FY_16_Grand_Tower_Phase_5_Plans_07-07-2016.pdf
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- Grand Tower Phase 5 & Dogtooth Bend Phase 6 Federal contract opportunity
- Solicitation number
- W912P9-16-B-0012
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Grand Tower Plans
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| File | Type | Posted |
|---|---|---|
| B01_ABSTRACT_OF_BIDS.xls | XLS spreadsheet | |
| clarification.pdf | ||
| w912p9-16-b-0012-01.pdf | ||
| Revised_35_31_25.pdf | ||
| GT_DB_Adv_Specs.pdf | ||
| 16-B-0012_Grand_Tower.pdf | ||
| Dogtooth_Bend_Phase_6_(Len_Small)_07-07-2016.pdf |
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S O
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US Army Corps
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US Army Corps
Solicitation: W912P9-16-B-0012
Contract: W912P9-XX-X-XXXX
GRAND TOWER PHASE 5
REGULATING WORKS
FY 2016 - MISSISSIPPI RIVER MILES 90.0 - 67.0
MISSISSIPPI RIVER BASIN
W P -1
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JUNE 2016
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N
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D A
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GENERAL
INDEX OF DRAWINGS
TITLESHT
CIVIL
REFERENCE
REVISION #
G-001 COVER SHEET
G-002
G-003
C-101
C-102
C-103
C-104
C-105
C-106
C-107
C-108
R-001
INDEX AND GENERAL NOTES
R-002
C-109
C-110
C-111
C-112
C-301 TYPICAL SECTIONS
IN
D
E X A
N D G
E N
E R
A L N
O T
E S
ESTIMATED QUANTITIES
WEIR 69.15 R
WEIR 68.95 R
WEIR 68.75 R
DIKE 67.85 L
STRUCTURE ESTIMATED TONS OF A-STONE
61,400
27,300
61,500
9,900
23,300
16,900
76,200
3,900
54,700
55,500
-19,600
DRAWING/DETAIL LOCATION DESIGNATION
DRAWING/DETAIL TITLE
DRAWING NAME
1/8" = 1' 0"
SCALE
NTS NOT TO SCALE
STA STATION
ELEV ELEVATION
E EASTING
N NORTHING
EARTH
GRADED STONE A
CL CENTERLINE
GENERAL SYMBOLS ABBREVIATIONS GENERAL NOTESMATERIAL SYMBOLS
W P -1
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D L
A M
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W P -X
A N
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G W
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CRAWFORD LOCATION MAP
G-004 VACNCIL LOCATION MAP
DIKE 72.9 L PLAN AND PROFILE
CHEVRON 72.5 L PLAN AND PROFILE
CHEVRON 73.6 L PLAN AND PROFILE
WEIR 69.15 R PLAN AND PROFILE
WEIR 68.95 R PLAN AND PROFILE
WEIR 68.75 R PLAN AND PROFILE
Z - DIKE 68.1 L PLAN AND PROFILE
DIKE 67.85 L PLAN AND PROFILE
Z - DIKE 67.8 L PLAN AND PROFILE
Z - DIKE 67.5 L PLAN AND PROFILE
DIKE REMOVAL 67.3 L PLAN AND PROFILE
DIKE REMOVAL 67.1 L PLAN AND PROFILE
CHEVRON 73.6 L
DIKE 72.9 L
CHEVRON 72.5 L
Z - DIKE 68.1 L
Z - DIKE 67.8 L
Z - DIKE 67.5 L
DIKE DEGRADE 67.3 L
DIKE DEGRADE 67.1 L
CAPE GIRARDEAU HYDROGRAPH
GRAND TOWER HYDROGRAPH
-11,200
OF 1988
2. ALL ELEVATIONS ARE LISTED IN NORTH AMERICAN VERTICAL DATUM
EASTERN ZONE, US FOOT.
1. ALL HORIZONTAL COORDINATES ARE LISTED IN NAD83 MISSOURI STATE PLANES,
W P -1
-B -0
J O
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G-003
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LEGEND
DISTRICT BOUNDARIES
L/D
L/D
L/D
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CHESTER
STE.GENEVIEVE
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MURPHYSBORO
CARLYLE
VANDALIA
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ST.LOUIS
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C4
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DIKE 73.1(R)
DIKE 72.9(L)
DIKE 73.4(L)
DIKE 73.65(L)
DIKE 73.9(L)
C R
A W
F O
R D C
H U
T E
DIKE 72.7(L)
DIKE 72.4(L)
DIKE 72.1(L)
DIKE 72.45(L)
CONSTRUCT NEW CHEVRON 73.86 L
CONSTRUCT NEW DIKE EXTENSION 72.9 L
CONSTRUCT NEW CHEVRON 73.86 L
S O
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IDENTIFICATION
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D A
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A P
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DISTRICT BOUNDARIES
L/D
L/D
L/D
L/D
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M I S S
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T
T
T
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A1
PROJECT LOCATION MAP
SCALE 1" = 600'
C4
VICINITY MAP
SCALE: NTS
0 600 1200
N
N
LOCATION
PROJECT
F L
G -0
V
IC
.d g n
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
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G-004
W P -X
A N
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F Y
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A T
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G W
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J U
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V A
N C
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L
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A T
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N M
A P
VANCIL LANDING
VANCIL TOWHEAD
DIKE 69.1(R)
DIKE 69.5(R)
DIKE 67.5(R)
DIKE 67.4(R)
DIKE 67.2(R)
DIKE 67.0(R)
DIKE 66.9(R)
DIKE 66.8(L)
DIKE 66.5(L)
DIKE 68.3(L)
DIKE 68.5(L)
DIKE 68.8(L)
DIKE 69.1(L)
DIKE 69.5(L)
CONSTRUCT NEW Z-DIKE 68.1 L
CONSTRUCT NEW DIKE 67.85 L
CONSTRUCT NEW Z-DIKE 67.8 L
CONSTRUCT NEW Z-DIKE 67.5 L
DEGRADE DIKE 67.3 L
CONSTRUCT REVETMENT
DEGRADE DIKE 67.1 L
CONSTRUCT NEW CHEVRON 68.75 R
CONSTRUCT NEW WEIR 68.95 R
CONSTRUCT NEW WEIR 69.15 R
S O
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N N
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IDENTIFICATION
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A P
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J O
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C-101
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C -1
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P R .d g n
N
CHEVRON 73.6 L PLAN VIEW
SCALE 1" = 50'
0 50' 100'
CHEVRON 73.6 L PROFILE VIEW
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 50'
C-301
A3
B1
F L
O W
GENERAL SURVEY NOTES
LAYOUT NOTES
H
E V
R O
N
.6 L P
L A
N A
N D P
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F
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U L
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G W
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A L L
A C
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J U
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D
G O
R D
O N P .E
D L
A M
M
1.5
1.5
PROPOSED EL = 339.0
HYDROGRAPHIC SURVEY COLLECTED 6/25/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
E = 1105017.53
N = 623517.96
STA = 00+-0.00
E = 1105320.78
N = 623656.69
STA = 7+52.30
0+00
1+00
2+00
3+00
6+00
7+00
8+00 8+25
8+25
S O
L
IC
IT
A T
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N N
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F
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A M
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D W
N B
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C K
D B
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D E
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D B
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D E
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2 3
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P L
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
E L E
V A
T
IO
N
E L E
V A
T
IO
STATION
330330
E = 1106051.80
N = 621075.61
STA = 0+00.00
E = 1106265.86
N = 621215.34
STA = 2+55.63
S O
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A T
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
E L E
V A
T
IO
N
E L E
V A
T
IO
SCALE 1" = 50'
0 50' 100'
A1
SCALED # TIMES VERTICALLY
SCALE #" = ##'
C-301
A3
B1
-1
P
P R .d g n
DIKE 72.9 L PLAN VIEW
DIKE 72.9 L PROFILE VIEW
F L
O W
GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
D
IK
E
.9 L P
L A
N A
N D P
R O
F
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E
C-102
W P -X
A N
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F Y
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IN
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IS
S
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IL
E
S
J U
N E
1.5
1.5
PROPOSED EL = 339.0
HYDROGRAPHIC SURVEY COLLECTED 06/24/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
0+00
1+00
2+00
6+00
7+00
8+00 8+24
8+24
E = 1106912.09
N = 619215.86
STA = 0+00.00
E = 1107215.34
N = 619354.58
STA = 7+52.30
S O
L
IC
IT
A T
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N N
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F
IL
E N
A M
E
D W
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US Army Corps
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+24
E L E
V A
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N
E L E
V A
T
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0 50' 100'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 50'
C-301
-1
P
P R .d g n
CHEVRON 72.5 L PLAN VIEW
CHEVRON 72.5 L PROFILE VIEW
F L
O
W GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
C H
E V
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N
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N A
N D P
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E
S
J U
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1.5
1.5
PROPOSED EL = 339.0
HYDROGRAPHIC SURVEY COLLECTED 06/24/2014.
0 30' 60'
A1
C-301
A1
C1
-1
P
P R .d g n
WEIR 69.15 R PLAN VIEW
SCALE 1" = 30'
WEIR 69.15 R PROFILE VIEW
SCALED 5 TIMES VERTICALLY
SCALE 1" = 30`'
F L
O
W GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
W E
IR
.1
R P
L A
N A
N D P
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F
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C-104
W P -X
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A T
IN
G W
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K S
M
IS
S
IS
S
IP
P I
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IL
E
S
J U
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SLOPE 1.5H 1V
PROPOSED EL = 304.0
HYDROGRAPHIC SURVEY COLLECTED 6/18/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
295295
295 295
300 300 300
300300300
E = 1113445.42
N = 602429.20
STA = 0+00.00
E = 1113530.33
N = 602737.65
STA = 3+19.92
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
320320
320320
-1+00 0+00 1+00 2+00 3+00 3+50
E L E
V A
T
IO
N
E L E
V A
T
IO
295295295
295295295
300 300 300 300
300300300300
E = 1114044.26
N = 601607.64
STA = 0+00.00
E = 1114252.54
N = 602315.26
STA = 7+37.63
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
310310
310310
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+68
E L E
V A
T
IO
N
E L E
V A
T
IO
0 50' 100'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 50'
C-301
-1
P
P R .d g n
WEIR 68.95 R PLAN VIEW
F L
O W
WEIR 68.95 R PROFILE VIEW
GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
W E
IR
.9
R P
L A
N A
N D P
R O
F
IL
E
C-105
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
SLOPE 1.5H TO 1V
PROPOSED EL = 304.0
HYDROGRAPHIC SURVEY COLLECTED 06/17/2014.
5 2
295 295 295
300 300 300 300
300300300300
E = 1114619.03
N = 600921.84
STA = 0+00.00
E = 1114841.52
N = 601597.59
STA = 7+11.44
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
320320
320320
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+46
E L E
V A
T
IO
N
Z - DIKE 68.1 L
0 50' 100'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 50'
C-301
-1
P
P R .d g n
WEIR 68.75 R PLAN VIEW
WEIR 68.75 R PROFILE VIEW
F L
O
W GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
W E
IR
.7
R P
L A
N A
N D P
R O
F
IL
E
C-106
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
SLOPE 1.5H TO 1V
PROPOSED EL = 304.0
HYDROGRAPHIC SURVEY COLLECTED 6/17/2014.
0 50' 100'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 50'
C-301
-1
P
P R .d g n
F L
O W
Z - DIKE 68.1 L PLAN VIEW
Z - DIKE 68.1 L PROFILE VIEW
GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
Z D
IK
E
.1 L P
L A
N A
N D P
R O
F
IL
E
C-107
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
1.5 1.5
PROPOSED EL = 336.0
HYDROGRAPHIC SURVEY COLLECTED 06/17/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
30530
4+00
5+00
E = 1117486.51
N = 598718.49
STA = 0+00.00
E = 1117725.05
N = 598815.82
STA = 2+57.63
E = 1117867.81
N = 598614.14
STA = 5+04.73
E = 1118084.04
N = 598706.12
STA = 7+39.71
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+008+05
E L E
V A
T
IO
N
E L E
V A
T
IO
N
DIKE 67.75 L
SCALE 1" = 20'
0 30' 60'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 30'
C-301
C1
-1
P
P R .d g n
DIKE 67.75 L PLAN VIEW
DIKE 67.75 L PROFILE VIEW
F L
O W
GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
D
IK
E
.7
L P
L A
N A
N D P
R O
F
IL
E
C-108
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
1.5
PROPOSED EL = 336.0
HYDROGRAPHIC SURVEY COLLECTED 6/17/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
C1 OF SHEET FOR DETAILS.
STONE FROM DIKE 67.3 L AND 67.1. SEE SHEET C1 AND
AND 200' DOWNSTREAM OF STRUCTURE. USE RECYCLED
PLACE REVETMENT 100' UPSTREAM OF STRUCTURE
C1
C-301
EXISTING PILE STRUCTURE. DO NOT DISTURB.
E = 1119257.27
N = 598489.48 E = 1119339.24
N = 598571.46
E = 1119569.02
N = 598376.59E = 1119469.92
N = 598277.87
E = 1119362.78
N = 598453.45
STA = 3+24.30
E = 1119133.10
N = 598224.50
STA = 0+00.00
330330
330 330
335335
335 335
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
350350
350350
-1+00 0+00 1+00 2+00 3+00 4+00
E L E
V A
T
IO
N
E L E
V A
T
IO
0 50' 100'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 50'
C-301
-1
P
P R .d g n
Z - DIKE 67.8 L PLAN VIEW
Z - DIKE 67.8 L PROFILE VIEW
F L
O W
GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
Z D
IK
E
.7 L P
L A
N A
N D P
R O
F
IL
E
C-109
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
1.5
1.5
PROPOSED EL = 336.0
HYDROGRAPHIC SURVEY COLLECTED 6/17/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
E = 1118659.56
N = 597444.47
STA = 0+00.00
E = 1118898.10
N = 597541.80
STA = 2+57.63
E = 1119040.86
N = 597340.12
STA = 5+04.73
E = 1119257.09
N = 597432.10
STA = 7+39.71
-0
3+25
4+25
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
E L E
V A
T
IO
N
E L E
V A
T
IO
0 3
4+00
5+00
E = 1119644.61
N = 596238.45
STA = 00+-0.00
E = 1119883.14
N = 596335.79
STA = 2+57.63
E = 1120025.90
N = 596134.10
STA = 5+04.73
E = 1120242.13
N = 596226.08
STA = 7+39.71
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
E L E
V A
T
IO
N
E L E
V A
T
IO
0 50' 100'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 50'
C-301
-1
P
P R .d g n
Z - DIKE 67.5 L PLAN VIEW
Z - DIKE 67.5 L PROFILE VIEW
F L
O W
GENERAL SURVEY NOTES
LAYOUT NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
Z D
IK
E
.7 L P
L A
N A
N D P
R O
F
IL
E
C-110
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
1.5
1.5
PROPOSED EL = 336.0
HYDROGRAPHIC SURVEY COLLECTED 6/17/2014.
0 50' 100'
A1
SCALED 5 TIMES VERTICALLY
-1
P
P R .d g n
DIKE 67.3 L PLAN VIEW
DIKE 67.3 L PROFILE VIEW
F L
O
W GENERAL SURVEY NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
D
IK
E
.3 L P
L A
N A
N D P
R O
F
IL
E
C-111
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
HYDROGRAPHIC SURVEY COLLECTED 6/17/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
1.5
315315
E = 1120931.36
N = 596124.97
E = 1120957.75
N = 596073.32
E = 1120430.71
N = 595869.18
E = 1120429.70
N = 595803.53
E = 1120375.81
N = 595808.56
STA = 0+72.32
E = 1120944.55
N = 596099.15
STA = 7+11.00
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
EL = 314.00
STA = 0+71.21
EL = 314.00
STA = 7+11.00
SCALE 1" = 30'
0 30' 60'
A1
SCALED 5 TIMES VERTICALLY
SCALE 1" = 30'
-1
P
P R .d g n
F L
O W
DIKE 67.1 L PLAN VIEW
DIKE 67.1 L PROFILE VIEW
GENERAL SURVEY NOTES
W P -1
-B -0
D
G O
R D
O N P .E
J .W
A L L
A C
E D L
A M
M
D
IK
E
.1 L P
L A
N A
N D P
R O
F
IL
E
C-112
W P -X
A N
S I
D
:1
F Y
R
E G
U L
A T
IN
G W
O R
K S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
J U
N E
HYDROGRAPHIC SURVEY COLLECTED 6/17/2014.
1. EXISTING CONTOURS ARE BASED ON A MULTIBEAM
1.5
315 315 315
315315315
E = 1121355.45
N = 594773.48 E = 1121566.26
N = 594983.01
E = 1121607.15
N = 594941.88 E = 1121375.54
N = 594711.68
E = 1121343.86
N = 594720.43
STA = 0+79.74
E = 1121586.70
N = 594962.44
STA = 4+22.59
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
340340
340340
0+00 1+00 2+00 3+00 4+00 5+00 6+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
EL = 314.00
STA = 4+22.59
EL = 314.00
STA = 0+79.94
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
REF SECTION 35 31 25
GRADED A-STONE
DIKE DESIGN EL
REF SECTION 35 31 25
GRADED A-STONE
DIKE DESIGN EL
REF SECTION 35 31 25
GRADED A-STONE
EXISTING BANKLINE
ELEVATION WHICHEVER IS LOWER
HIGH BANK - OR REVETMENT DESIGN
REF SECTION 35 31 25
GRADED A-STONE
WHICHEVER IS LOWER
OR REVETMENT DESIGN ELEVATION,
REVETMENT LIMIT - TOP OF HIGH BANK
DESIGN ELEVATION, WHICHEVER IS LOWER
REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT
REVETMENT
ELEVATION. WHICHEVER IS LOWER.
TOP OF HIGH BANK, OR REVETMENT DESIGN
DIKE CENTERLINE
REF SECTION 35 31 25
GRADED A-STONE
P -1
-B -0
M -L
M -7
J
W A
L L
A C
E P .E
C-301
W P -X
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D
G O
R D
O N P .E
D L
A M
M
1.5
A3
TYPICAL DIKE SECTION
SCALE: NTS
EXISTING GRADE
6'
1.5
10'
1.5
A1
TYPICAL WEIR SECTION
SCALE: NTS
CL
UPSTREAM DOWNSTREAM
1.5
DIKE DESIGN LENGTH
B3
TYPICAL DIKE PROFILE
SCALE: NTS
HIGH BANK
SLOPE VARIES
M
IN
C1
TYPICAL REVETMENT SECTION - STONE BLANKET
SCALE: NTS
SLOPE VARIES
HIGH BANK
1.5
3'
B1
TYPICAL REVETMENT SECTION - CAVING BANK
SCALE: NTS
F L
O W
C3
TYPICAL DIKE PLAN
SCALE: NTS
B A
N K
L
IN
E
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
T
P
IC
A L S
E C
T
IO
J U
N E
C -3
T
Y P .d g n
J .W
A L L
A C
E
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
F Y
R
E G
U L
A T
IN
G W
O R
K t o t i
R-001
J
W A
L L
A C
E
S T L
O U
IS
D
IS
T R
IC
T
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F Y
R
E G
U L
A T
IN
G W
O R
K S
R -0
H Y
D .d g n
A1
CAPE GIRARDEAU HYDROGRAPH
GENERAL GAGE NOTES
W P -1
-B -0
D L
A M
M
W P -X
A N
S I
D
:1
J U
N E
D
G O
R D
O N P .E
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
C A
P E G
IR
A R
D E
A U
H Y
D R
O G
R A
P H
USED TO ILLUSTRATE HISTORIC RIVER CONDITIONS
4. THIS SHEET IS FOR INFORMATION PURPOSES ONLY, AND IS
3. LOW WATER REFERENCE PLANE 2014 = 5.4
2. FLOOD STAGE AT CAPE GIRARDEAU = 32.0
2. GAGE ZERO = 304.65 NGVD 1929
MILE 52.1
1. CAPE GIRARDEAU GAGE IS LOCATED AT MISSISSIPPI RIVER
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
1999 2000 2001 2002
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2004 2005 2006 2007 2008
2009 2010 2011 2012 2013
18+25
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
P -1
-B -0
L
A
P -X a u t o t i
R-002
N
S I
D
:1
-2
G R
A N
D T
O W
E R H
Y D
R O
G R
A P
H
J
W A
L L
A C
E
J U
N E
D
G O
R D
O N P .E
F Y
R
E G
U L
A T
IN
G W
O R
K S
S T L
O U
IS
D
IS
T R
IC
T
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
M
IS
S
IS
S
IP
P I
R
IV
E R M
IL
E
S
-0
H Y
D .d g n
A1
GRAND TOWER HYDROGRAPH
GENERAL GAGE NOTES
USED TO ILLUSTRATE HISTORIC RIVER CONDITIONS
4. THIS SHEET IS FOR INFORMATION PURPOSES ONLY, AND IS
3. LOW WATER REFERENCE PLANE 2014 = 3.8
2. FLOOD STAGE AT GRAND TOWER = 28.0
2. GAGE ZERO = 321.93 NGVD 1929
MILE 81.9
1. GRAND TOWER GAGE IS LOCATED AT MISSISSIPPI RIVER
F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
1999 2000 2001 2002 2003
J
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M
2004 2005 2006 2007
A M J J A S O N D
J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2009 2010 2011 2012 2013
18+26 21+91 25+56 29+21 32+86 36+50
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
| COVER SHEET |
| INDEX SHEET, SYMBOLS AND GENERAL NOTES |
| CRAWFORD VICINITY MAP |
| VANCIL LOCATION MAP |
| CHEVRON 73 |
| DIKE 72 |
| CHEVRON 72 |
| WEIR 69 |
| WEIR 68 |
| WEIR 68 |
| Z - DIKE 68 |
| DIKE 67 |
| Z - DIKE 67 |
| Z - DIKE 67 |
| DIKE 67 |
| DIKE 67 |
| TYPICAL SECTIONS |
| HYDROGRAPH CAPE 1999-2013 |
| GRAND TOWER 1999-2013 |
File details come from the government source that posted it. Updated .