PLACE ON THE SLOPES FURTHEST FROM THE
ALL SITES ARE FILLED TO CAPACITY, ADDITIONAL MATERIAL
EMBANKMENT BERMS AT THE CONTRACTORS EXPENSE. IF
REQUIRE TRANSPORTING MATERIAL BETWEEN MULTUPLE
EMBANKMENT BERMS TO BE AT ELEVATION 579.8. THIS WILL
3. AT LEAST 75% OF THE FINAL TOP ELEVATION OVER ALL
SECTION.
AND PAYMENT, AND SURVEYS FOR VERIFICATION OF DESIGN
LAYOUT SURVEYS, QUANTITY SURVEYS FOR MEASUREMENT
AS REQUIRED IN SPECIFICATION 02 21 00, INCLUDING
2. CONTRACTOR TO COMPLY AND COMPLETE ALL SURVEYS
ESTIMATED CUT AND FILL QUANTITIES ARE SHOWN. 1.
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®of Engineers
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US Army Corps
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PLAN
NORTH
0SCALE : 1"=300'-0" 300' 600'A1
PLAN SEEDING
GENERAL SHEET NOTES
RM 513
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UNDERSTORY SEED MIX PROVIDED ON SHEET L-601.
FOLLOW SPECIFICATION SECTION 32 92 19 AND USE THE
4. FINAL SEEDING WILL OCCUR FOLLOWING SHAPING AND WILL
3. REFER TO SHEET C-307 FOR FINAL SHAPING REQUIREMENTS.
REFER TO SPECIFICATIONS SECTION 32 92 19.
IF SHAPING AND PERMANENT SEEDING IS NOT COMPLETED.
OF EACH CONSTRUCTION SEASON TO STABILIZE THE BANKS
2. TEMPORARY SEEDING IS REQUIRED AT THE CONCLUSION
ARE PROVIDED IN THE SPECIFICATIONS SECTION 32 92 19.
1. QUALIFICATIONS FOR THE SEED SOURCES AND INSTALLERS
DO NOT CLEAR
BAT ROOST TREE
NO WORK
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(OPTION A)
TOPOGRAPHIC DIVERSITY SITE
FINAL SEEDING BLUE BELL EAST
(BASE BID)
TOPOGRAPHIC DIVERSITY SITE
FINAL SEEDING BLUE BELL WEST
(BASE BID)
TOPOGRAPHIC DIVERSITY SITE
FINAL SEEDING STEWART LAKE
(OPTION B)
TOPOGRAPHIC DIVERSITY SITE
FINAL SEEDING LOWER CUT NORTH
(OPTION B)
TOPOGRAPHIC DIVERSITY SITE
FINAL SEEDING LOWER CUT SOUTH
(OPTION A)
TOPOGRAPHIC DIVERSITY SITE
FINAL SEEDING SAND BURR
NO WORK OR EQUIPMENT STAGING
NO WORK OR EQUIPMENT STAGING
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®of Engineers
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0SCALE : 1"=15'-0" 15' 30'
GENERAL SHEET NOTES
EL VARIES EXISTING GROUND
SEEDING LIMITS (VARIES)
L-601.
USE THE UNDERSTORY SEED MIX PROVIDED ON SHEET
WILL FOLLOW SPECIFICATION SECTION 32 92 19 AND
4. FINAL SEEDING WILL OCCUR FOLLOWING SHAPING AND
REQUIREMENTS.
3. REFER TO SHEET C-307 FOR FINAL SHAPING
SPECIFICATIONS SECTION 32 92 19.
SEEDING IS NOT COMPLETED. REFER TO
STABILIZE THE BANKS IF SHAPING AND PERMANENT
CONCLUSION OF EACH CONSTRUCTION SEASON TO
2. TEMPORARY SEEDING IS REQUIRED AT THE
SECTION 32 92 19.
INSTALLERS ARE PROVIDED IN THE SPECIFICATIONS
1. QUALIFICATIONS FOR THE SEED SOURCES AND
0SCALE : 1"=15'-0" 15' 30'
DESIGN GRADE
EL VARIES
SEEDING LIMITS (VARIES)
EXISTING GROUND
DESIGN GRADE
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A1
TYPICAL SECTION SEEDING AND PLANTING WITH EXCAVATION/DREDGE CUT ON BOTH SIDES
/0
/0
C L
IN
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TOE OF SHAPED TOPOGRAPHIC DIVERSITY SITE
TOE OF SHAPED TOPOGRAPHIC DIVERSITY SITE
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A1
SCHEDULE TUBER/RHIZOME, BUFFER PLANTING, UNDERSTORY SEED
SCALE : NO SCALE
GENERAL SHEET NOTES
(UNDERSTORY SEED MIX).
2. REFER TO TABLE ON THIS SHEET FOR THE FINAL SEED MIX
TEMPORARY SEED MIX REQUIREMENTS.
REFER TO SPECIFICATIONS SECTION 32 92 19 FOR 1.
A N
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C L
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