A22 Amendment 2_Plans.pdf
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0+00
5+00
415.0
410.0
405.0
400.0
405.3 410.0
415.0
420.0
420.0
E = 877713.9
N = 1126923.0
0+49.93
E = 877954.3
N = 1127587.0
7+56.15 E = 878322.8
N = 1127693.5
11+39.80
E = 878714.8
N = 1127806.8
15+47.77
E = 879090.7
N = 1127915.5
19+39.11
E = 879497.4
N = 1128033.0
23+62.45
E = 880214.6
N = 1128240.3
31+08.97
S O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
430430
430430
0+00 5+00 10+00 15+00 20+00 25+00 30+00 31+59
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FLOW
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P S O
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D E P .E
PIASA ISLAND
EAGLE'S NEST ISLAND
U P
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P
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S A A
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A G
L E 'S N
E S
T I S
L A
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S
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C K C
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T R
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B
K R
IS
C H
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J
W A
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A C
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EXISTING GRADE
COMPLETED BY OTHERS
DREDGE WORK - TO BE
D
IK
E
.5 L P
L A
N A
N D P
R O
F
IL
E V
IE
W
PROPOSED DIKE EL = 420.6PROPOSED DIKE EL = 420.6PROPOSED DIKE EL = 420.6
REVETMENT = 420.0
A3 ON SHEET C-301. TOP ELEVATION OF
DOWNSTREAM OF DIKE. SEE TYPICAL SECTION
REVET BANKLINE 50' UPSTREAM AND 100'
ELEVATION OF REVETMENT = 420.0
SECTION A3 ON SHEET C-301. TOP
DOWNSTREAM OF DIKE. SEE TYPICAL
REVET BANKLINE 50' UPSTREAM AND 100'
W P -2
-R -0
W P -2
-X
J U
L Y
C-101.1
S
E E A
M E
N D
M E
N T
/1
/2
GENERAL SHEET NOTES
C3
C-301
N
FLOW
0 200' 400'
0 200' 400' C1
DIKE 209.5 L PLAN VIEW
SCALE 1" = 200'
A1
DIKE 209.5 L PROFILE VIEW
SCALED 20 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 200'
F L O
W
5. PRIORITY 1 WORK
4. SHALLOW DRAFT WORK
CONTRACT
3. DREDGE WORK TO BE COMPLETED ON A FUTURE
2. TOPOGRAPHIC SURVEY: LiDAR COLLECTED MARCH 3-8, MARCH 19, 2019
1. HYDROGRAPHIC SURVEY: SINGLE BEAM SURVEY SOUNDED
395.0
400.0
405.0
410.0
415.0
410.0
415.0
S O
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N N
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A M
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D W
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N
C O
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C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
430430
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00
-1
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EXISTING GRADE
IS
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PROPOSED ISLAND EL = 422.6
POE STA = 71+77.54
POB STA = 0+00.00
W P -2
-R -0
W P -2
-X
J U
L Y
S
E E A
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N D
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C-102.1
N
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.9 L
D
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.5 L
D
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.3 L
B3
C-301
0 200' 400'
0 300' 600' A1
ISLAND 1 PROFILE VIEW
SCALED 40 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 300'
A1
ISLAND 1 PLAN VIEW
SCALE 1" = 200'
GENERAL SHEET NOTESFLOW
CELL.
PLACED INSIDE OF WHAT WILL BECOME THE CONSTRUCTED
NECESSARY FOR PLACEMENT OF STONE DIKE SHALL BE
BASE IS 3' BELOW DESIGN GRADE AT EL 419.60. EXCAVATION
5. EXCAVATE EXISTING GRADE TO ENSURE ISLAND STONE
4. PRIORITY 2 WORK
3. SHALLOW DRAFT WORK
2. TOPOGRAPHIC SURVEY: LiDAR COLLECTED MARCH 3-8, 2018
415.0
420.0
415.0
415.0
415.0
L
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
430430
0+00 5+00 10+00 15+00 20+00 25+00
-1
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S A A
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EXISTING GRADE
PROPOSED ISLAND EL = 420.6
COMPLETED BY OTHERS
DREDGE WORK - TO BE
IS
L
A N
D P
L A
N A
N D P
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F
IL
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POE STA = 24+25.29
POB STA = 0+00.00
CONSTRUCTED CELL.
INSIDE OF WHAT WILL BECOME THE
PLACEMENT OF STONE DIKE SHALL BE PLACED
417.60. EXCAVATION NECESSARY FOR
STONE BASE IS 3' BELOW DESIGN GRADE AT
EXCAVATE EXISTING GRADE TO ENSURE ISLAND
W P -2
-R -0
W P -2
-X
J U
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S
E E A
M E
N D
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/1
/2
C-103.1
N
FLOW GENERAL SHEET NOTES
C1
ISLAND 2 PLAN VIEW
SCALE 1" = 100' 0 100' 200'
0 100' 200'
B3
C-301
A1
ISLAND 2 PROFILE VIEW
SCALED 20 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 100'
5. PRIORITY 2 WORK
4. SHALLOW DRAFT WORK
CONTRACT
3. DREDGE WORK TO BE COMPLETED ON A FUTURE
2. TOPOGRAPHIC SURVEY: LiDAR COLLECTED MARCH 3-8, 2018
420.0
415.0
410.0
415.0
421.0
L
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
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IS
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A N
D P
L A
N D A
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F
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WEXISTING GRADE
PROPOSED ISLAND EL = 420.6
COMPLETED BY OTHERS
DREDGE WORK - TO BE
POE STA = 37+32.95
POB STA = 0+00.00
WILL BECOME THE CONSTRUCTED CELL.
STONE DIKE SHALL BE PLACED INSIDE OF WHAT
60. EXCAVATION NECESSARY FOR PLACEMENT OF
STONE BASE IS 3' BELOW DESIGN GRADE AT EL 417.
EXCAVATE EXISTING GRADE TO ENSURE ISLAND
W P -2
-R -0
W P -2
-X
J U
L Y
/1
/2
S E
E A
M E
N D
M E
N T
C-104.1
N
B3
C-301
C1
ISLAND 3 PLAN VIEW
SCALE 1" = 200' 0 200' 400'
A1
ISLAND 3 PROFILE VIEW
SCALED 40 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 200' 0 200' 400'
GENERAL SHEET NOTESFLOW
5. PRIORITY 2 WORK
4. SHALLOW DRAFT WORK
CONTRACT
3. DREDGE WORK TO BE COMPLETED ON A FUTURE
2. TOPOGRAPHIC SURVEY: LiDAR COLLECTED MARCH 3-8, 2018
420.0
415.0
405.0
415.0
415.0
420.0
415.0
410.0
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
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Y
C K
D B
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D E
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D E
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C A
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D A
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M A
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D E
S C
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IP
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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
430430
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00
-1
P
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P S O
F E
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IN
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PIASA ISLAND
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S A A
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A G
L E 'S N
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T I S
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C K C
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K R
IS
C H
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EXISTING GRADE
PROPOSED ISLAND EL = 420.6
IS
L
A N
D P
L A
N A
N D P
R O
F
IL
E V
IE
W
COMPLETED BY OTHERS
DREDGE WORK - TO BE
POE STA = 35+43.97
POB STA = 0+00.00
W P -2
-R -0
W P -2
-X
J U
L Y
S
E E A
M E
N D
M E
N T
/1
/2
C-105.1
N
C1
ISLAND 4 PLAN VIEW
SCALE 1" = 200' 0 200' 400'
0 200' 400' A1
ISLAND 4 PROFILE VIEW
SCALED 40 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 200'
GENERAL SHEET NOTES
B3
C-301
FLOW
CONSTRUCTED CELL.
SHALL BE PLACED INSIDE OF WHAT WILL BECOME THE
EXCAVATION NECESSARY FOR PLACEMENT OF STONE DIKE
BASE IS 3' BELOW DESIGN GRADE AT EL 417.60.
5. EXCAVATE EXISTING GRADE TO ENSURE ISLAND STONE
5. PRIORITY 2 WORK
4. SHALLOW DRAFT WORK
CONTRACT
3. DREDGE WORK TO BE COMPLETED ON A FUTURE
2. TOPOGRAPHIC SURVEY: LiDAR COLLECTED MARCH 3-8, SOUNDED MARCH 19, 2019
1. HYDROGRAPHIC SURVEY: SINGLE BEAM SURVEY
| _C-101PLN |
| _C-102PLN |
| _C-103PLN |
| _C-104PLN |
| _C-105PLN |
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