A02DrawingsPart2_Part1.pdf
PDF 10 MB Posted
- Attached to
- Clarence Cannon SetbacK Federal contract opportunity
- Solicitation number
- W912P9-19-B-0001
About this file
Drawings Part 2-1
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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 | ||
| A02DrawingsPart1_Part1.pdf | ||
| A02DrawingsPart3.pdf | ||
| A02DrawingsPart1_Part2.pdf | ||
| A02CCNWRBermSetbackAdvspecs.pdf | ||
| A22W912P919B0001.pdf |
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C-116 C-117
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C-120 C-121
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C-126 C-127
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MATCHLINE - SEE SHEET C-120
M A
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B D
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ACCESS/HAUL ROAD
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
LIMITS
CONSTRUCTION
N 1,247,534
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N 1,247,217
E 739,298
N 1,246,948
E 739,249
N 1,246,611
E 739,300 N 1,246,604
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N 1,247,241
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N 1,247,308
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N 1,247,530
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N 1,247,765
E 740,127
N 1,247,907
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N 1,247,194
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N 1,246,973
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N 1,246,791
E 741,517
N 1,246,825
E 741,126 N 1,246,800
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N 1,246,436
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BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
MATCHLINE - SEE SHEET C-132
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
ACCESS ROAD RAISE & SURFACING TO BE BUILT BY OTHERS
CONSTRUCTION COMPLETE
CHANNEL REALIGNMENT BUILT BY OTHERS
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
ACCESS ROAD RAISE & SURFACING TO BE BUILT BY OTHERS
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
BERM DEGRADE 17 CENTERLINE
20 CENTERLINE
BERM DEGRADE
18 CENTERLINE
MEANDER RESTORATION M
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FOLLOWS EXISTING ROADWAY
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CONSTRUCTION COMPLETE
DRAINAGE STRUCTURE PS3 BUILT BY OTHERS
DRAINAGE STRUCTURE C2 ENTRANCE CHANNEL
STOP MEANDER CONSTRUCTION AT
CONSTRUCTION COMPLETE
DRAINAGE STRUCTURE C2 BUILT BY OTHERS
CONSTRUCTION COMPLETE
DRAINAGE STRUCTURES PS4 & BP2 BUILT BY OTHERS
DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg
2019/06/07
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C-113
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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
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MATCHLINE - SEE SHEET C-121
M A
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MEANDER RESTORATION 16 CENTERLINE
MEANDER RESTORATION 19 CENTERLINE
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BERM SETBACK CENTERLINE
M A
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RESTORATION BOTTOM
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CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,247,354
E 742,480
N 1,247,186
E 742,216
N 1,247,518
E 742,238
N 1,247,412
E 741,996
N 1,247,332
E 741,707
N 1,247,849
E 742,025
N 1,246,740
E 743,362
N 1,246,458
E 743,607
N 1,246,440
E 743,962
N 1,247,378
E 744,359
N 1,247,908
E 744,173
N 1,248,063
E 744,202
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BERM CROWN
BERM TOE
BERM TOE
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
DEGRADE LIMITS
BERM
BERM DEGRADE 18 CENTERLINE
BERM DEGRADE 17 CENTERLINE
BERM DEGRADE 20 CENTERLINE
BERM DEGRADE LIMITS
BERM DEGRADE 19 CENTERLINE
STABILITY BERM
BS 130+00
BS
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BERM DEGRADE LIMITS
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION BOTTOM
ACCESS/HAUL ROAD
THEN BD14 MAY BE USED AS AN
COMPLETED BY OTHERS. UNTIL
UNDER CONSTRUCTION ARE
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DO NOT DEGRADE BD14 UNTIL
M
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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
MATCHLINE - SEE SHEET C-134
MATCHLINE - SEE SHEET C-122
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
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E E S
H E
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M R
MR 19 55
+00
M R
M R
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M R
MR 19 80+00
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M R
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A
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P I
S T
A
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B D
B D
B D
B D
B D
P O
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A
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CONSTRUCTION LIMITS
N 1,246,894
E 744,776
N 1,246,930
E 744,985
N 1,247,325
E 744,931
N 1,247,487
E 745,078
N 1,247,535
E 745,359
N 1,247,402
E 745,619
N 1,247,604
E 745,657
N 1,247,717
E 745,947
N 1,247,362
E 746,530
N 1,247,203
E 746,544
N 1,246,688
E 746,539
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
18 CENTERLINE
BERM DEGRADE
19 CENTERLINE
BERM DEGRADE
19 CENTERLINE
MEADNER RESTORATION
MEANDER RESTORATION BOTTOM
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION TOP OF BANK
M
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L S P
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SCALE: 1" = 100'
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100' 200'0
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C-102
C-103
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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
MATCHLINE - SEE SHEET C-123
M A
T C
H L
IN
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- S
E E S
H E
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MATCHLINE - SEE SHEET C-135
MR 19 1
00+00
M R
MR 19 110+00
M R
MR
0+
POE
STA 1
+6 9.0
P I
S
TA
98+62.15
PI
STA 102+04.72
PI
STA 107+14.79
P I
S
TA
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P I
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.5
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PI
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M
IS
S
IS
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CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,246,939
E 747,484
N 1,246,626
E 747,482
N 1,247,138
E 747,615
N 1,247,309
E 747,901
N 1,247,740
E 747,976
N 1,247,850
E 748,225
N 1,248,061
E 748,189
N 1,247,899
E 748,469
N 1,247,904
E 748,810
N 1,247,693
E 748,959
N 1,247,460
E 748,925
N 1,247,411
E 748,577
19 CENTERLINE
MEANDER RESTORATION
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION BOTTOM
MAIN LEVEE DEGRADE LIMITS
MAIN LEVEE DEGRADE LIMITS
MAIN LEVEE DEGRADE CENTERLINE
S
E N
U M
B E
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A1
SITE PLAN
SCALE: 1" = 100'
N
100' 200'0
M E
A N
D E
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N
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0 4
43543
450450
450 450
440 440 440
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
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M A
T C
H L
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H E
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MEANDER RESTORATION 11 CENTERLINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,245,965
E 734,520
N 1,246,216
E 734,525
N 1,246,160
E 735,598
N 1,245,889
E 735,569
N 1,245,999
E 735,832
FLOW
BRYANTS CREEK
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
M R
M R
MR 11 2
5+00
P O
B
S T
A
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P I S
T A .5
M
IL
L S P
S
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U M
B E
R
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SITE PLAN
SCALE: 1" = 100'
N
100' 200'0
M E
A N
D E
R R
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T O
R A
T
IO
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B A
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S
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N E
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C E C
A N
N O
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N
C-130
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K S P
E
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K S P
E
AS ADVERTISED
W P -1
-B -0
M -E
M P -1
J U
N E
L
IC
IT
A T
IO
N N
O
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S
IG
N E
D B
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N
A
M A
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D A
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C O
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O
C H
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K E
D B
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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
435 435
435 435
43543
435435
445445
450 450
450 450
450450
440440
440 440 440 440
445 445
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
MATCHLINE - SEE SHEET C-125
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
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E E S
H E
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FLOW
BRYANTS CREEK
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SUMMER 2020
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
PUMP STATION GRADING TO BE BUILT BY OTHERS
DUCKS UNLIMITED PUMP STATION
EXISTING ROADWAY
12' WIDE. FOLLOWS
ACCESS/HAUL ROAD
COMPLETION : FALL 2019
OTHERS ESTIMATED
CONSTRUCTION BY
BERM RAISE UNDER
UNDERGROUND POWER LINE
M
IL
L S P
S
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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
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B A
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N E
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B
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W P -1
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M -E
M P -1
AS ADVERTISED
J U
N E
L
IC
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IO
N N
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S
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N
A
M A
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S
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D A
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C O
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O
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K E
D B
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A W
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S
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B
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G
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
F E
N G
IN
E E
R S
430 430 430 430
0 440
440440
440 440 440 440 440 440 4
440440
440440 440440
435 435 435 435 435 435 435 435
435435
435435
445445445445445445445445
450 450 450 450 450 450
450450450450450450450
440440
440440
440440
440 44
440 440 440
440 440 440
445 445 445 445 445
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
MATCHLINE - SEE SHEET C-126
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
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E E S
H E
E T C -1
CONSTRUCTION LIMITS
FLOW
BRYANTS CREEK
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
PUMP STATION GRADING TO BE BUILT BY OTHERS
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
PUMP STATION TO BE BUILT BY OTHERS
EXISTING ROADWAY
12' WIDE. FOLLOWS
ACCESS/HAUL ROAD
DATE OF CONSTRUCTION: FALL 2019
SPRING 2019 ANTICIPATED COMPLETION
START DATE OF CONSTRUCTION:
TO BE BUILT BY OTHERS ANTICIPATED
PUMP STATION ACCESS ROAD
ESTIMATED COMPLETION: FALL 2019
ESTIMATEDE START: SPRING 2019
EXISTING ROADWAY TO BE BUILT BY OTHERS
ACCESS/HAUL ROAD 12' WIDE. FOLLOWS
UNDERGROUND POWER LINE
M
IL
L S P
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
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B A
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IT
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L A
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C-132
B
D
IR
K S P
E
B
D
IR
K S P
E
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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N
A
M A
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S
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S U
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D A
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S
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E
B
C
D
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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
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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
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: SUMMER 2019
ANTICIPATED START DATE OF CONSTRUCTION: ONGOING
DRAINAGE STRUCTURE EMBANKMENT TO BE BUILT BY OTHERS
STRUCTURE PONDING AREA
INTO EXISTING DRAINAGE
TIE MEANDER RESTORATION
EXISTING ROADWAY
12' WIDE. FOLLOWS
ACCESS/HAUL ROAD
CENTERLINE
MEADNER 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
BASE ON GEOTEXTILE
12" CRUSH STONE
STONE SURFACING ON
PLACE 4" CRUSH
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
ANTICIPATED COMPLETION DATE: FALL 2019
ACCESS/HAUL ROAD TO BE BE BUILT BY OTHERS
E 744,214
N 1,245,452
COORDINATES:
BY OTHERS. APPROXIMATE
AT STONE SURFACING PLACED
TERMINATE STONE SURFACING
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
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B A
C K
B E
R M D
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R A
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S
C
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N N
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N E
N H
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M E
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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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C-133
B
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K S P
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W P -1
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M -E
M P -1
AS ADVERTISED
J
M
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L S P .E
J U
N E
9E6
C-501
C-406
L
IC
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A T
IO
N N
O
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S
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N E
D B
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D E
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N
A
M A
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T E
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D A
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C O
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S
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E
B
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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
STONE BASE ON GEOTEXTILE
SURFACING ON 12" CRUSH
PLACE 4" CRUSH STONE
M
IL
L S P
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
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T O
R A
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IO
N
B E
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B A
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N E
N H
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C E C
A N
N O
N N
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C-134
B
D
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K S P
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B
D
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W P -1
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M -E
M P -1
AS ADVERTISED
J U
N E
C-501
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L
IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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D E
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C O
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D B
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S
U E D
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B
C
D
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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
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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
STONE BASE ON GEOTEXTILE
SURFACING ON 12" CRUSH
PLACE 4" CRUSH STONE
CENTERLINE
MAIN LEVEE DEGRADE
MAIN LEVEE DEGRADE LIMITS
MAIN LEVEE DEGRADE LIMITS
TURNAROUND
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
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B A
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N N
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C-135
B
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M -E
M P -1
AS ADVERTISED
J
M
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J U
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C-501
C-403
L
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N N
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N
A
M A
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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
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US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
470470
470470
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
470470
470470
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
M
IL
L S P
S
E N
U M
B E
R
A1 100' 200'0
M
H A
N K
S P
E
C-201
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
HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 10'
10' 20'0
C E
N T
E R
L
IN
E S
T A
T
IO
N S
T
O
N
R A
M O
S E
IT
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K P
R O
F
IL
E S
BERM SETBACK PROFILES
AS ADVERTISED
J U
N E
V P I .4
E L
.0
0.00%
S T
A
.4
AT CENTERLINE OF NEW LEVEE
EXISTING (SURVEY) GRADE
0.00%
AT CENTERLINE OF NEW LEVEE
EXISTING (SURVEY) GRADE
BERM CROWN ELEVATION
BERM SETBACK TYPICAL SECTION 1
BERM CROWN ELEVATION
BERM SETBACK TYPICAL SECTION 1
S T
A
.4
SMOOTH
TRANSITIONBERM SETBACK TYPICAL SECTION 3
S T
A
.4
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
470470
470470
66+00 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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
470470
470470
94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
M
IL
L S P
S
E N
U M
B E
R
A1 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 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" = 100'
VERTICAL SCALE: 1" = 10'
10' 20'0
M
H A
N K
S P
E
C E
N T
E R
L
IN
E S
T A
T
IO
N S
T
O
C-202
B
D
IR
K S P
E
N
R A
M O
S E
IT
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K P
R O
F
IL
E S
BERM SETBACK PROFILES
AS ADVERTISED
J U
N E
0.00%
0.00%
S T
A
.7
BERM SETBACK
TYPICAL SECTION 1
AT CENTERLINE OF NEW LEVEE
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW LEVEE
EXISTING (SURVEY) GRADE
BERM CROWN ELEVATION
BERM SETBACK TYPICAL SECTION 2
BERM CROWN ELEVATION
BERM SETBACK TYPICAL SECTION 1
S T
A
.0
S T
A
.0
S T
A
.4
S T
A
.4
BERM SETBACK TYPICAL SECTION 2
SMOOTH TRANSITION
BERM SETBACK TYPICAL SECTION 1
SMOOTH TRANSITION
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
470470
470470
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
470470
470470
150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
M
IL
L S P
S
E N
U M
B E
R
A1 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 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" = 100'
VERTICAL SCALE: 1" = 10'
10' 20'0
M
H A
N K
S P
E
C-203
B
D
IR
K S P
E
C E
N T
E R
L
IN
E S
T A
T
IO
N S
T
O
N
R A
M O
S E
IT
W P -1
-B -0
M -E
M P -1
B
E R
M S
E T
B A
C K P
R O
F
IL
E S
BERM SETBACK PROFILES
AS ADVERTISED
J U
N E
0.00%
V P I .6
E L
.0
V P I .2
E L
.8
0.00% 0.60%
S T
A
.3
.2
AT CENTERLINE OF NEW LEVEE
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW LEVEE
EXISTING (SURVEY) GRADE
BERM CROWN ELEVATION
BERM SETBACK TYPICAL SECTION 2
BERM CROWN ELEVATION
BERM SETBACK TYPICAL SECTION 2S
T
A
.3
SMOOTH TRANSITION
BERM SETBACK TYPICAL SECTION 1
S T
A
.3
S T
A
.3
SMOOTH TRANSITION
S T
A
.1
BERM SETBACK TYPICAL SECTION 2
S T
A
.3
BERM SETBACK TYPICAL SECTION 2
SMOOTH TRANSITION
S T
A
.3
S T
A
.5
BERM SETBACK TYPICAL SECTION 1
SMOOTH TRANSITION
S T
A
.5
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 U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
10' 20'0
A1 SCALE: 1" = 100' 100' 200'0
M
H A
N K
S P
E
C-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
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: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
DRAINAGE STRUCTURES MSU7 TO BE BUILT BY OTHERS.
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 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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .2
E L
.2
V P I .1
E L
.0
V P I .7
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 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
450450
450450
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .4
E L
.0
0.00%
V P I .8
E L
.4
V P I .4
E L
.0
-2.00%
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
M
H A
N K
S P
E
C-205
B
D
IR
K S P
E
N
R A
M O
S E
IT
VERTICAL SCALE: 1" = 10'
10' 20'0
A1 SCALE: 1" = 100' 100' 200'0
C1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 2 PROFILE
VERTICAL SCALE: 1" = 10'
10' 20'0
MEANDER RESTORATION 3 PROFILES
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
S T
A T
IO
N
C E
N T
E R
L
IN
E R S
T A
T
IO
N
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 2 BOTTOM ELEVATION
MEANDER RESTORATION 3 BOTTOM ELEVATION
MEANDER RESTORATION 3 BOTTOM ELEVATION
RESTORATION 1
TIE INTO MEANDER
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
TIE INTO MEANDER RESTORATION 1
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
450450
450450
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
0.00%
V P I .0
E L
.2
V P I .2
E L
.0
-2.00% 0.00%
450450
450450
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .5
E L
.6
V P I .9
E L
.5
V P I .0
E L
.5
V P I .1
E L
.0
V P I .0
E L
.0
-2.00% 0.00% -0.33% 0.00%
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
M
H A
N K
S P
E
C-206
B
D
IR
K S P
E
10' 20'0
VERTICAL SCALE: 1" = 10'
10' 20'0
N
R A
M O
S E
IT
A1 SCALE: 1" = 100' 100' 200'0
C1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 4 PROFILE
MEANDER RESTORATION 5 PROFILES
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
C E
N T
E R
L
IN
E S
T A
T
IO
N
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 4 BOTTOM ELEVATION
MEANDER RESTORATION 5 BOTTOM ELEVATION
MEANDER RESTORATION 5 BOTTOM ELEVATION
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
AT CENTERLINE OF NEW MEANDER
EXISTING (SURVEY) GRADE
RESTORATION 1
TIE INTO MEANDER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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%
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
10' 20'0
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
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: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
DRAINAGE STRUCTURE NE2 TO BE BUILT BY OTHERS.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
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 .7
E L
.0
0.00%
V P I .1
E L
.3
V P I .1
E L
.0
V P I .5
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 32+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .5
E L
.1
V P I .3
E L
.0
V P I .7
E L
.0
V P I .6
E L
.7
V P I .2
E L
.7
V P I .7
E L
.5
-2.00% 0.00% -1.99% 0.00% -2.00%
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
10' 20'0
M
H A
N K
S P
E
C-208
B
D
IR
K S P
E
10' 20'0
10' 20'0
VERTICAL SCALE: 1" = 10'
N
R A
M O
S E
IT
A1 SCALE: 1" = 100' 100' 200'0
C1 SCALE: 1" = 100' 100' 200'0
E1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 8 PROFILE
MEANDER RESTORATION 9 PROFILE
MEANDER RESTORATION 10 PROFILE
M E
A N
D E
R R
E S
T O
R A
T
IO
N S
A N
D
P
R O
F
IL
E S
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 8 BOTTOM ELEVATION
MEANDER RESTORATION 9 BOTTOM ELEVATION
MEANDER RESTORATION 10 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
CONSTRUCTION COMPLETE
BUILT BY OTHERS.
DRAINAGE STRUCTURE SW2
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .5
E L
.7
V P I .0
E L
.0
V P I .8
E L
.0
V P I .8
E L
.7
-2.00% 0.00% -1.67% 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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .0
E L
.7
0.00%
450450
450450
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
CENTERLINE STATION
V P I .5
E L
.9
V P I .3
E L
.0
-2.00% 0.00%
M
IL
L S P
S
E N
U M
B E
R
M E
A N
D E
R R
E S
T O
R A
T
IO
N
B E
R M S
E T
B A
C K
B E
R M D
E G
R A
D E
S
C
H A
N N
E L
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
S T L
O U
IS
M O
S
P U
R C
E S
T R
E E
T
S T L
O U
IS
D
IS
T R
IC
T
VERTICAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
M
H A
N K
S P
E
C-209
B
D
IR
K S P
E
M E
A N
D E
R R
E S
T O
R A
T
IO
N S
A
N D
P
R O
F
IL
E S
10' 20'0
10' 20'0
N
R A
M O
S E
IT
A1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 11 PROFILES
E1 SCALE: 1" = 100' 100' 200'0
MEANDER RESTORATION 12 PROFILE
C E
N T
E R
L
IN
E S
T A
T
IO
N S
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
MEANDER RESTORATION 11 BOTTOM ELEVATION
MEANDER RESTORATION 11 BOTTOM ELEVATION
MEANDER RESTORATION 12 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
| M-EMP-15_C-126 |
| M-EMP-15_C-127 |
| M-EMP-15_C-128 |
| M-EMP-15_C-129 |
| M-EMP-15_C-130 |
| M-EMP-15_C-131 |
| M-EMP-15_C-132 |
| M-EMP-15_C-133 |
| M-EMP-15_C-134 |
| M-EMP-15_C-135 |
| M-EMP-15_C-201 |
| M-EMP-15_C-202 |
| M-EMP-15_C-203 |
| M-EMP-15_C-204 |
| M-EMP-15_C-205 |
| M-EMP-15_C-206 |
| M-EMP-15_C-207 |
| M-EMP-15_C-208 |
| M-EMP-15_C-209 |
| M-EMP-15_C-210 |
| M-EMP-15_C-211 |
| M-EMP-15_C-212 |
| M-EMP-15_C-213 |
| M-EMP-15_C-214 |
| M-EMP-15_C-215 |
| M-EMP-15_C-216 |
| M-EMP-15_C-301TYP |
| M-EMP-15_C-302TYP |
File details come from the government source that posted it.