MEMP15DrawingsAdment02_Part2.pdf
PDF 6 MB Posted
- Attached to
- Clarence Cannon SetbacK Federal contract opportunity
- Solicitation number
- W912P9-19-B-0001
About this file
MEMP15 Drawings Part 2 of 3
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01._BID_SUMMARY_SHEET..pdf | ||
| MEMP15DrawingsAdment02_Part3.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 | ||
| A02DrawingsPart3.pdf | ||
| A02DrawingsPart1_Part2.pdf | ||
| A02CCNWRBermSetbackAdvspecs.pdf | ||
| A22W912P919B0001.pdf |
Show all 17
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
0 440
440440
0 440
430 430
430430
430430
435 435 435
435 435
435435435435
435435
445445445445445445
450 450 450 450 450 450
450450450450450
440440440
440 4
440 440
440440
0 440
440 440
440 440 440 440
445 445 445 445 445
445 445 445
445 445
445445445
C-102
C-103
C-104 C-105
C-106 C-107 C-108
C-109 C-110 C-111 C-112
C-113
C-114 C-115
C-116 C-117
C-118 C-119
C-120 C-121
C-122 C-123
C-124 C-125
C-126 C-127
C-128
C-129
C-130 C-131 C-132 C-133 C-134 C-135
C-101
BD 17
MATCHLINE - SEE SHEET C-127
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
MEANDER RESTORATION 18 CENTERLINE
BERM SETBACK CENTERLINE
M A
T C
H L
IN
E S
E E S
H E
E T C -1
M R
M R
M R
M R
P O E
S T A 6+
.1
P I
S T
A
.6
P I
S T
A
.2
P I
S T
A
.7
BD 14 75+00
BD 14 80+00
POE
STA 84+73.15
PI
STA
+4 4.5
PI
STA 14
8+6
4.32
P I
S T
A
.5
PI
STA 2
1+
.39
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,246,200
E 741,897
N 1,245,784
E 742,615
N 1,245,710
E 743,030
N 1,245,423
E 743,317 N 1,245,404
E 743,546
N 1,246,052
E 743,647
N 1,246,090
E 743,969
N 1,245,419
E 744,088
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BERM CROWN
BERM
STABILITY
BERM TOE
BERM DEGRADE LIMITS
STRUCTURE PONDING AREA
INTO EXISTING DRAINAGE
TIE MEANDER RESTORATION
EXISTING ROADWAY
12' WIDE. FOLLOWS
ACCESS/HAUL ROAD
CENTERLINE
MEANDER RESTORATION 20
B S
BS
0+
EXISTING ROADWAY
12' WIDE. FOLLOWS
ACCESS/HAUL ROAD
STRUCTURE
DRAINAGE
EXISTING
MEANDER RESTORATION BOTTOM
TOP OF BANK
MEANDER RESTORATION
BERM TOE
STABILITY
BERM ACCESS RAMP 6
BERM ACCESS RAMP 7
BERM ACCESS RAMP 8
ACCESS/HAUL ROAD
THEN BD14 MAY BE USED AS AN
COMPLETED BY OTHERS. UNTIL
UNDER CONSTRUCTION ARE
NOTED ACCESS/HAUL ROADS
DO NOT DEGRADE BD14 UNTIL
E 744,214
N 1,245,452
COORDINATES:
BY OTHERS. APPROXIMATE
AT STONE SURFACING PLACED
TERMINATE STONE SURFACING
12" CRUSH STONE BASE
STONE SURFACING ON
PLACE 4" CRUSH
ANTICIPATED COMPLETION DATE: SPRING 2020
ACCESS/HAUL ROAD TO BE BUILT BY OTHERS
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2020
START DATE OF CONSTRUCTION: ONGOING
DRAINAGE STRUCTURE EMBANKMENT TO BE BUILT BY OTHERS
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg
2019/07/08
A
N S I
D
F
IL
E N
U M
B E
R
A1
SITE PLAN
SCALE: 1" = 100'
N
100' 200'0
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 R
U C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
S
IT
E P
L A
N
C-133
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J
M
IL
L S P .E
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
M
H A
N K
S P .E
B
D
IR
K S P .E
B
D
IR
K S P .E
E6
C-501
C-406
A1
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
430 430
430 430
430 430
430430
430430
430430430
435 435 435 435
435 435
435 435 435
435435
435435
445445445445
450 450
450 450 450 450
450450
450450
440440
440440
440 440 440 440 440
4404404
440 440 440 440
440 440 440 440
445 445
445 445
445 445
445 445
445445
445445
C-102
C-103
C-104 C-105
C-106 C-107 C-108
C-109 C-110 C-111 C-112
C-113
C-114 C-115
C-116 C-117
C-118 C-119
C-120 C-121
C-122 C-123
C-124 C-125
C-126 C-127
C-128
C-129
C-130 C-131 C-132 C-133 C-134 C-135
C-101
MR 20
BD 19
MATCHLINE - SEE SHEET C-128
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
BERM SETBACK CENTERLINE
MEANDER RESTORATION 20 CENTERLINE
P O
E
S T
A
.5
CONSTRUCTION LIMITS
N 1,245,346
E 747,055
FLOW
BRYANTS CREEK
B S
M R
+0
M R
M R
M R
M R
M R
P I
S T
A
.4
P I
S T
A
.4
P I
S T
A
.7
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION BOTTOM
MEANDER RESTORATION BOTTOM
CRUSH STONE BASE
SURFACING ON 12"
PLACE 4" CRUSH STONE
2019/07/05
J
M
IL
L S P .E
S
E N
U M
B E
R
A1
SITE PLAN
SCALE: 1" = 100'
N
100' 200'0
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 R
U C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
S
IT
E P
L A
N
C-134
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
M
H A
N K
S P .E
B
D
IR
K S P .E
B
D
IR
K S P .E
C-501
E6
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
450 450 450 450
450450450
440 440
440 440
445 445 445
C-102
C-103
C-104 C-105
C-106 C-107 C-108
C-109 C-110 C-111 C-112
C-113
C-114 C-115
C-116 C-117
C-118 C-119
C-120 C-121
C-122 C-123
C-124 C-125
C-126 C-127
C-128
C-129
C-130 C-131 C-132 C-133 C-134 C-135
C-101
LEVEE DEGRADE
MATCHLINE - SEE SHEET C-129
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
MEANDER RESTORATION 20 CENTERLINE
M
IS
S
IS
S
IP
P I R
IV
E
R
F L
O W
M R
M R
M R
M R
M R
P O
E
S T
A
.3
P I
S T
A
.0
P I
S T
A
.8
LD 2
0+0
LD 25
+00
LD 30
+00
POE
STA 32
+44 .43
PI
STA 24
+37 .54
PI
STA 28
+46 .12
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,245,296
E 747,515
N 1,245,094
E 747,931
N 1,245,022
E 748,168
N 1,245,038
E 748,383
N 1,245,046
E 749,184
N 1,245,048
E 748,832
N 1,245,166
E 749,209
N 1,245,212
E 749,358
N 1,245,518
E 749,302
N 1,245,496
E 749,103
N 1,246,004
E 748,999
TOE
TURNAROUND
TURNAROUND
TOP OF
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION BOTTOM
CENTERLINE
MAIN LEVEE DEGRADE
MAIN LEVEE DEGRADE LIMITS
MAIN LEVEE DEGRADE LIMITS
TURNAROUND
CRUSH STONE BASE
SURFACING ON 12"
PLACE 4" CRUSH STONE
2019/07/03
2019/07/03
S
E N
U M
B E
R
A1
SITE PLAN
SCALE: 1" = 100'
N
100' 200'0
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 R
U C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
S
IT
E P
L A
N
C-135
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J
M
IL
L S P .E
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
M
H A
N K
S P .E
B
D
IR
K S P .E
B
D
IR
K S P .E
E6
C-501
C-403
A1
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
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 .7
E L
.1
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 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
0.00%
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
V P I .0
E L
.0
V P I .0
E L
.0
V P I .7
E L
.0
V P I .7
E L
.5
0 V P I .7
E L
.5
0.00% -2.00%
0.00% -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 R
U 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-204
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N P
R O
F
IL
E S
N
R A
M O
S E
IT
MEANDER RESTORATION 1 PROFILES
C E
N T
E R
L
IN
E S
T A
T
IO
N
T
O
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
MEANDER RESTORATION 1 BOTTOM ELEVATION
MEANDER RESTORATION 1 BOTTOM ELEVATION
MEANDER RESTORATION 1 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
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SPRING 2020
ANTICIPATED START DATE OF CONSTRUCTION: FALL 2019
DRAINAGE STRUCTURES MSU7 TO BE BUILT BY OTHERS.
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
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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .6
E L
.7
V P I .3
E L
.0
V P I .6
E L
.0
-2.00% 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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .2
E L
.3
V P I .2
E L
.0
V P I .2
E L
.0
-2.00% 0.00%
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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
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%
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 R
U 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-207
B
D
IR
K S P
E
C1 SCALE: 1" = 100' 100' 200'0
10' 20'0
N
R A
M O
S E
IT
10' 20'0
A1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 6 PROFILE
MEANDER RESTORATION 5 PROFILE
E1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 7 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
J
M
IL
L S P .E
AS ADVERTISED
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
MEANDER RESTORATION 5 BOTTOM ELEVATION
MEANDER RESTORATION 6 BOTTOM ELEVATION
MEANDER RESTORATION 7 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORATION 5
TIE INTO MEANDER
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORATION 5
TIE INTO MEANDER
GRAVITY DRAIN ENTRANCE CHANNEL
STOP MEANDER CONSTRUCTION AT
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SUMMER 2020
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2020
DRAINAGE STRUCTURE NE2 TO BE BUILT BY OTHERS.
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
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
STABILITY BERM TOE
1V:50H
1V:50H 1V:2H
SEEDING REQUIRED.
EVENLY OVER EMBANKMENT MATERIAL.
SPREAD SUITABLE STRIPPED MATERIAL
STRIPPING REQUIRED.
STRIPPING REQUIREDSEEDING REQUIRED.
SPREAD SUITABLE STRIPPED MATERIAL EVENLY OVER EMBANKMENT MATERIAL.
STRIPPING REQUIRED.
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
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
10'
EMBANKMENT
BERM
1V:3H
1V:2H
SEEDING REQUIRED.
EVENLY OVER EMBANKMENT MATERIAL.
SPREAD SUITABLE STRIPPED MATERIAL
STRIPPING REQUIRED.
STRIPPING REQUIRED.SEEDING REQUIRED.
SPREAD SUITABLE STRIPPED MATERIAL EVENLY OVER EMBANKMENT MATERIAL.
STRIPPING REQUIRED.
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
M
IL
L S P
S
E N
U M
B E
R
C-301
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 R
U 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
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
M
H A
N K
S P
E
B
D
IR
K S P
E
B
D
IR
K S P
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.
12" CRUSHED STONE BASE
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 R
U 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
C-302
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
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
M
H A
N K
S P
E
B
D
IR
K S P
E
B
D
IR
K S P
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
WITH RANDOM FILL
FILL EXISTING DITCH/CHANNEL
SEE NOTE 1
BERM DEGRADE LIMITS
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.
MATERIAL EVENLY OVER EXCAVATED AREA.
SEEDING NOT REQUIRED. SPREAD STRIPPED
STRIPPING NOT REQUIRED.
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
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. SEEDING NOT REQUIRED.
SEEDING NOT REQUIRED
STRIPPING NOT REQUIRED
AS TOPSOIL OVER EMBANKMENT MATERIAL
SPREAD SUITABLE STRIPPED MATERIAL EVENLY
STRIPPING REQUIRED. SEEDING NOT REQUIRED.
MATERIAL EVENLY OVER EXCAVATED AREA.
SEEDING NOT REQUIRED. SPREAD STRIPPED
STRIPPING NOT REQUIRED.
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. SEEDING NOT 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
AS TOPSOIL OVER EMBANKMENT MATERIAL
SPREAD SUITABLE STRIPPED MATERIAL EVENLY
STRIPPING REQUIRED. SEEDING 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
SEEDING NOT REQUIRED
STRIPPING NOT 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
C-303
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 R
U 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
J
M
IL
L S P .E
J U
N E
M
H A
N K
S P
E
B
D
IR
K S P
E
B
D
IR
K S P
E
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.
SEEDING.
DEGRADE AREA. AREAS WHERE MATERIAL IS WASTED DO NOT REQUIRE
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 U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
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
S
E N
U M
B E
R
A2 SCALE: 1" = 10' 10' 20'0 C-304
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 R
U 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
1V:2H
BERM DESIGN GRADE
1V:4 H
BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:2H
ELEV 451.00
BERM DESIGN GRADE
1V:4 H
ELEV 445.40
1V:4H
1V:50H 1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
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
M
H A
N K
S P
E
B
D
IR
K S P
E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
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 R
U 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
1V:2H
1V:4H1V:50H
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT EXISTING (SURVEY) GRADE
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
1V:2H
1V:4H
EXISTING (SURVEY) GRADE
BERM CROWN - 10'
BERM CROWN - 10'
BERM CROWN - 10'
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
ELEV 445.40
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 R
U 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
1V:4H
EXISTING (SURVEY) GRADE
1V:50H
1V:4H
BERM EMBANKMENT
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
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
1V:50H
1V:50H
BERM DEGRADE DESIGN GRADE
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
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
ELEV 445.40
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 R
U 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
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 1V:2H
1V:4H
EXISTING (SURVEY) GRADE
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
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
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 R
U 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
1V:2H
1V:4H
EXISTING (SURVEY) GRADEBERM EMBANKMENT
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:2H
1V:4H
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
1V:2H
1V:4H
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM CROWN - 10'
BERM CROWN - 10'
BERM CROWN - 10'
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
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 R
U 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
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
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
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
1V:50HELEV 445.40
1V:50HELEV 445.40
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
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 R
U 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
EXISTING (SURVEY) GRADE
1V:4H
BERM EMBANKMENT
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
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
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
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
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 R
U 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
C-311
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
BERM EMBANKMENT
1V:2H 1V:4H
1V:4H
ELEV 451.00
1V:4 H
BERM DESIGN GRADE
BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:2H 1V:4H
ELEV 451.00
1V:4H1V:4 H
BERM DESIGN GRADE
EXCAVATE BERM EMBANKMENT EXISTING (SURVEY) GRADE
1V:4H 1V:2H
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
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
B
D
IR
K S P
E
M
H A
N K
S P
E
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING ON
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 R
U 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
C-312
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
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
ELEV 451.00
1V:4H1V:4 H
BERM DESIGN GRADE
BERM DESIGN GRADE
1V:4 H
ELEV 451.00
1V:4H 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
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
B
D
IR
K S P
E
M
H A
N K
S P
E
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
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 R
U 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
C-313
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
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
1V:2H 1V:4H
BERM CROWN - 10'
STABILITY BERM - 20'
STABILITY BERM - 20'
BERM CROWN - 10'
J U
N E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
B
D
IR
K S P .E
M
H A
N K
S P .E
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
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
12" LIFTS MAX
EMBANKMENT
BERM DESIGN GRADE
EXCAVATION/BENCHING
VARIES
1V
:VARIE
S
M A
X
M
IN
EXISTING LEVEE GRADE
1V :2H
1V:2H
MATCH EXISTING CROWN WIDTH
RUTS AND DEPRESSIONS
FILL AND COMPACT EXISTING
ON 12" CRUSHED STONE BASE
4" CRUSHED STONE SURFACING
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
SIGN
OVERBUILD TO INSTALL
BERM CROWN
NET BERM SECTION
SEE SHEET GENERAL NOTES
MUTCD W1-7
M
IL
L S P
S
E N
U M
B E
R
C-501
S L
A N
G E
N D
O R
F 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 R
U C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
A2
E2 E6
BENCHING DETAIL
SCALE: 1" = 5'NTS
SCALE: 1" = 10'
TURNOUT DETAIL
10' 20'0
0 5' 10'
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
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
AS ADVERTISED
J U
N E
M
H A
N K
S P .E
B
D
IR
K S P .E
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
SIGNING.
903.03BL AND MODOT STANDARD SPECIFICATIONS (2018) 903, HIGHWAY
TRANSPORTATION (MODOT), STANDARD DRAWINGS (2018) 903.02AN AND
SIGN TO MEET THE REQUIREMENTS OF MISSOURI DEPARTMENT OF 2.
WHERE NEW SETBACK BERM TIES INTO EXISTING LEVEES.
IN ACCORDANCE WITH THE SPECIFICATIONS, BENCHING DETAIL TO BE USED 1.
| M-EMP-15_C-133 |
| M-EMP-15_C-134 |
| M-EMP-15_C-135 |
| M-EMP-15_C-204 |
| M-EMP-15_C-207 |
| M-EMP-15_C-301TYP |
| M-EMP-15_C-302TYP |
| M-EMP-15_C-303TYP |
| M-EMP-15_C-304 |
| M-EMP-15_C-305 |
File details come from the government source that posted it.