A02DrawingsPart1_Part2.pdf
PDF 10 MB Posted
- Attached to
- Clarence Cannon SetbacK Federal contract opportunity
- Solicitation number
- W912P9-19-B-0001
About this file
Drawings Part 1-2
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B01._BID_SUMMARY_SHEET..pdf | ||
| MEMP15DrawingsAdment02_Part1.pdf | ||
| MEMP15DrawingsAdment02_Part3.pdf | ||
| MEMP15DrawingsAdment02_Part2.pdf | ||
| CCNWRSetbackQuestions.pdf | ||
| A22W912P919B0001Amendment02.pdf | ||
| 2amspecs.pdf | ||
| CCNWRLiDAROpt.pdf | ||
| A24Amendment01.pdf | ||
| ContractorSignInSheet.pdf | ||
| CCNWRConstructionStatusJune2019Opt.pdf | ||
| A02DrawingsPart2_Part2.pdf | ||
| A02DrawingsPart2_Part1.pdf | ||
| A02DrawingsPart1_Part1.pdf | ||
| A02DrawingsPart3.pdf | ||
| A02CCNWRBermSetbackAdvspecs.pdf | ||
| A22W912P919B0001.pdf |
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MEANDER RESTORATION 8 CENTERLINE
MEANDER RESTORATION 4 CENTERLINE
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PI
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CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,252,777
E 737,807
N 1,252,814
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N 1,252,681
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N 1,252,380
E 738,022
N 1,252,233
E 738,237
N 1,251,905
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N 1,251,738
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N 1,252,100
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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
BERM DEGRADE LIMITS
BERM DEGRADE 10 CENTERLINE
BERM DEGRADE LIMITS
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2019/06/07
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C-120 C-121
C-122 C-123
C-124 C-125
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MEANDER RESTORATION 5 CENTERLINE
MEANDER RESTORATION 8 CENTERLINE
MEANDER RESTORATION 7 CENTERLINE
M R
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MR 5
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MR 5 55+00
M R
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MEANDER RESTORATION BOTTOM
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,251,677
E 739,647
N 1,251,952
E 739,373
N 1,252,398
E 739,225
N 1,252,507
E 739,094
N 1,253,209
E 740,359
N 1,252,732
E 740,552
N 1,252,494
E 741,299
N 1,252,509
E 740,473
N 1,251,616
E 740,539
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BERM TOE
STABILITY BERM
BERM TOE
BERM CROWN
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
BERM DEGRADE 12 CENTERLINE
BERM DEGRADE LIMITS
B S
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SCALE: 1" = 100'
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C-118 C-119
C-120 C-121
C-122 C-123
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MATCHLINE - SEE SHEET C-108
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CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,252,046
E 743,007
N 1,251,943
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N 1,251,674
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N 1,251,831
E 743,319
N 1,251,693
E 743,421
N 1,252,270
E 743,643
N 1,252,834
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N 1,253,011
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BERM TURNOUT 2
BERM TOE
BERM TOE
BERM CROWN
BERM DEGRADE LIMITS
BERM DEGRADE 14 CENTERLINE
STABILITY BERM
BERM SETBACK CENTERLINE
B S
B S
B S
B S 5+
CONTRACTOR TO PROVIDE SALVAGED BRIDGE TO USFWS.
REMOVE AND SALVAGE EXISTING TEMPORARY BRIDGE.
2019/06/10
2019/06/10
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0 4
440 440
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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-119
M A
T C
H L
IN
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E E S
H E
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MATCHLINE - SEE SHEET C-111
MEANDER RESTORATION 1 CENTERLINE
MR 1 9
0+00
M R
B D
PI
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P O
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T A
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P I S T
A
.2
P O
B S T A
.0
P I S T
A
.1
STAGING AREA
CONSTRUCTION LIMITS
N 1,251,122
E 736,103
N 1,251,056
E 736,268
N 1,251,276
E 737,017
N 1,251,478
E 737,891
N 1,251,314
E 736,480
N 1,251,424
E 736,237
N 1,250,454
E 737,924
N 1,250,454
E 738,258
N 1,250,649
E 737,924
N 1,250,655
E 737,664
N 1,250,819
E 737,668
N 1,250,809
E 737,673
N 1,250,660
E 737,669 N 1,250,648
E 738,179
N 1,250,797
E 738,179
CONSTRUCTION LIMIT
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
BERM DEGRADE 10 CENTERLINE
FOLLOWS EXISTING FIELD ROAD
ACCESS ROAD/HAUL ROAD 20' WIDE.
FOLLOWS EXISTING ROADWAY
ACCESS ROAD/HAUL ROAD 12' WIDE.
FOLLOWS EXISTING ROADWAY
ACCESS ROAD/HAUL ROAD 20' WIDE.
FOLLOWS EXISTING ROADWAY
ACCESS ROAD/HAUL ROAD 12' WIDE.
AREA TO A MAX HEIGHT OF 5'.
FROM BERM DEGRADES IN DISPOSAL
STOCKPILE ONLY STONE SURFACING
DISPOSAL AREA
ENTRANCE CHANNEL
GRAVITY DRAIN STRUCTURE MSU7
STOP MEANDER CONSTRUCTION AT
DATE OF CONSTRUCTION: SUMMER 2019
CONSTRUCTION ONGOING. ANTICIPATED COMPLETION
DRAINAGE STRUCTURE PS1 TO BE BUILT BY OTHERS
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
DRAINAGE STRUCTURES (MSU7 & NW2) TO BE BUILT BY OTHERS
M
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SCALE: 1" = 100'
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100' 200'0
M E
A N
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440440
440440
440440
440 440
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-120
M A
T C
H L
IN
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E E S
H E
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MATCHLINE - SEE SHEET C-112
M A
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H L
IN
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H E
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MEANDER RESTORATION 5 CENTERLINE
MEANDER RESTORATION 9 CENTERLINE
MEANDER RESTORATION 16 CENTERLINE
PO
B
STA
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MR 16 15+00
PI
STA 1
3+9
5.59
B D
P O
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S T
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P I
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A
.1
20' WIDE. FOLLOWS EXISITNG ROADWAY
ACCESS/HAUL ROAD
12' WIDE. FOLLOWS EXISITNG ROADWAY
ACCESS/HAUL ROAD
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,250,178
E 741,153
N 1,250,172
E 740,906
N 1,249,934
E 741,282
N 1,250,706
E 741,051
N 1,250,916
E 741,055
N 1,250,921
E 740,986
N 1,251,185
E 740,997
N 1,251,430
E 740,935
N 1,250,733
E 740,249
N 1,250,864
E 740,280
N 1,251,433
E 740,231
N 1,251,425
E 740,114
N 1,250,887
E 739,895
N 1,250,978
E 739,659
N 1,251,569
E 739,891
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
STABILITY BERM DEGRADE 12 CENTERLINE
DRAINAGE STRUCTURE ENTRANCE CHANNEL
STOP MEANDER CONSTRUCTION AT
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 13 CENTERLINE
BERM DEGRADE LIMITS
M R
M R 5+
MR 5 80+00
POE
STA 84+26.86
MR 9
+0
M R
POB
STA 10+00.00
P O
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T A
.5
PI
STA
+8 0.
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
DRAINAGE STRUCTURE NE2 TO BE BUILT BY OTHERS
M
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B E
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A1
SITE PLAN
SCALE: 1" = 100'
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100' 200'0
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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
44044
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
MATCHLINE - SEE SHEET C-121
M A
T C
H L
IN
E S
E E S
H E
E T C -1
MATCHLINE - SEE SHEET C-113
M A
T C
H L
IN
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- S
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H E
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BERM SETBACK CENTERLINE
BERM DEGRADE 14 CENTERLINE
BD 14 25+00
BD 14 30+00
BD 14 35+00
PI
STA 9
8+
.23
BS 90+
BS 95+00
P I
S T
A
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B D
B D
P O
B
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A
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20' WIDE. FOLLOWS EXISTING ROADWAY
ACCESS/HAUL ROAD
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,250,258
E 744,459
N 1,250,497
E 744,344N 1,250,542
E 743,645
N 1,250,390
E 743,400
N 1,250,565
E 743,322
N 1,250,569
E 743,211
N 1,250,714
E 743,216
N 1,250,785
E 743,420
N 1,250,693
E 743,645
N 1,251,273
E 743,411
BERM ACCESS 2
BERM TOE
BERM CROWN
BERM TOE
BERM DEGRADE 15 CENTERLINE
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
BS
0+
B S
0STABILITY BERM
POB
STA 10+00.00
CENTERLINE
MEANDER RESTORATION 17
BERM ACCESS RAMP 3
BERM ACCESS RAMP 4
BERM ACCESS RAMP 5ACCESS/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
M
IL
L S P
S
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U M
B E
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A1
SITE PLAN
SCALE: 1" = 100'
N
100' 200'0
M E
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IO
N
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M -E
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AS ADVERTISED
J U
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C-402
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C-406
A1
L
IC
IT
A T
IO
N N
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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
0 4
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
M A
T C
H L
IN
E
- S
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H E
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MATCHLINE - SEE SHEET C-122
M
ISSISSIPPI RIVER
FLO
W
P I
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BD
5+
B D
B D
B D
B D
P I
S T A .5
P I
S T A .2
P I
S T
A
.0
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,250,271
E 746,495
N 1,250,114
E 746,344
N 1,250,009
E 744,838
N 1,250,109
E 744,610
N 1,250,309
E 744,940
N 1,250,646
E 744,623
BERM DEGRADE 15 CENTERLINE
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
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
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IO
N
B E
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AS ADVERTISED
J U
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IO
N N
O
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IG
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D B
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N
A
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D B
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D A
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C O
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C H
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D B
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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
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
MATCHLINE - SEE SHEET C-124
M A
T C
H L
IN
E S
E E S
H E
E T C -1
P O
B
S T A 0+
.0
20' WIDE. FOLLOWS EXISTING ROADWAY
ACCESS/HAUL ROAD
10 CENTERLINE
MEANDER RESTORATION
N 1,248,186
E 735,663
N 1,248,354
E 735,853
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
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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IO
N E
N H
A N
C E
M E
N T
C L
A R
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C E C
A N
N O
N N
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IO
N A
L W
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C-118
B
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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
L
IC
IT
A T
IO
N N
O
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S
IG
N E
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N
A
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C
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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 4
440440440
440440
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
MATCHLINE - SEE SHEET C-114
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
MEANDER RESTORATION 22 CENTERLINE
MEANDER RESTORATION 12 CENTERLINE
MEANDER RESTORATION 13 CENTERLINE
POB
STA 1
0+
.00
MR 22 15+00
MR
+0
PI
STA 13+59.53
PI
STA 16+14.50
PO
B
STA
+0 0.
M R 5+
MR 12 20+00
PI
STA 1
8+9
2.5
POB
STA 10+00.00
MR 13 15+00
12' WIDE. FOLLOWS EXISTING ROADWAY
ACCESS/HAUL ROAD
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,248,734
E 738,466
N 1,248,728
E 738,752
N 1,248,481
E 738,029
N 1,249,202
E 737,577
N 1,249,077
E 737,362
N 1,248,479
E 737,728
N 1,248,493
E 737,120
N 1,248,705
E 737,138
N 1,248,705
E 737,189
N 1,249,089
E 737,096
N 1,249,019
E 736,877
N 1,248,505
E 736,842
N 1,248,147
E 737,008
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
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
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
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H A
B
IT
A T R
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A B
IL
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A T
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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
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S T L
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M
H A
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S P
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C-119
B
D
IR
K S P
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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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IO
N
A
M A
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D B
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D A
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D B
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S
U E D
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E
B
C
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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
440440440
0 4
440440
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
MATCHLINE - SEE SHEET C-115
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
MEANDER RESTORATION 14 CENTERLINE
MEANDER RESTORATION 16 CENTERLINE
P I
S T A .6
M R
+0
M R
MR 1
4 2
5+0
PO
B
STA
+0 0.
P I
S
TA
0+
.1
PI
STA 27+47.17
MR 16 20+00
M R
+0
M R
+0
PI
STA 18+54.33
PI
STA 20+80.17
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,249,195
E 741,251 N 1,249,220
E 740,950
N 1,249,220
E 740,917
N 1,248,142
E 740,839
N 1,248,843
E 740,622
N 1,249,036
E 740,338
N 1,248,679
E 740,393
N 1,248,892
E 740,078
N 1,248,215
E 740,533
N 1,248,109
E 740,030
N 1,249,427
E 739,746
N 1,249,558
E 739,952
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
ANTICIPATED COMPLETION DATE OF CONSTRUCTION: FALL 2019
ANTICIPATED START DATE OF CONSTRUCTION: SPRING 2019
ACCESS ROAD RAISE & SURFACING TO BE BUILT BY OTHERS
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
E T
B A
C K
B E
R M D
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R A
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S
C
H A
N N
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H A
B
IT
A T R
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A B
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A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
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C E C
A N
N O
N N
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L
IF
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M
H A
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L A
N
C-120
B
D
IR
K S P
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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
R
IP
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IO
N
A
M A
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S
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S U
B M
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T E
D B
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D A
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C O
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C T N
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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
440440
0 440
0 440
440440
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-127
M A
T C
H L
IN
E S
E E S
H E
E T C -1
MATCHLINE - SEE SHEET C-116
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
BERM SETBACK CENTERLINE
MEANDER RESTORATION 17 CENTERLINE
MEANDER RESTORATION 15 CENTERLINE
MEANDER RESTORATION 16 CENTERLINE 19 CENTERLINE
MEANDER RESTORATION
BD 14 40+00
BD 14 45+00
BD 14 50+00
BD 14 55+00
P I
S T
A
.4
MR 17 15+00
M R 17 20+00
MR 17 25+00
PI
STA 19+08.05
MR 16
35+0
PI
STA 3
4+3
0.9
MR 15 15+00
MR 15 20+00
M R 15 25+00
POB
STA 10+00.00
PI
STA 21+20.00
PI
STA 1
08+
92.
PI
STA 119+85.20
P O
B
S T
A
.0
M R
M R
PI
STA 32+14.32
MEANDER RESTORATION BOTTOM
MEANDER RESTORATION TOP OF BANK
BERM TOE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,249,737
E 742,151 N 1,249,718
E 742,388
N 1,249,233
E 742,078
N 1,248,911
E 741,959
N 1,248,905
E 742,287
N 1,248,339
E 741,876
N 1,248,617
E 742,814
N 1,249,553
E 742,852
N 1,249,546
E 743,109
N 1,248,410
E 743,056
N 1,249,694
E 744,319
N 1,249,317
E 744,388
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
BERM TOE
BERM CROWN
BERM DEGRADE LIMITS
BERM TURNOUT 3
16 CENTERLINE
BERM DEGRADE
BS 110
+00
BS 115+00
BS 120+00
B S
STABILITY BERM
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
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
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
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H A
B
IT
A T R
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A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
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D
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IF
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E F
U G
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S T L
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M O
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P U
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T R
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S T L
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D
IS
T R
IC
T
M
H A
N K
S P
E S
IT
E P
L A
N
C-121
B
D
IR
K S P
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B
D
IR
K S P
E
W P -1
-B -0
M -E
M P -1
AS ADVERTISED
J U
N E
C-501
A2
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
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-128
M A
T C
H L
IN
E S
E E S
H E
E T C -1
MATCHLINE - SEE SHEET C-117
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
MEANDER RESTORATION 19 CENTERLINE
REMOVE EXISTING STRUCTURE
B D
P O
E
S T
A
.4
P I
S T
A
.7
POB
STA 10+00.00
M R
M R
PI
STA 13+83.64
B D
B D
P I
S T A .7
P I
S T A .2
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,249,337
E 745,688
N 1,248,918
E 745,683
BERM DEGRADE 16 CENTERLINE
BERM DEGRADE LIMITS
BERM DEGRADE LIMITS
BERM DEGRADE 15 CENTERLINE
DEGRADE LIMITS
BERM
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION TOP OF BANK
MEANDER RESTORATION BOTTOM
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
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
H A
N K
S P
E S
IT
E P
L A
N
C-122
B
D
IR
K S P
E
B
D
IR
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
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
5 4
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
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
MATCHLINE - SEE SHEET C-129
POB
STA 0
+00 .00
P I
S T
A
.0
B D
P O
E
S T
A
.7
P I
S T A .7
P I
S T
A .3
REMOVE EXISTING STORM DRAINAGE CULVERTS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
M
IS
S
IS
S
IP
P I R
IV
E R
F L O
W
N 1,249,477
E 747,506
N 1,249,160
E 747,799
N 1,249,135
E 747,987
N 1,249,357
E 747,914
BERM DEGRADE LIMITS
DEGRADE LIMITS
BERM
DEGRADE 15 CENTERLINE
BERM
CENTERLINE
LEVEE DEGRADE
N 1,248,121
E 748,400
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
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
H A
N K
S P
E S
IT
E P
L A
N
C-123
B
D
IR
K S P
E
B
D
IR
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
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
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
MATCHLINE - SEE SHEET C-130
M A
T C
H L
IN
E S
E E S
H E
E T C -1
MACTHLINE - SEE SHEET C-118
MEANDER RESTORATION 11 CENTERLINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,246,542
E 735,670
N 1,246,670
E 735,886
N 1,246,397
E 735,910
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
P
IS
T A .7
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
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
H A
N K
S P
E S
IT
E P
L A
N
C-124
B
D
IR
K S P
E
B
D
IR
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
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
440 440
445 445
440 440
440440
435 435
435435
440 4
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-131
M A
T C
H L
IN
E S
E E S
H E
E T C -1
MATCHLINE - SEE SHEET C-119
M A
T C
H L
IN
E
- S
E E S
H E
E T C -1
MEANDER RESTORATION 11 CENTERLINE
MEANDER RESTORATION 10 CENTERLINE
MEANDER RESTORATION 22 CENTERLINE
MEANDER RESTORATION 12 CENTERLINE
MEANDER RESTORATION 13 CENTERLINE
M A
T C
H L
IN
E S
E E S
H E
E T C -1
MR
+0
MR 12 30+00
M R
PI
STA
+6 9.
P
IS
T
A
.2
P I
S T A 2+
.0
P O
E
S T
A
.9
M R
PI
STA 24+05.97
PI
STA 19+95.81
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
N 1,247,604
E 736,223
N 1,247,829
E 736,347
N 1,247,521
E 736,636
N 1,247,721
E 736,951
N 1,246,651
E 736,348
N 1,246,387
E 736,580
N 1,246,981
E 736,775
N 1,247,115
E 738,258
N 1,247,337
E 738,473
N 1,247,545
E 738,369
N 1,247,252
E 736,921
N 1,246,945
E 737,402
N 1,247,352
E 737,547
N 1,247,673
E 737,221
N 1,247,788
E 737,268
N 1,248,068
E 737,304
N 1,247,953
E 737,737
N 1,247,929
E 738,036
N 1,247,930
E 738,491
N 1,247,745
E 738,748
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
BOTTOM AND TOP OF BANK
MEANDER RESTORATION
ENTRANCE CHANNEL
DRAINAGE STRUCTURE
STOP MEANDER CONSTRUCTION AT
M R
+0
M R
M R
M R
P I
S T
A
.4
PI
STA 25+08.77
P I
S T
A
.4
M R
MR 11 35+00
MR 11 40+00
M R
P I
S T
A .9
P I
S T A 40+86.69
P O E
S T A 5+
.4 2P
I
S T
A
.1
P I
S
TA
43+16.05
P O
E S
T A
.3
M R 13 20+00
FOLLOWS EXISTING ROADWAY
ACCESS/HAUL ROAD 12' WIDE.
FOLLOWS EXISTING ROADWAY
ACCESS/HAUL ROAD 12' WIDE.
PI
STA 23+13.59
M R 22 25+00
P O
E S T
A .6
PI
STA 27+32.92
CONSTRUCTION COMPLETE
DRAINAGE STRUCTURE SW2 BUILT BY OTHERS
CONSTRUCTION COMPLETE
DRAINAGE STRUCTURE PS3 BUILT BY OTHERS
ESTIMATED COMPLETION DATE FALL 2019
BERM RAISE UNDER CONSTRUCTION
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
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
H A
N K
S P
E S
IT
E P
L A
N
C-125
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
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