A02DrawingsPart3.pdf
PDF 7 MB Posted
- Attached to
- Clarence Cannon SetbacK Federal contract opportunity
- Solicitation number
- W912P9-19-B-0001
About this file
Drawings Part 3
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 | ||
| A24Amendment01.pdf | ||
| ContractorSignInSheet.pdf | ||
| CCNWRConstructionStatusJune2019Opt.pdf | ||
| CCNWRLiDAROpt.pdf | ||
| A02DrawingsPart2_Part2.pdf | ||
| A02DrawingsPart2_Part1.pdf | ||
| A02DrawingsPart1_Part1.pdf | ||
| A02DrawingsPart1_Part2.pdf | ||
| A02CCNWRBermSetbackAdvspecs.pdf | ||
| A22W912P919B0001.pdf |
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S O
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US Army Corps
U .S
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0 40 80 120 160 200-40-80-120-160-200
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0 40 80 120 160 200-40-80-120-160-200
5+00
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0 40 80 120 160 200-40-80-120-160-200
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E L E
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0 40 80 120 160 200-40-80-120-160-200
15+00
E L E
V A
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N
0 40 80 120 160 200-40-80-120-160-200
20+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
25+00
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY) DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DITCH/CHANNEL
FILL EXISTING
FOR CROSS SECTIONS
SEE C-303 THROUGH C-312
BERM SETBACK SECTION
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg
2019/06/07
J
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N S I
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A2 40' 80'0
M E
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B E
R M S
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B A
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S T L
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HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 14 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
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B
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K S P
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C-359
M
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R M D
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R A
D E
C
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S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
J U
N E
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IT
A T
IO
N N
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U .S
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0 40 80 120 160 200-40-80-120-160-200
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E L E
V A
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0 40 80 120 160 200-40-80-120-160-200
35+00
E
L E
V A
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N
0 40 80 120 160 200-40-80-120-160-200
40+00
E L E
V A
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IO
N
0 40 80 120 160 200-40-80-120-160-200
45+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
50+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
55+00
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
FOR CROSS SECTIONS
SEE C-303 THROUGH C-312
BERM SETBACK SECTION
FOR CROSS SECTIONS
SEE C-303 THROUGH C-312
M
IL
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S
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U M
B E
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A2 40' 80'0
M E
A N
D E
R R
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T O
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IO
N
B E
R M S
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B A
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B E
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S T L
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D
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T R
IC
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HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 14 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-360
M
H A
N K
S P
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S T
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IO
N S
T
O
B E
R M D
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R A
D E
C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
J U
N E
L
IC
IT
A T
IO
N N
O
D E
S
IG
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D B
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N
A
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S
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S
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C
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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R S
E L E
V A
T
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N
0 40 80 120 160 200-40-80-120-160-200
60+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
65+00
E L E
V A
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IO
N
0 40 80 120 160 200-40-80-120-160-200
70+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
75+00
E L E
V A
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IO
N
0 40 80 120 160 200-40-80-120-160-200
80+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
81+00
STA.60+00 TO STA.81+00
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
MEANDER RESTORATION SECTION
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
FILL EXISTING DITCH/CHANNEL
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FOR CROSS SECTIONS
SEE C-303 THROUGH C-312
BERM SETBACK SECTION
FOR CROSS SECTIONS
SEE C-303 THROUGH C-312
M
IL
L S P
S
E N
U M
B E
R
A2 40' 80'0
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
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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
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N E
N H
A N
C E
M E
N T
C L
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C E C
A N
N O
N N
A T
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N A
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D
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IF
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E
S T L
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IS
M O
S
P U
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E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 14 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-361
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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
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C T N
O
C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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B
C
D
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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
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
2+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
5+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
10+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
15+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
20+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
25+00
STA.2+00 TO STA.25+00 STA.30+00 TO STA.50+00
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
M
IL
L S P
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 15 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-362
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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 40 80 120 160 200-40-80-120-160-200
30+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
35+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
40+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
45+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
50+00
STA.30+00 TO STA.50+00
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
M
IL
L S P
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 15 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-363
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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 40 80 120 160 200-40-80-120-160-200
1+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
2+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
4+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
6+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
8+00
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
M
IL
L S P
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 16 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-364
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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 40 80 120 160 200-40-80-120-160-200
1+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
5+00
E L E
V A
T
IO
N
0 40 80 120 160 200 240 280-40-80-120
10+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
15+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
20+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
25+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
26+00
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
SECTION
MEANDER RESTORATION
DEGRADE EXISTING BERM
DEGRADE EXISTING BERM
DEGRADE EXISTING BERM
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 17 CROSS SECTIONS
B
D
IR
K S P
E
B
D
IR
K S P
E
C-365
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
GENERAL NOTES
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
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.
DITCH IN THIS AREA.
AND ADDITIONAL TOPOGRAPHIC POINTS WERE NOT OBTAINED OF THE
SECTIONS. EXISTING GRADE FOR DITCH WAS OBTAINED BY AERIAL LIDAR
DEGRADES, TO BE FILLED MAY BE DEEPER THAN SHOWN ON CROSS
EXISTING DITCH, SHOWN ON THIS SHEET IN THE CENTER OF THE BERM 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 40 80 120 160 200-40-80-120-160-200
1+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
5+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
10+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
15+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
20+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
25+00
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
EXISTING (SURVEY) GRADE
DEGRADE EXISTING BERM
DEGRADE EXISTING BERM
DITCH/CHANNEL
FILL EXISTING
MEANDER RESTORATION SECTION
FILL EXISTING DITCH/CHANNEL
DEGRADE EXISTING BERM
FOR CROSS SECTIONS
SEE C-303 THROUGH C-312
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 18 CROSS SECTIONS
B
D
IR
K S P
E
B
D
IR
K S P
E
C-366
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
GENERAL NOTES
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
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.
DITCH IN THIS AREA.
AND ADDITIONAL TOPOGRAPHIC POINTS WERE NOT OBTAINED OF THE
SECTIONS. EXISTING GRADE FOR DITCH WAS OBTAINED BY AERIAL LIDAR
DEGRADES, TO BE FILLED MAY BE DEEPER THAN SHOWN ON CROSS
EXISTING DITCH, SHOWN ON THIS SHEET IN THE CENTER OF THE BERM 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 40 80 120 160 200-40-80-120-160-200
30+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
35+00
E
L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
36+00
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DEGRADE EXISTING BERM
MEANDER RESTORATION SECTION
MEANDER RESTORATION SECTION
DEGRADE EXISTING BERM
DEGRADE EXISTING BERM
MEANDER RESTORATION SECTION
ACROSS ENTIRE AREA
FOR POSITIVE DRAINAGE
FINAL GRADING TO ALLOW
DESIGN GRADE
ENTIRE AREA
DRAINAGE ACROSS
ALLOW FOR POSITIVE
FINAL GRADING TO
DESIGN GRADE
ENTIRE AREA
DRAINAGE ACROSS
ALLOW FOR POSITIVE
FINAL GRADING TO
DESIGN GRADE
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 18 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-367
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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 40 80 120 160 200-40-80-120-160-200
1+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
5+00
E
L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
10+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
15+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
20+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
25+00
STA.1+00 TO STA.25+00 STA.30+00 TO STA.36+00
DEGRADE EXISTING BERM DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
DITCH/CHANNEL
FILL EXISTING
DEGRADE EXISTING BERM DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
FILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADEFILL EXISTING DITCH/CHANNEL
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DITCH/CHANNEL
FILL EXISTING
GRADE
EXISTING (SURVEY)
GRADE
EXISTING (SURVEY)
FILL EXISTING DITCH/CHANNEL
BERM SETBACK
DITCH/CHANNEL
FILL EXISTING
SECTION
RESTORATION
MEANDER
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 19 CROSS SECTIONS
B
D
IR
K S P
E
B
D
IR
K S P
E
C-368
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
GENERAL NOTES
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
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.
DITCH IN THIS AREA.
AND ADDITIONAL TOPOGRAPHIC POINTS WERE NOT OBTAINED OF THE
SECTIONS. EXISTING GRADE FOR DITCH WAS OBTAINED BY AERIAL LIDAR
DEGRADES, TO BE FILLED MAY BE DEEPER THAN SHOWN ON CROSS
EXISTING DITCH, SHOWN ON THIS SHEET IN THE CENTER OF THE BERM 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 40 80 120 160 200-40-80-120-160-200
30+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
35+00
E
L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
36+00
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
MEANDER RESTORATION SECTION
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
MEANDER RESTORATION SECTION DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
GRADE
EXISTING (SURVEY)DEGRADE EXISTING BERM
MEANDER RESTORATION SECTION
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 19 CROSS SECTIONS
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-369
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
B E
R M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
W P -1
-B -0
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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 40 80 120 160 200-40-80-120-160-200
1+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
5+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
10+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
15+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
20+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
25+00
E L E
V A
T
IO
N
0 40 80 120 160 200-40-80-120-160-200
26+00
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
FILL EXISTING DITCH/CHANNEL
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
FILL EXISTING DITCH/CHANNEL
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
FILL EXISTING DITCH/CHANNEL
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
FILL EXISTING DITCH/CHANNEL
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
DRAINAGE ACROSS ENTIRE AREA
FINAL GRADING TO ALLOW FOR POSITIVE
DESIGN GRADE
DEGRADE EXISTING BERM
GRADE
EXISTING (SURVEY)
DEGRADE EXISTING BERM
MEANDER RESTORATION SECTION
GRADE
EXISTING (SURVEY)
S
E N
U M
B E
R
A2 40' 80'0
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
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 10' 10' 20'0
VERTICAL SCALE HORIZONTAL SCALE
BERM DEGRADE 20 CROSS SECTIONS
B
D
IR
K S P
E
B
D
IR
K S P
E
C-370
M
H A
N K
S P
E B
E R
M D
E G
R A
D E
C
R O
S S S
E C
T
IO
N S
GENERAL NOTES
M -E
M P -1
W
P -1
-B -0
AS ADVERTISED
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.
DITCH IN THIS AREA.
AND ADDITIONAL TOPOGRAPHIC POINTS WERE NOT OBTAINED OF THE
SECTIONS. EXISTING GRADE FOR DITCH WAS OBTAINED BY AERIAL LIDAR
DEGRADES, TO BE FILLED MAY BE DEEPER THAN SHOWN ON CROSS
EXISTING DITCH, SHOWN ON THIS SHEET IN THE CENTER OF THE BERM 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
3+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
5+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
10+00
E L E
V A
T
IO
N
GRADE
EXISTING (SURVEY)
SLOPE TO DRAIN TOWARD RIVER
DESIGN GRADE
DEGRADE EXISTING LEVEE
GRADE
EXISTING (SURVEY)
SLOPE TO DRAIN TOWARD RIVER
DESIGN GRADE
DEGRADE EXISTING LEVEE
GRADE
EXISTING (SURVEY)
SLOPE TO DRAIN TOWARD RIVER
DESIGN GRADE
DEGRADE EXISTING LEVEE
S
E N
U M
B E
R
A2 40' 80'0
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
SCALE: 1" = 10'
M -E
M P -1
B
D
IR
K S P
E
B
D
IR
K S P
E
C-371
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
W P -1
-B -0
LEVEE DEGRADE CROSS SECTIONS
L E
V E
E D
E G
R A
D E C
R O
S S S
E C
T
IO
N S
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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
N
GRADE
EXISTING (SURVEY)
SLOPE TO DRAIN TOWARD RIVER
DESIGN GRADE
DEGRADE EXISTING LEVEE
GRADE
EXISTING (SURVEY)
SLOPE TO DRAIN TOWARD RIVER
DESIGN GRADE
DEGRADE EXISTING LEVEE
GRADE
EXISTING (SURVEY)
SLOPE TO DRAIN TOWARD RIVER
DESIGN GRADE
DEGRADE EXISTING LEVEE
S
E N
U M
B E
R
A2 40' 80'0
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
SCALE: 1" = 10'
B
D
IR
K S P
E
B
D
IR
K S P
E
C-372
M
H A
N K
S P
E
S T
A T
IO
N S
T
O
M -E
M P -1
W P -1
-B -0
LEVEE DEGRADE CROSS SECTIONS
L E
V E
E D
E G
R A
D E C
R O
S S S
E C
T
IO
N S
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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
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
31+00
E L E
V A
T
IO
N
DEGRADE EXISTING LEVEE
GRADE
EXISTING (SURVEY)
BOTTOM
MEANDER RESTORATION
EMBANKMENT
LEVEE TURNAROUND
DEGRADE EXISTING LEVEE
GRADE
EXISTING (SURVEY)
S
E N
U M
B E
R
A2 40' 80'0
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
SCALE: 1" = 10'
B
D
IR
K S P
E
C-373
M
H A
N K
S P
E M -E
M P -1
B
D
IR
K S P
E W
P -1
-B -0
LEVEE DEGRADE CROSS SECTIONS
S T
A T
IO
N S
T
L E
V E
E D
E G
R A
D E C
R O
S S S
E C
T
IO
N S
AS ADVERTISED
ON SITE EXCAVATIONS OR DEGRADES.
FILL DITCHES/CHANNELS, FILL MATERIAL SHALL BE OBTAINED FROM OTHER
IF SUFFICIENT MATERIAL IS NOT AVAILABLE FROM ADJACENT DEGRADES TO 1.
SHEET NOTES
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
440440
445 445 445 445 445
445 445
450 450
450 450
450 450 450
450450
450450450450450
P
IS
T A
.5
M R
+0
BS 4 13+0
P I
S
TA
1+
.9
PI
STA 13+58.99
L S
0B
S
BS 16+00
BS 17+00
V :3
H
V :3
H
V :3
H
DRIVING SURFACE
10' WIDE CRUSHED STONE
CONSTRUCTION LIMITS
BERM SETBACK CENTERLINE
ROAD
LEVEE CROWN MEETS EXISTING
1V:4H
1V:4H
1V :50H
1V:50H
1V :50H
V :4
H
1V:4H
1V:4H
V :4
H
1V :4H
V :4
H
1V:4H
1V :3H
V :4
H 1 V :4
H
V :4
H
F1
F1
C-502
C-502
LEVEE SETBACK CENTERLINE
BERM TOE
BERM TOE
BERM DEGRADE 9 LIMITS
BERM DEGRADE 9 CENTERLINE
MATCH EXISTING GRADE
TOP OF STONE SURFACING
.3
BERM ACCESS RAMP 1
20' BERM
TOP OF STONE SURFACING
M
ATC
H
LIN
E BER
M
SETBAC
K STATIO
N
16+80 - SEE SH
EET C
-405
25.33'
BERM SETBACK CROWN
BERM SETBACK CROWN
N 1,256,151
E 740,046
EL 451.00
N 1,256,171.06
E 740,290.04
N 1,256,186.54
E 740,295.07
SLOPE = 8%
N 1,256,217.68
E 740,202.52
EL 451.00
N 1,256,216.60
E 740,158.91
EL 451.00
S T
O N
E S
U R
F A
C
IN
G T
O E
X
IS
T
IN
G G
R A
D E
S
M O
O T
H T
R A
N S
IT
IO
N F
R O
M T
O P
N 1,256,203.20
E 740,197.49
EL 451.00
OWNER AT ALL TIMES
MAINTAIN ACCESS TO NORTH LAND
M
IL
L S P
S
E N
U M
B E
R
M
H A
N K
S P
E
C-401
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
J .R
O D
R
IG
U E
Z
A1
NORTH LEVEE ACCESS PLAN
SCALE: 1" = 20' 20' 40'0
N
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
N O
R T
H E
N D B
E R
M A
C C
E S
S R
A M
P S
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
445 445445 445 445 445 445 445
445445445
P O
B
S T
A
.0
P O
E
S T
A
.4
P O
B
S T
A
.0
BD 14 31+00
BD 14 32+00
B D
B D
B A
B A
B A
CENTERLINE
BERM
50' RADIUS
50' RADIUS
BERM
BERM
1V:4H
1V:4H
1V:50H
CONSTRUCTION LIMITS
20' WIDE. FOLLOWS EXISTING ROADWAY
ACCESS/HAUL ROAD
F6
F6
C-502
BERM TOE
BERM CROWN
BERM SETBACK TOE
BERM ACCESS 2 CENTERLINE STATION 2+68.89
BERM SETBACK CENTERLINE STATION 95+93.76
BERM CROWN
BERM TOE
BERM DEGRADE 14 LIMITS
BERM DEGRADE 14 LIMITS
BERM DEGRADE 15 LIMITS
BERM DEGRADE 15 LIMITS
BERM DEGRADE 15 CENTERLINE
BERM DEGRADE 14 CENTERLINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
PC
STA 95+61.9
TO EXISTING GRADE
MATCH TOP OF STONE SURFACING
10'
BS 94+00
BS 95+00
BS 96+0
BS 9
7+0
1V:
4H
1V:4H
1V:4H
1V:4H
20'
20'
1V:4 H
1V:4H
1V:4H
1V:
50H
1V:5 0H
1V:50H
1V:50H
1V:4H
1V:4H
1V:4H
1V:4 H
1V :4H
TOP OF STONE SURFACING
TOP OF STONE SURFACING
TOP OF STONE SURFACING
TOP OF STONE SURFACING
TOE OF STONE SURFACING
TOE OF STONE EMBANKMENT COVER
BERM ACCESS 2 CENTERLIN
STABILITY BERM
STABILITY BERM
C-502
N 1,250,690.79
E 743,501.14
N 1,250,638.72
E 743,448.66
N 1,250,618.75
E 743,447.65
N 1,250,617.60
E 743,470.36
N 1,250,574.81
E 743,517.32
M
IL
L S P
S
E N
U M
B E
R
M
H A
N K
S P
E
C-402
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
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
A1 SCALE: 1" = 20' 20' 40'0
N
BERM ACCESS 2 PLAN
B E
R M A
C C
E S
S P
L A
N
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
445445
450 450
450450
450450
440 440
440 440 440 440 440
445 445 445 445
445 4
CENTERLINE
MEANDER RESTORATION 20
LIMITS
MEANDER RESTORATION 20
BOTTOM
MEANDER RESTORATION 20
CONSTRUCTION LIMITS
TURNAROUND TOP EDGE
TURNAROUND TOE
BEGINNING OF TURNAROUND CURVE
RIPRAP EXTENDS 20' FROM
EL. 451.00
EL 451.00
M R
M R
M R
M R
POE
STA 32
+44
LD 30
+00
LD 31
+00
LD 32
+00
100' SMOOTH TRANSITION TO EXISTING FROM EL 451.00
ELEVATION 445
RIPRAP EXTENDS TO APPROXIMATE
E 749,106.10
N 1,245,122.35
CENTER OF 20' RADIUS
E 749,041.76
N 1,245,192.24
CENTER OF 75' RADIUSS
LIMITS OF RIPRAP
RIPRAP EXTENDS TO EXITING LEVEE TOE
75' RADIUS
20' RADIUS
E 749,041.88
N 1,245,117.24
PC
E 749,092.55
N 1,245,137.06
PC/PT
E 749,160.61
N 1,245,102.35
PT
EXTEND RIPRAP 90' PAST PC EXTEND RIPRAP 50' PAST PT
1V:3H SLOPE AND 1V:6H SLOPE
SMOOTH TRANSITION BETWEEN
1V:3H SLOPE
V :6
H
1V:3H SLOPE
1V:6H SLOPE
1V:3H SLOPE AND 1V:6H SLOPE
SMOOTH TRANSITION BETWEEN
V :6
H
V :6
H
1V :6
H
1V:3H SLOPE
1V:3H SLOPE
1V:3H SLOPE
P I
S T
A
.8
MAIN LEVEE DEGRADE LIMITS
MAIN LEVEE DEGRADE LIMITS
MAIN LEVEE DEGRADE CENTERLINE
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 SCALE: 1" = 20' 20' 40'0
N
BERM TURNAROUND PLAN
M -E
M P -1
M
H A
N K
S P
E
C-403
B
D
IR
K S P
E
L E
V E
E T
U R
N A
R O
U N
D P
L A
N
S L
A N
G E
N D
O R
F W
P -1
-B -0
AS ADVERTISED
J
M
IL
L S P .E
J U
N E
F1
C-502
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
440 440
LD 1+00
LD 4+00
CONSTRUCTION LIMITS
LD 2+00
RIPRAP LIMITS
(TIE INTO EXISTING SPILLWAY RIPRAP)
RIPRAP LIMITS
GEOTEXTILE
6" BEDDING MATERIAL ON
21" 140 LB RIPRAP ON
PI
STA 2+69.49
LD 3+00
V :6
H
V :6
H
CENTERLINE
MAIN LEVEE DEGRADE
TOE OF SLOPE
MAIN LEVEE DEGRADE
MAIN LEVEE DEGRADE LIMITS
MAIN LEVEE DEGRADE LIMITS
TOP OF SLOPE
MAIN LEVEE DEGRADE
S
E N
U M
B E
R
A1 SCALE: 1" = 20' 20' 40'0
N
M
H A
N K
S P
E
C-404
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
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
LEVEE DEGRADE NORTH END PLAN
J
M
IL
L S P .E
M A
IN
L
E V
E E D
E G
R A
D E N
O R
T H E
N D P
L A
N
J U
N E
A1
C-502
C-502
D1
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
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :5
H
V :5
H
V :5
H 1
V :5
H
B S
B S
B S
B S
B S
B S
B D
V :3
H
V :3
H
V :5
H
V :4
H
V :4
H
1V:3H
V :3
H
EL 451.00
OF STONE SURFACING TO
13.33' SMOOTH TRANSITION TOP
BERM DEGRADE 9 CENTERLINE
BERM SETBACK CENTERLINE
BERM SETBACK CROWN
STABILITY BERM
BERM TOE
TOP OF STONE SURFACING
TOP OF STONE SURFACING
TOP OF STONE SURFACING
PARKING AREA
5% SLOPE
N 1,255,870.36
E 739,788.07
N 1,255,852.42
E 739,815.56
N 1,255,954.10
E 739,842.72
N 1,255,943.08
E 739,859.62
N 1,255,929.07
E 739,881.07
N 1,256,010.78
N 1,256,027.68
E 739,954.22
EL 451.00
E 739,935.35
EL 451.00
PARKING AREA TOE
BERM TOE
ACCESS RAMP TOE
STABILITY BERM
BERM ACCESS RAMP 2
' 2
.3
100'
.8
' 2 .1
STONE SURFACING
TOP OF
.3
CONSTRUCTION LIMITS
BERM DEGRADE 9 CENTERLINE
BERM DEGRADE 9 LIMITS
BERM DEGRADE 9 LIMITS
M A
T C
H L
IN
E B
E R
M S
E T
B A
C K S
T A
T
IO
N
S
E E S
H E
E T C -4
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
M -E
M P -1
W P -1
-B -0
A1 SCALE: 1" = 20' 20' 40'0
N
NORTH BERM ACCESS PLAN
AS ADVERTISED
M
H A
N K
S P
E
C-405
B
D
IR
K S P
E
P A
R K
IN
G A
R E
A
N O
R T
H E
N D B
E R
M A
C C
E S
S R
A M
P S
J
M
IL
L S P .E
J U
N E
B
D
IR
K S P
E
C-504
A6
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
P C
S T
A
.6
P T
S T
A
.5
B S
B S
B S
B S
B S
B S
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H1 V :5
H
V :5
H
V :5
H
V :5
H
V :5
H
V :5
H
V :3
H
V :4
H
V :4
H
V :3
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :3
H
V :4
H
V :4
H
V :4
H
STABILITY BERM TOE
STABILITY BERM TOE
SLOPE =
SLOPE = 10%
SLOPE =
BERM ACCESS RAMP 3
BERM
ACCES
S R
AMP 4
BERM
ACCES
S R
AMP 5
STABILITY BERM
STABILITY BERM
BERM CROWN
BERM TOE
BERM TOE
SURFACING
TOP OF STONE
SURFACING
TOP OF STONE
SURFACING
TOE OF STONESURFACING
TOE OF STONE
STONE COVERING
TOE OF EMBANKMENT
STONE COVERING
TOE OF EMBANKMENT
N 1,249,977.54
E 743,892.06
N 1,249,998.21
E 743,869.99 N 1,249,972.91
E 743,883.20
N 1,250,012.20
E 743,913.02
N 1,250,002.77
E 743,909.68
N 1,250,003.88
E 743,936.53
N 1,249,995.11
E 743,931.27
N 1,249,996.16
E 743,958.19
N 1,249,986.74
E 743,954.83
N 1,250,026.08
E 743,873.91
N 1,250,016.66
E 743,870.57
N 1,249,939.32
E 743,900.74
N 1,249,943.94
E 743,909.60
N 1,249,959.54
E 744,031.12
N 1,249,968.96
E 744,034.48
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
M -E
M P -1
W P -1
-B -0
AS ADVERTISED
M
H A
N K
S P
E
C-406
B
D
IR
K S P
E
C E
N T
E R B
E R
M A
C C
E S
S R
A M
P S
B
D
IR
K S P
E
J U
N E
C-504
D1
C-504
D1
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
0 4
P C
S T
A
.7
B S
B S
B S
B S
B S
B S
B S
P T
S T
A
.1
P I S T
A
.5
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :5
H
V :5
H
V :5
H
V :5
H
V :5
H
V :5
H
V :5
H
V :4
H
V :4
H
V :3
H
V :4
H
V :4
H
V :4
H
V :4
H
V :3
H
V :4
H
V :4
H
V :4
H
V :4
H
V :4
H
V :3
N 1,245,792.21
E 744,225.96
N 1,245,778.60
E 744,244.39 N 1,245,763.75
E 744,264.50
N 1,245,785.14
E 744,252.16
N 1,245,800.25
E 744,231.90 N 1,245,771.82
E 744,270.40
N 1,245,796.34
E 744,188.41
N 1,245,771.66
E 744,202.65
STABILITY BERM TOE
STABILITY BERM TOE
STABILITY BERM
BERM CROWN
BERM CROWN
BERM TOE
BERM TOE
STABILITY BERM
SLOPE =
SLOPE =
SLOPE = 10%
BERM ACCESS RAMP 6
BERM A
CCES
S R
AMP 7
BERM A
CCES
S R
AMP 8
N 1,245,770.02
E 744,188.41
STONE COVERING
TOE OF EMBANKMENT
STONE COVERING
TOE OF EMBANKMENT
SURFACING
TOP OF STONE
SURFACING
TOP OF STONE
SURFACING
TOE OF STONE
SURFACING
TOE OF STONE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BERM SETBACK CENTERLINE
N 1,245,707.14
E 744,342.04
N 1,245,715.22
E 744,347.93
N 1,245,816.86
E 744,192.57
N 1,245,824.90
E 744,198.51
N 1,245,717.83
E 744,201.46
N 1,245,719.47
E 744,211.32
M
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M -E
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AS ADVERTISED
M
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D-504
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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
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P S O
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IN
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12" LIFTS MAX
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BERM DESIGN GRADE
EXCAVATION/BENCHING
VARIES
1V
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S
M A
X
M
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EXISTING LEVEE GRADE
GEOTEXTILE
12" CRUSHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
1V :2H
1V:2H
MATCH EXISTING CROWN WIDTH
RUTS AND DEPRESSIONS
FILL AND COMPACT EXISTING
BERM CENTERLINE
AA
B
C
EDGE OF TURNOUT
TURNOUT TOE
24' 24'
EDGE OF BERM CROWN
EDGE OF BERM CROWN
BELOW FOR BERM STATION
FOR LOCATION, SEE TABLE
POINT M
TO PENETRATE NET BERM SECTION
SIGN FOUNDATION NOT
ACCESS RAMP
SIGN
OVERBUILD TO INSTALL
BERM CROWN
NET BERM SECTION
SEE SHEET GENERAL NOTES
MUTCD W1-7
M
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SCALE: 1" = 5'NTS
SCALE: 1" = 10'
TURNOUT DETAIL
10' 20'0
0 5' 10'
M
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A6 SCALE: 1" = 5'
SIGN OVERBUILD DETAIL
5' 10'0
GENERAL NOTES
M -E
M P -1
W P -1
-B -0
1BRYANTS CREEK LEVEE CROWN RESURFACING DETAIL
SIGNING.
903.03BL AND MODOT STANDARD SPECIFICATIONS (2018) 903, HIGHWAY
TRANSPORTATION (MODOT), STANDARD DRAWINGS (2018) 903.02AN AND
2. SIGN TO MEET THE REQUIREMENTS OF MISSOURI DEPARTMENT OF
WHERE NEW SETBACK BERM TIES INTO EXISTING LEVEES.
1. IN ACCORDANCE WITH THE SPECIFICATIONS, BENCHING DETAIL TO BE USED
AS ADVERTISED
J U
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SHEET ID
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US Army Corps
U .S
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EXISTING (SURVEY) GRADE
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MATCH EXISTING SLOPEMATCH E
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LOPE
REPLACE WITH COMPACTED EXCAVATED MATERIAL.
EXCAVATE TO PLACE STONE PROTECTION.
REPLACE WITH COMPACTED EXCAVATED MATERIAL.
EXCAVATE TO PLACE STONE PROTECTION.
REPLACE WITH COMPACTED EXCAVATED MATERIAL.
EXCAVATE TO PLACE STONE PROTECTION.
EXISTING (SURVEY GRADE) OR EXISTING LEVEE GRADE
BERM DEGRADE DESIGN GRADE
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WIDTH VARIES
DESIGN GRADE SHOWN ON PROFILE
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DESIGN GRADE
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1V:
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CENTERLINE
EXISTING (SURVEY) GRADE OR BERM SETBACK DESIGN GRADE
GEOTEXTILE
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4" CRUSHED STONE SURFACING ON
ON GEOTEXTILE
12" CRUSHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
DETAIL FOR STONE THICKNESS TRANSITION)
SOUTH END - CRUSHED STONE SURFACING (SEE
NORTH END - STONE PROTECTION (SHOWN)
ACCESS RAMP DESIGN GRADE
15.33'
1V:2H1V:2H
V :2
H 1 V :2
H
WIDTH VARIES - SEE PALN
GEOTEXTILE
12" CRUSHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
EXISTING (SURVEY) GRADE
COMPACTION AS ADACENT MATERIAL
REPLACE MATERIAL TO SAME
EXCAVATE TO PLACE ROADWAY &
COMPACTION AS ADACENT MATERIAL
REPLACE MATERIAL TO SAME
EXCAVATE TO PLACE ROADWAY &
M
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A1 SCALE: NTS
STONE PROTECTION DETAIL
C-404
D1 SCALE: NTS
C-404
C-403
STONE PROTECTION DETAIL
D8
SCALE: NTS
CRUSHED STONE SURFACING DETAIL
F1 SCALE: NTSC-401 F6 SCALE: NTSC-402
M
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BERM ACESS RAMP 1 TYPICAL SECTION BERM ACCESS 2 TYPICAL SECTION
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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R S
M R
M R
20' SMOOTH TRANSITION
GRAVITY DRAIN DESIGN GRADE
GRAVITY DRAIN DESIGN GRADE
EXISTING (SURVEY) GRADE
MEANDER RESTORATION BOTTOM
BOTTOM/TOP OF BANK
MEANDER RESTORATION
BOTTOM/TOP OF BANK
MEANDER RESTORATION
EL 435.50 - MEANDER RESTORATION 1, 5, 10, 12
EL 433.50 - MEANDER RESTORATION 15
BE CONSTRUCTED BY OTHERS
GRAVITY DRAIN, EXISTING OR TO
CONSTRUCTED BY OTHERS
GRAVITY DRAIN DESIGN GRADE
BE CONSTRUCTED BY OTHERS
GRAVITY DRAIN, EXISTING OR TO
CONSTRUCTED BY OTHERS
GRAVITY DRAIN DESIGN GRADE
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MEANDER RESTORATION TO EXISTING GRAVITY DRAIN TRANSITION - PLAN
MEANDER RESTORATION TO EXISTING GRAVITY DRAIN TRANSITION - SECTION
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US Army Corps
U .S
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IN
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EXISTING (SURVEY GRADE) OR EXISTING LEVEE GRADE
BERM DEGRADE DESIGN GRADE
GEOTEXTILE
6" BEDDING MATERIAL ON
21" 140 LB RIPRAP ON
1V:6H
GEOTEXTILE
12" CRUSHED STONE BASE ON
6" CRUSHED STONE SURFACING ON
THICKNESS
STONE SURFACING
THICKNESSTO MATCH
TRANSITION RIPRAP
1V:
3H
1V:4 H
EXISTING (SURVEY GRADE)
ACCESS RAMP DESIGN GRADE
BERM SETBACK DESIGN GRADE
25.33'
GEOTEXTILE
12" CRUSHED STONE BASE ON
4" CRUSHED STONE SURFACING ON
EXISTING (SURVEY GRADE)
ACCESS RAMP DESIGN GRADE
BERM SETBACK DESIGN GRADE
10'
1V:3H
1V:4H
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C-502 SCALE: NTS
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A6 SCALE: NTSC-405
A1
D1 SCALE: NTS
C-407
C-406
A1 BERM ACCESS RAMPS 3, 4, 5, 6, 7, & 8 TYPICAL SECTIONS
BERM ACCESS RAMP 2 TYPICAL SECTION
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ALIGNMENT TABLES
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THERE IS NO MEANDER RESTORATION 21.1.
GENERAL SHEET NOTES
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GENERAL SHEET NOTES
AS ADVERTISED
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GENERAL SHEET NOTESLEGEND
PERIOD OF RECORD 1990 - 2004
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 400
EL. 420
EL. 410
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
1995 1996 1997 1998 1999
2000 2001 2002 2003
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
ZERO GUAGE DATUM IS: 399.54 NAVD88.2.
BREAK IN HYDROGRAPH INDICATES NO DATA AVAILABLE.1.
S
E N
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M -E
M P -1
A1 SCALE: NTS
M E
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N
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SHEET ID
®of Engineers
US Army Corps
U .S
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GENERAL SHEET NOTESLEGEND
PERIOD OF RECORD 2005 - 2019
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
EL. 470
EL. 460
EL. 450
EL. 440
EL. 430
EL. 420
EL. 410
EL. 400
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
FEBJAN MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FEBJAN MAR APR MAY JUN JUL…
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