A02DrawingsPart2_Part2.pdf
PDF 10 MB Posted
- Attached to
- Clarence Cannon SetbacK Federal contract opportunity
- Solicitation number
- W912P9-19-B-0001
About this file
Drawings Part 2-2
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01._BID_SUMMARY_SHEET..pdf | ||
| MEMP15DrawingsAdment02_Part3.pdf | ||
| MEMP15DrawingsAdment02_Part2.pdf | ||
| MEMP15DrawingsAdment02_Part1.pdf | ||
| 2amspecs.pdf | ||
| CCNWRSetbackQuestions.pdf | ||
| A22W912P919B0001Amendment02.pdf | ||
| ContractorSignInSheet.pdf | ||
| CCNWRConstructionStatusJune2019Opt.pdf | ||
| A24Amendment01.pdf | ||
| CCNWRLiDAROpt.pdf | ||
| A02DrawingsPart1_Part1.pdf | ||
| A02DrawingsPart3.pdf | ||
| A02DrawingsPart2_Part1.pdf | ||
| A02DrawingsPart1_Part2.pdf | ||
| A02CCNWRBermSetbackAdvspecs.pdf | ||
| A22W912P919B0001.pdf |
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S O
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IT
A T
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N N
O
D E
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D B
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D E
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N
A
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S
IZ
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S U
B M
IT
T E
D B
Y
D A
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C O
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C H
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D R
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B
C
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .9
E L
.3
V P I .9
E L
.0
V P I .9
E L
.0
-2.00% 0.00%
450450
450450
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .3
E L
.0
V P I .3
E L
.5
V P I .3
E L
.5
0.00% -5.00%
0.00%
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .6
E L
.6
V P I .6
E L
.0
-2.00% 0.00%
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg
2019/06/07
J
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L S P .E
A
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D
F
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U M
B E
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M E
A N
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T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
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A B
IL
IT
A T
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N E
N H
A N
C E
M E
N T
C L
A R
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C E C
A N
N O
N N
A T
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N A
L W
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D
L
IF
E R
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U G
E
S T L
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IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
10' 20'0
VERTICAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
M
H A
N K
S P
E
C-210
B
D
IR
K S P
E
C1 SCALE: 1" = 100' 100' 200'0
10' 20'0
10' 20'0
N
R A
M O
S E
IT
A1 SCALE: 1" = 100' 100' 200'0
E1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 12 PROFILE
MEANDER RESTORATION 13 PROFILE
MEANDER RESTORATION 14 PROFILE
M E
A N
D E
R R
E S
T O
R A
T
IO
N S
A
N D
P
R O
F
IL
E S
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 12 BOTTOM ELEVATION
MEANDER RESTORATION 13 BOTTOM ELEVATION
MEANDER RESTORATION 14 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORATION 12
TIE INTO MEANDER
GRAVITY DRAIN ENTRANCE CHANNEL
STOP MEANDER CONSTRUCTION AT
CONSTRUCTION COMPLETE
BUILT BY OTHERS.
DRAINAGE STRUCTURE C2 TO
A1
C-503
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
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C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .5
E L
.0
0.00%
450450
450450
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .3
E L
.5
V P I .3
E L
.0
V P I .1
E L
.0
V P I .1
E L
.5
V P I .1
E L
.5
0.00% -2.00% 0.00%
-2.00%
0.00%
450450
450450
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .4
E L
.3
V P I .4
E L
.0
V P I .5
E L
.0
V P I .5
E L
.5
-2.00% 0.00% -2.00%
0.00%
TIE INTO MEANDER RESTORATION 12
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
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R A
D E
S
C
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N N
E L
H A
B
IT
A T R
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A B
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IT
A T
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N E
N H
A N
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M E
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C L
A R
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C E C
A N
N O
N N
A T
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D
L
IF
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S
P U
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T
S T L
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D
IS
T R
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VERTICAL SCALE: 1" = 10'
10' 20'0
VERTICAL SCALE: 1" = 10'
M
H A
N K
S P
E
C-211
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N S
A
N D
P
R O
F
IL
E S
10' 20'0
N
R A
M O
S E
IT
A1 SCALE: 1" = 100' 100' 200'0
C1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 14 PROFILE
MEANDER RESTORATION 15 PROFILES
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 14 BOTTOM ELEVATION
MEANDER RESTORATION 15 BOTTOM ELEVATION
MEANDER RESTORATION 15 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
GRAVITY DRAIN ENTRANCE CHANNEL
STOP MEANDER CONSTRUCTION AT
CONSTRUCTION COMPLETE
BUILT BY OTHERS.
DRAINAGE STRUCTURE BP2
A1
C-503
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
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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
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C H
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K E
D B
Y
D R
A W
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Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .4
E L
.4
V P I .9
E L
.0
V P I .0
E L
.0
V P I .0
E L
.5
-2.00% 0.00% -2.00%
0.00%
450450
450450
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .5
E L
.5
0.00%
450450
450450
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .8
E L
.7
V P I .8
E L
.0
V P I .2
E L
.0
-2.00%
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
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A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
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IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
M
H A
N K
S P
E
C-212
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N S
A
N D
P
R O
F
IL
E S
10' 20'0
10' 20'0
N
R A
M O
S E
IT
A1 SCALE: 1" = 100' 100' 200'0
E1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 16 PROFILES
MEANDER RESTORATION 17 PROFILE
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 16 BOTTOM ELEVATION
MEANDER RESTORATION 16 BOTTOM ELEVATION
MEANDER RESTORATION 17 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORATION 16
TIE INTO MEANDER
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORATION 15
TIE INTO MEADER
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
450450
450450
30+00 31+00 32+00 33+00 34+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .9
E L
.6
V P I .0
E L
.0
-2.00% -0.00%
V P I .1
E L
.0
V P I .1
E L
.7
0.00% -2.00%
V P I .0
E L
.0
V P I .0
E L
.0
-2.00%
-0.00%
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
M
H A
N K
S P
E
C-213
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N S
A
N D
P
R O
F
IL
E S
10' 20'0
10' 20'0
N
R A
M O
S E
IT
A1 SCALE: 1" = 100' 100' 200'0
E1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 18 PROFILES
MEANDER RESTORATION 19 PROFILE
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 18 BOTTOM ELEVATION
BOTTOM ELEVATION
MEANDER RESTORATION 18
MEANDER RESTORATION 19 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
DRAINAGE AREA
TIE INTO EXISTING STRUCTURE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
450450
450450
67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
460460
460460
95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
-0.00%
-0.00%
V P I .9
E L
.0
-0.00%
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
10' 20'0
A1 SCALE: 1" = 100' 100' 200'0
M
H A
N K
S P
E
C-214
B
D
IR
K S P
E
N
R A
M O
S E
IT
M E
A N
D E
R R
E S
T O
R A
T
IO
N
P
R O
F
IL
E S
MEANDER RESTORATION 19 PROFILES
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 19 BOTTOM ELEVATION
MEANDER RESTORATION 19 BOTTOM ELEVATION
MEANDER RESTORATION 19 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE DESIGN SURFACE
LEVEE DEGRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
TERMINATES AT RIVER BANK
MEANDER RESTORATION
AT TIME OF LIDAR DATA COLLECTION
EXISTING GRADE SHOWN IS WATER SURFACE
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
450450
450450
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
460460
460460
67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .0
E L
.0
0.00%
0.00%
V P I .4
E L
.0
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
10' 20'0
A1 SCALE: 1" = 100' 100' 200'0
M
H A
N K
S P
E
C-215
B
D
IR
K S P
E
N
R A
M O
S E
IT
MEANDER RESTORATION 20 PROFILES
M E
A N
D E
R R
E S
T O
R A
T
IO
N
P
R O
F
IL
E S
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 20 BOTTOM ELEVATION
MEANDER RESTORATION 20 BOTTOM ELEVATION
TERMINATES AT RIVER BANK
MEANDER RESTORATION
AT TIME OF LIDAR DATA COLLECTION
EXISTING GRADE SHOWN IS WATER SURFACE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORAION 19
TIES INTO MEANDER
DESIGN GRADE
BERM DEGRADE
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .8
E L
.4
V P I .5
E L
.0
V P I .8
E L
.0
V P I .3
E L
.7
V P I .6
E L
.7
-2.00% 0.00%
0.00% -2.00%
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
10' 20'0
M
H A
N K
S P
E
C-216
N
R A
M O
S E
IT
B
D
IR
K S P
E
C1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 22 PROFILE
W P -1
-B -0
M -E
M P -1
J
M
IL
L S P .E
AS ADVERTISED
M E
A N
D E
R R
E S
T O
R A
T
IO
N
P
R O
F
IL
E S
C E
N T
E R
L
IN
E S
T A
T
IO
N S
J U
N E
MEANDER RESTORATION 22 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORATION 10
TIES INTO MEANDER
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1V:4H
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT
1V:4H
BERM CROWN ELEVATION VARIES (SEE PROFILE)
RIVER SIDE
EXISTING (SURVEY) GRADE
BERM
CENTERLINE
BERM CROWN - 10 '
BERM TOE
NON RIVER SIDE
STABILITY BERM TOP ELEVATION - EL 445.40
STABILITY BERM - 20'
STABILITY BERM END
ELEVATION - EL 445.00
GEOTEXTILE
12" CRUSHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
STABILITY BERM TOE
1V:50H
1V:50H 1V:2H
SPREAD SUITABLE STRIPPED MATERIAL EVENLY AS TOPSOIL OVER EMBANKMENT MATERIAL
STRIPPING REQUIRED.
STRIPPING REQUIRED.SPREAD SUITABLE STRIPPED MATERIAL EVENLY AS TOPSOIL OVER EMBANKMENT MATERIAL
STRIPPING REQUIRED.
1V:4H
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT
1V:4H
1V:50H
BERM CROWN ELEVATION VARIES (SEE PROFILE)
RIVER SIDE
EXISTING (SURVEY) GRADE
BERM
CENTERLINE
BERM CROWN - 10 '
NON RIVER SIDE
STABILITY BERM - 20'
STABILITY BERM END
ELEVATION - EL 445.00
STABILITY BERM TOE
BERM TOE
STABILITY BERM TOP ELEVATION - EL 445.40
GEOTEXTILE
12" CRUSHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
10'
EMBANKMENT
BERM
SPREAD SUITABLE STRIPPED MATERIAL EVENLY AS TOPSOIL OVER EMBANKMENT MATERIAL
STRIPPING REQUIRED.
STRIPPING REQUIRED.SPREAD SUITABLE STRIPPED MATERIAL EVENLY AS TOPSOIL OVER EMBANKMENT MATERIAL
STRIPPING REQUIRED.
1V:3H
1V:2H
M
IL
L S P
S
E N
U M
B E
R
M
H A
N K
S P
E
C-301
B
D
IR
K S P
E
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
A1
BERM SETBACK TYPICAL SECTION 1
SCALE: 1" = 5' 0 5' 10'
D1
BERM SETBACK TYPICAL SECTION 2
SCALE: 1" = 5' 0 5' 10'
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K T
Y P
IC
A L S
E C
T
IO
N S
AS ADVERTISED
NOTE: STATION 19+70.40 TO 96+20.71, 102+91.05 TO 103+33.48, 123+08.34 TO 124+06.34, 151+41.39 TO 151+85.58
NOTE: STATION 96+20.71 TO 102.41.05, 103+83.48 TO 122+57.10, 124+56.34 TO 150+91.39, 152+35.58 TO 158+30.20
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1V:4H
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT
1V:4H
RIVER SIDE
EXISTING (SURVEY) GRADE
BERM
CENTERLINE
BERM CROWN - 25.33 '
BERM TOE
NON RIVER SIDE
STABILITY BERM TOP ELEVATION - EL 445.40
STABILITY BERM - 20'
STABILITY BERM END
ELEVATION - EL 445.00
STABILITY BERM TOE
1V:50H
17.83'7.5'
BERM CROWN ELEVATION VARIES
(SEE PROFILE)
1V:2H 1V :2H
SEEDING REQUIRED.
SPREAD SUITABLE STRIPPED MATERIAL EVENLY AS TOPSOIL OVER EMBANKMENT MATERIAL
STRIPPING REQUIRED.
STRIPPING REQUIRED.SEEDING REQUIRED.
SPREAD SUITABLE STRIPPED MATERIAL EVENLY AS TOPSOIL OVER EMBANKMENT MATERIAL.
STRIPPING REQUIRED.
GEOTEXTILE
12" CRUSHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
A1
BERM SETBACK TYPICAL SECTION 3
SCALE: 1" = 5' 0 5' 10'
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
NOTE: STATION 10+00 TO 18+70.40
M
H A
N K
S P
E
C-302
B
D
IR
K S P
E
B
D
IR
K S P
E
B E
R M S
E T
B A
C K T
Y P
IC
A L S
E C
T
IO
N
J
M
IL
L S P .E
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
EXISTING GRADE
DEGRADE EXISTING BERM
EXISTING BERM
FINAL GRADING TO ALLOW FOR POSITIVE DRAINAGE ACROSS ENTIRE AREA
DESIGN GRADE
SEE NOTE 1
BERM DEGRADE LIMITS
WITH RANDOM FILL
FILL EXISTING DITCH/CHANNEL
MATERIAL EVENLY OVER EXCAVATED AREA.
SEEDING NOT REQUIRED. SPREAD STRIPPED
STRIPPING NOT REQUIRED.
AS TOPSOIL OVER EMBANKMENT MATERIAL
SPREAD SUITABLE STRIPPED MATERIAL EVENLY
STRIPPING REQUIRED
MATERIAL EVENLY OVER EXCAVATED AREA.
SEEDING NOT REQUIRED. SPREAD STRIPPED
STRIPPING NOT REQUIRED.
WITH RANDOM FILL
FILL EXISTING DITCH/CHANNEL
SEE NOTE 1
BERM DEGRADE LIMITS
EXISTING BERM
EXISTING BERM DEGRADE EXISTING BERM
EXISTING GRADE
DRAINAGE ACROSS THE ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
SEE NOTE 1
BERM DEGRADE LIMITS SEE NOTE 1
BERM DEGRADE LIMITS
WITH RANDOM FILL
FILL EXISTING DITCH/CHANNELWITH RANDOM FILL
FILL EXISTING DITCH/CHANNEL
MATERIAL EVENLY OVER EXCAVATED AREA.
SEEDING NOT REQUIRED. SPREAD STRIPPED
STRIPPING NOT REQUIRED.
AS TOPSOIL OVER EMBANKMENT MATERIAL
SPREAD SUITABLE STRIPPED MATERIAL EVENLY
STRIPPING REQUIRED
SEEDING NOT REQUIRED
STRIPPING NOT REQUIRED
AS TOPSOIL OVER EMBANKMENT MATERIAL
SPREAD SUITABLE STRIPPED MATERIAL EVENLY
STRIPPING REQUIRED
MATERIAL EVENLY OVER EXCAVATED AREA.
SEEDING NOT REQUIRED. SPREAD STRIPPED
STRIPPING NOT REQUIRED.
WITH RANDOM FILL
FILL EXISTING DITCH/CHANNEL
EXISTING LEVEE
EXISTING GRADE
EXISTING LEVEE TOE
EXISTING LEVEE TOE
SLOPE TO DRAIN TOWARD RIVER
DESIGN GRADE
DEGRADE EXISTING LEVEE
RIVER SIDE NON RIVER SIDE
AS TOPSOIL OVER EMBANKMENT MATERIAL
SPREAD SUITABLE STRIPPED MATERIAL EVENLY
STRIPPING REQUIRED
35'
1V:6H1V:6H
EXISTING GRADE
DESIGN GRADE
EXCAVATE
MEANDER RESTORATION
CENTERLINE
MEANDER BOTTOM ELEVATION VARIES (SEE PROFILES)
TOP OF BANK
TOP OF BANK
SEEDING NOT REQUIRED.
STRIPPING NOT REQUIRED.
35'
EXISTING GRADE
DESIGN GRADE
EXCAVATE
MEANDER RESTORATION
CENTERLINE
MEANDER BOTTOM ELEVATION VARIES (SEE PROFILES)
TOP OF BANK
TOP OF BANK
TO SLOPE TO NATURAL ANGLE OF REPOSE
OTHERS (USFWS) OR ALLOWED
VERTICAL CUT SIDES. TO BE SLOPED BY
TO SLOPE TO NATURAL ANGLE OF REPOSE
OTHERS (USFWS) OR ALLOWED
VERTICAL CUT SIDES. TO BE SLOPED BY
AS TOPSOIL OVER EMBANKMENT MATERIAL
SPREAD SUITABLE STRIPPED MATERIAL EVENLY
STRIPPING REQUIRED
S
E N
U M
B E
R
A1
BERM DEGRADE TYPICAL SECTION 1
SCALE: NTS
C1
BERM DEGRADE TYPICAL SECTION 2
SCALE: NTS
M
H A
N K
S P
E
C-303
B
D
IR
K S P
E
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
D1
LEVEE DEGRADE TYPICAL SECTION
SCALE: NTS
R E
S T
O R
A T
IO
N T
Y P
IC
A L S
E C
T
IO
N S
B E
R M D
E G
R A
D E L E
V E
E D
E G
R A
D E
M
E A
N D
E R
NOTE: DEGRADE 9 (STA 0+00 TO 26+50), BERM DEGRADE 10 (STA 0+00 TO 46+20), BERM DEGRADES 11 THRU 16.
NOTE: BERM DEGRADE 9 (STA 26+50 TO 62+18), BERM DEGRADE 10 (STA 46+20 TO 83+20), BERM DEGRADES 17 THRU 20.
GENERAL NOTES
W P -1
-B -0
M -E
M P -1
E7
MEANDER RESTORATION TYPICAL SECTION 2
SCALE: NTS
NOTE: MEANDER RESTORATIONS 1-18 AND 20-22.
F1
MEANDER RESTORATION TYPICAL SECTION 1
SCALE: NTS
NOTE: MEANDER RESTORATIONS 19 AND 20.
AS ADVERTISED
CONSTRUCTION ON THE BERM DEGRADES.
CONTRACTING OFFICER REPRESENTATIVE PRIOR TO COMMENCING
SHALL BE COORDINATED WITH THE USFWS AND APPROVED BY THE
CONTRACTOR TO STAKE THE LIMITS OF THE BERM DEGRADES. THE LIMITS 4.
OTHER PROJECT FEATURES.
SETBACK, SUITABLE EXCESS MATERIAL MAY BE USED AS RANDOM FILL IN
ADEQUATE SUITABLE MATERIAL IS AVAILABLE TO CONSTRUCT THE BERM
BERM SETBACK CONSTRUCTION FIRST. ONCE IT IS DETERMINED
REQUIREMENTS FOR BERM EMBANKMENT) IS TO BE USED FOR FILL IN THE
SUITABLE EXCAVATED MATERIAL (MEETING THE SPECIFICATION 3.
OTHER ON SITE EXCAVATIONS OR DEGRADES.
TO FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES 2.
DEGRADE AREA.
IN MANNER WHICH DOES NOT INHIBIT DRAINAGE ACROSS THE BERM
WASTED OUTSIDE OF THE BERM DEGRADE LIMITS SHALL BE SPREAD OUT
RESTORATIONS WITHIN THE CONSTRUCTION LIMITS. ANY MATERIAL
WASTED ADJACENT TO THE BERM DEGRADES AND MEANDER
EXCAVATED SUITABLE MATERIAL OR UNSUITABLE MATERIAL MAY BE
FOR SHEET FLOW OF WATER ACROSS THE BERM DEGRADE AREA. EXCESS
THE INTENT OF THE BERM DEGRADES IS TO GRADE THE AREA TO ALLOW 1.
J
M
IL
L S P .E
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
15+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
25+00
E L E
V A
T
IO
2019/06/10
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M
H A
N K
S P
E
C-304
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
N
R A
M O
S E
IT
S T
A T
IO
N S
W P -1
-B -0
M -E
M P -1
BERM SETBACK CROSS SECTIONS
B E
R M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
ELEV 451.00
STABILITY BERM - 20'
STABILITY BERM - 20'
J
M
IL
L S P .E
AS ADVERTISED
ELEV 445.40 1V:50H
1V:4H
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
BERM DESIGN GRADE
1V:4 H
BERM EMBANKMENT EXISTING (SURVEY) GRADE
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
ELEV 451.00
BERM DESIGN GRADE
1V:4 H
ELEV 445.40
1V:4H
1V:50H 1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4 H
BERM DESIGN GRADE
ELEV 451.00
1V:4H
BERM EMBANKMENT
EXISTING (SURVEY) GRADE
BERM CROWN - 25.33'
BERM CROWN - 10'
BERM CROWN - 10'
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
30+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
35+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
40+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-305
M
H A
N K
S P
E
S T
A T
IO
N S
LEVEE SETBACK CROSS SECTIONS
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
STABILITY BERM - 20'
STABILITY BERM - 20'
STABILITY BERM - 20'
BERM EMBANKMENT
J
M
IL
L S P .E
AS ADVERTISED
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H1V:50H
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT EXISTING (SURVEY) GRADE
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H
EXISTING (SURVEY) GRADE
1V:50H
1V:4H
ELEV 451.00
BERM EMBANKMENT
1V:4 H
BERM DESIGN GRADE
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
1V:4H
1V:50H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H
EXISTING (SURVEY) GRADE
BERM CROWN - 10'
BERM CROWN - 10'
BERM CROWN - 10'
J U
N E
ELEV 445.40
ELEV 445.40
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
45+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
50+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
55+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-306
M
H A
N K
S P
E
S T
A T
IO
N S
W P -1
-B -0
M -E
M P -1
BERM SETBACK CROSS SECTIONS
B E
R M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
STABILITY BERM - 20'
BERM CROWN - 10'
STABILITY BERM - 20'
BERM CROWN - 10'
STABILITY BERM - 20'
BERM CROWN - 10'
1V:4 H
J
M
IL
L S P .E
AS ADVERTISED
1V:2H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:4H
EXISTING (SURVEY) GRADE
1V:50H
1V:4H
BERM EMBANKMENT
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
ELEV 451.00
1V:4H1V:4 H
BERM DESIGN GRADE
BERM DESIGN GRADE
ELEV 451.00
BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:4H
1V:4H
1V:2H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:50H
1V:50H
BERM DEGRADE DESIGN GRADE
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
ELEV 445.40
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
60+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
65+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
70+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-307
M
H A
N K
S P
E
S T
A T
IO
N S
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
BERM SETBACK CROSS SECTIONS
STABILITY BERM - 20'
1V:4H
STABILITY BERM - 20'
STABILITY BERM - 20'
J
M
IL
L S P .E
AS ADVERTISED
1V:50H
EXISTING (SURVEY) GRADE
ELEV 445.40
1V:50HELEV 445.40
1V:50HELEV 445.40
EXISTING (SURVEY) GRADE
1V:2H
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
ELEV 451.00
1V:4H
BERM EMBANKMENT
1V:4 H
BERM DESIGN GRADE
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
BERM EMBANKMENT
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H
EXISTING (SURVEY) GRADE
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
BERM EMBANKMENT
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM CROWN - 10'
BERM CROWN - 10'
BERM CROWN - 10'
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
75+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
80+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
85+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-308
M
H A
N K
S P
E
S T
A T
IO
N S
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
BERM SETBACK CROSS SECTIONS
STABILITY BERM - 20'
BERM EMBANKMENT
STABILITY BERM - 20'
STABILITY BERM - 20'
1V:4H
J
M
IL
L S P .E
AS ADVERTISED
ELEV 445.40
EXISTING (SURVEY) GRADE
1V:50H
1V:50HELEV 445.40
1V:50HELEV 445.40
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT EXISTING (SURVEY) GRADE
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
1V:2H
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM CROWN - 10'
BERM CROWN - 10'
BERM CROWN - 10'
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
90+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
95+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
100+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-309
M
H A
N K
S P
E
S T
A T
IO
N S
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
BERM SETBACK CROSS SECTIONS
1V:2H
ELEV 451.00
1V:4H
J
M
IL
L S P .E
AS ADVERTISED
1V:50H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H
1V:4H
1V:4H
ELEV 451.00
BERM DESIGN GRADE
1V:4 H
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
1V:4H
BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:4H
1V:2H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
EXISTING (SURVEY) GRADE
1V:4H
BERM EMBANKMENT
1V:4H1V:4 H
BERM DESIGN GRADE
BERM DEGRADE DESIGN GRADE
STABILITY BERM - 20'
BERM CROWN - 10'
BERM CROWN - 10'
STABILITY BERM - 20'
STABILITY BERM - 20'
BERM CROWN - 10'
J U
N E
1V:50HELEV 445.40
1V:50HELEV 445.40
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
105+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
110+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
115+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-310
M
H A
N K
S P
E
S T
A T
IO
N
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
BERM SETBACK CROSS SECTIONS
1V:2H 1V:4H
1V:4H
J
M
IL
L S P .E
AS ADVERTISED
1V:50HELEV 445.40
1V:50HELEV 445.40
1V:50HELEV 445.40
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
EXISTING (SURVEY) GRADE
1V:4H
BERM EMBANKMENT
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
EXISTING (SURVEY) GRADE
1V:4H
1V:4H 1V:2H
BERM EMBANKMENT
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H 1V:4H
1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
1V:4H
BERM CROWN - 10'
STABILITY BERM - 20'
STABILITY BERM - 20'
BERM CROWN - 10'
STABILITY BERM - 20'
BERM CROWN - 10'
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
120+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
125+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
130+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-311
M
H A
N K
S P
E
S T
A T
IO
N
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
BERM SETBACK CROSS SECTIONS
1V:4H
1V:4H
J
M
IL
L S P .E
AS ADVERTISED
1V:50HELEV 445.40
1V:50HELEV 445.40
1V:50HELEV 445.40
EXISTING (SURVEY) GRADE
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
BERM EMBANKMENT
1V:2H 1V:4H
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT EXISTING (SURVEY) GRADE
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H 1V:4H
ELEV 451.00
1V:4H1V:4 H
BERM DESIGN GRADE
EXCAVATE BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:4H 1V:2H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
ELEV 451.00
1V:4H
BERM DESIGN GRADE
1V:4 H
BERM CROWN - 10'
STABILITY BERM - 20'
STABILITY BERM - 20'
BERM CROWN - 10'
STABILITY BERM - 20'
BERM CROWN - 10'
FILL EXISTING DITCH/CHANNEL
BERM DEGRADE DESIGN GRADE
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
135+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
140+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
145+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-312
M
H A
N K
S P
E
S T
A T
IO
N
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
BERM SETBACK CROSS SECTIONS
1V:2H 1V:4H
J
M
IL
L S P .E
AS ADVERTISED
ELEV 445.40 1V:50H
1V:50HELEV 445.40
1V:50HELEV 445.40
SEE BERM DEGRADE
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H 1V:4H
BERM EMBANKMENTEXISTING (SURVEY) GRADE
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
1V:4H
1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
ELEV 451.00
1V:4H1V:4 H
BERM DESIGN GRADE
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H 1V:4H
1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
STABILITY BERM - 20'
BERM CROWN - 10'
STABILITY BERM - 20'
BERM CROWN - 10'
STABILITY BERM - 20'
BERM CROWN - 10'
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
150+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00-10.00-20.00-30.00-40.00-50.00-60.00-70.00-80.00-90.00-100.00
155+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
N
R A
M O
S E
IT
C-313
M
H A
N K
S P
E
S T
A T
IO
N
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K C
R O
S S S
E C
T
IO
N S
BERM SETBACK CROSS SECTIONS
J
M
IL
L S P .E
AS ADVERTISED
1V:50HELEV 445.40
1V:50HELEV 445.40
EXISTING (SURVEY) GRADEBERM EMBANKMENT
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H 1V:4H
1V:4H
1V:4H1V:4 H
BERM DESIGN GRADE
ELEV 451.00
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
1V:4H
BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:4H
GEOTEXTILE
12"CRUCHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V:2H 1V:4H
BERM CROWN - 10'
STABILITY BERM - 20'
STABILITY BERM - 20'
BERM CROWN - 10'
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
15+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
25+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
30+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
35+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
40+00
E L E
V A
T
IO
N
STA.15+00 TO STA.40+00
M
IL
L S P
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S .L
A N
G E
N D
O R
F
C-314
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
MEANDER RESTORATION 1 CROSS SECTIONS
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
ELEV. 439
ELEV. 439
ELEV. 439
ELEV. 439
35'
35'
35' 35'
35'
35'
ELEV. 439
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
45+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
50+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
55+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
60+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
65+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
70+00
E L E
V A
T
IO
N
STA.45+00 TO STA.70+00
M
IL
L S P
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-315
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
MEANDER RESTORATION 1 CROSS SECTIONS
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
ELEV. 439
ELEV. 439
ELEV. 439
GRADE
EXISTING (SURVEY)
EXCAVATE
ELEV. 439
35'
35'
30'
35'
35'
ELEV. 439
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
58.39'
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
75+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
80+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
85+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
90+00
E L E
V A
T
IO
N
STA.75+00 TO STA.96+29
M
IL
L S P
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-316
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
MEANDER RESTORATION 1 CROSS SECTIONS
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
35'
35'
35'
20'
DESIGN GRADE
ELEV. 437.12
ELEV. 437.12
ELEV. 437.12
ELEV. 437.12
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
13+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
15+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
25+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
30+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
34+00
E L E
V A
T
IO
M
IL
L S P
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-317
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
MEANDER RESTORATION 2 CROSS SECTIONS
35'
35'
35'
35'
35'35'
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
15+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
25+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
30+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
35+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
40+00
E L E
V A
T
IO
M
IL
L S P
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
D E
N D
O R
F
C-318
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
MEANDER RESTORATION 3 CROSS SECTIONS
35'
35'
35'
35'
35'
35'
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
45+00
E L E
V A
T
IO
M
IL
L S P
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-319
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
GRADE
EXISTING (SURVEY)
EXCAVATE
ELEV. 439
MEANDER RESTORATION 3 CROSS SECTIONS
35'
W P -1
-B -0
M -E
M P -1
DESIGN GRADE
AS ADVERTISED
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
12+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
15+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
25+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
30+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-320
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
MEANDER RESTORATION 4 CROSS SECTIONS
ELEV. 437.5
ELEV. 437.5
ELEV. 437.5
ELEV. 437.5
35'
35'
35'
35'
35'
W P -1
-B -0
M -E
M P -1
ELEV. 437.1
J
M
IL
L S P .E
AS ADVERTISED
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
15+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
20+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
25+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
30+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
35+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
40+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-321
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
MEANDER RESTORATION 5 CROSS SECTIONS
35'
35'
35'
35'
BOTTOM WIDTH TRANSITION FROM MR5 TO MR6
W P -1
-B -0
M -E
M P -1
J
M
IL
L S P .E
AS ADVERTISED
BOTTOM WIDTH TRANSITION FROM MR5 TO MR6
BERM DEGRADE DESIGN GRADE
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
45+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
50+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
55+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
60+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
65+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
70+00
E L E
V A
T
IO
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-322
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
R A
T
IO
N C
R O
S S S
E C
T
IO
N S
S T
A T
IO
N S
T
O
MEANDER RESTORATION 5 CROSS SECTIONS
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
GRADE
EXISTING (SURVEY)
DESIGN GRADE
EXCAVATE
ELEV. 439
35'
35'
35' 35'
35'
35'
W P -1
-B -0
M -E
M P -1
DESIGN GRADE
BERM DEGRADE
BERM DEGRADE DESIGN GRADE
J
M
IL
L S P .E
AS ADVERTISED
J U
N E
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
75+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0.00 10.00 20.00 30.00 40.00 50.00-10.00-20.00-30.00-40.00-50.00
80+00
E L E
V A
T
IO
M
IL
L S P
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T B
D
IR
K S P
E
S L
A N
G E
N D
O R
F
C-323
M
H A
N K
S P
E M
E A
N D
E R R
E S
T O
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