A21_-_W912P819B0039_part_II_Calcasieu_Drawingss_ED-18-071_signed.pdf
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NEW ORLEANS DISTRICT
S O
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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T R
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N E
W O
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IA
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RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE
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0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
0+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
2+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
4+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
6+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
8+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
10+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
14+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
18+00
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CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
PRIOR TO CONSTRUCTION.
C/L LOCATION. ACTUAL LOCATION OF THE DIKE C/L WILL BE FIELD VERIFIED
CROSS SECTION AND REFLECTS THE LOCATION OF THE ORIGINAL AS-BUILT
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
20+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
22+00
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E D -1
-0
F R
O N
T
IN
G C
D F
F O
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N
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W P -1
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A P
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CROSS SECTIONS - DIKE C/L STATIONS 0+00 TO 22+00
O
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
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X X
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H -1
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J A
N U
A R
Y
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
PRIOR TO CONSTRUCTION.
C/L LOCATION. ACTUAL LOCATION OF THE DIKE C/L WILL BE FIELD VERIFIED
CROSS SECTION AND REFLECTS THE LOCATION OF THE ORIGINAL AS-BUILT
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
RIVER SIDE LAND SIDE RIVER SIDE
LAND SIDE
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-50
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24+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
26+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
28+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280480-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
32+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
34+00
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280480-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
36+00
-10
-20
-30
-40
-50
-10
-20
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-40
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V A
T
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280480-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
38+00
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V A
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
40+00
-10
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-10
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V A
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
42+00
-10
-20
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-40
-50
-10
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-40
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V A
T
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460
44+00
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E D -1
-0
CROSS SECTIONS - DIKE C/L STATIONS 24+00 TO 44+00
DIKE P.I. X- COORDINATE Y- COORDINATE
61+94.04
55+93.53
12+07.15
FORESHORE DIKE ALIGNMENT
-0+56.40
0+00
2,648,411.73 553,370.16
2,648,424.81
2,648,704.84
553,425.02
554,599.24
2,649,132.99 558,964.67
558,922.782,649,732.56
EXISTING
FLOWLINES
BANK TIE-IN
BANK TIE-IN
POSSIBLE TO RESTORE THE CHANNEL TO PRE- EXISTING CONDITIONS.
TO BE REMOVED AND PLACED BACK WITHIN THE FLOATATION CHANNEL AS BEST AS
FLOATATION MATERIAL STOCKPILED WITHIN THE CALCASIEU RIVER WILL BE REQUIRED
DIKE, OR TEMPORARILY STOCKPILED ADJACENT TO THE FLOATATION CHANNEL.
3. FLOATATION MATERIAL MAY EITHER BE PLACED BEHIND/ LAND SIDE OF THE ROCK
TO CONSTRUCTION.
2. THE ACTUAL LOCATION OF THE DIKE C/L ALIGNMENT WILL BE FIELD-VERIFIED PRIOR
LAND SIDE.
AND SIDE SLOPES OF 1V ON 3H ON THE CHANNEL SIDE AND 1V ON 2H ALONG THE
1. ROCK DIKE REPAIRS WILL BE TO ELEVATION +5' NAVD88, WITH A 6' WIDE CROWN,
NOTES:
Safety is a Part of Your Contract
INCENTIVE
CLAUSES
EER
IN
G
NI
G N
E
LAV
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YOUR KEY TO
HIGHER PROFITS
D
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C /L S
T A .0
D
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C /L S
T A -0
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N
C O
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C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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N E
W O
R L E
A N
S D
IS
T R
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N E
W O
R L E
A N
S L
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IA
N A
CALCASIEU LAKE
N
A N
S I
D
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B R
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S S
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W P -1
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X X
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F O
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IN
G C
D F
P I -0
.4
P I .0
P I .1
P I 5
5+ .5
PI 61+94.04
TO REMAIN OPEN
GAP IN DIKE (+/- 100')
CALCASIEU SHIP CHANNEL
CAMERON PARISH
600'0 300'
SCALE
KELS
O
B A
Y O
U
FRONTING CDF 22 - OPTIONAL WORK
REPAIRS TO FORESHORE DIKE
GAGE 73600
A P
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W P -1
-B -0
J
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J A
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EL. -49.0' M.L.L.W.
6" OIL PL.
GULFPORT ENERGY CROP.
CDF 22
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IDENTIFICATION
SHEET
D A
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A P
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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N A
RIVER SIDELAND SIDE
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
PRIOR TO CONSTRUCTION.
C/L LOCATION. ACTUAL LOCATION OF THE DIKE C/L WILL BE FIELD VERIFIED
CROSS SECTION AND REFLECTS THE LOCATION OF THE ORIGINAL AS-BUILT
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
RIVER SIDELAND SIDE
-10
-20
-30
-40
-50
-60
E L E
V A
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N N
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
0+00
-10
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-50
-60
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-60
E L E
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A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
2+00
-10
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-30
-40
-50
-60
-10
-20
-30
-40
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-60
E L E
V A
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0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
4+00
-10
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-30
-40
-50
-60
-10
-20
-30
-40
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-60
E L E
V A
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A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
6+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
8+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
10+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
12+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
14+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-450
16+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
18+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-10
-20
-30
GAP TO REMAIN OPEN
(APPROX. STATIONS 3+00 TO 4+10)
NO WORK AREA
30303030
CROSS SECTIONS - DIKE C/L STATIONS 0+00 TO 18+00
E D -1
-0
F R
O N
T
IN
G C
D F
F O
R E
S H
O R
E P
R O
T E
C T
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
C-22
R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
A N
S I
D
R
B R
O U
S S
A R
D
J A
S O
N A
B
IN
E T P
E
R .W .B
J
B
IN
E T
.6 :1
H -1
-4
C -2
.D
G N
/1
/2
W P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
IL
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
PRIOR TO CONSTRUCTION.
C/L LOCATION. ACTUAL LOCATION OF THE DIKE C/L WILL BE FIELD VERIFIED
CROSS SECTION AND REFLECTS THE LOCATION OF THE ORIGINAL AS-BUILT
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
20+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
22+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
24+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
26+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
28+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
30+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
32+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
34+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
36+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
38+00
-10
-20
-30
-40
-50
-60
30303030
E D -1
-0
F R
O N
T
IN
G C
D F
F O
R E
S H
O R
E P
R O
T E
C T
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
C-23
R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
A N
S I
D
R
B R
O U
S S
A R
D
J A
S O
N A
B
IN
E T P
E
R .W .B
J
B
IN
E T
.6 :1
H -1
-4
C -2
.D
G N
/1
/2
W P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
IL
CROSS SECTIONS - DIKE C/L STATIONS 20+00 TO 38+00
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
PRIOR TO CONSTRUCTION.
C/L LOCATION. ACTUAL LOCATION OF THE DIKE C/L WILL BE FIELD VERIFIED
CROSS SECTION AND REFLECTS THE LOCATION OF THE ORIGINAL AS-BUILT
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
40+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
42+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
44+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
46+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
48+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
50+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
52+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
54+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
56+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
58+00
-10
-20
-30
-40
-50
-60
30303030
RIVER SIDELAND SIDE RIVER SIDELAND SIDE
E D -1
-0
CROSS SECTIONS - DIKE C/L STATIONS 40+00 TO 58+00
F R
O N
T
IN
G C
D F
F O
R E
S H
O R
E P
R O
T E
C T
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
C-24
R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
A N
S I
D
R
B R
O U
S S
A R
D
J A
S O
N A
B
IN
E T P
E
R .W .B
J
B
IN
E T
.6 :1
H -1
-4
C -2
.D
G N
/1
/2
W P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
IL
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
60+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400
61+94
-10
-20
-30
-40
-50
-60
30 30
NEW ORLEANS DISTRICT
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
PRIOR TO CONSTRUCTION.
C/L LOCATION. ACTUAL LOCATION OF THE DIKE C/L WILL BE FIELD VERIFIED
CROSS SECTION AND REFLECTS THE LOCATION OF THE ORIGINAL AS-BUILT
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
RIVER SIDELAND SIDE
CROSS SECTIONS - DIKE C/L STATIONS 40+00 TO 58+00
E D -1
-0
F R
O N
T
IN
G C
D F
F O
R E
S H
O R
E P
R O
T E
C T
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
C-25
R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
A N
S I
D
R
B R
O U
S S
A R
D
J A
S O
N A
B
IN
E T P
E
R .W .B
J
B
IN
E T
.6 :1
H -1
-4
C -2
.D
G N
/1
/2
W P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
IL
BANK TIE-IN
BANK TIE-IN BANK TIE-IN
CONDITIONS.
CHANNEL AS BEST AS POSSIBLE TO RESTORE THE CHANNEL TO PRE- EXISTING
BE REQUIRED TO BE REMOVED AND PLACED BACK WITHIN THE FLOATATION
NEEDS. THE FLOATATION MATERIAL STOCKPILED WITHIN THE CALCASIEU RIVER WILL
CHANNEL MULTIPLE TIMES. DEPENDENT UPON THE CONTRACTOR'S FLOATATION
FLOATATION CHANNEL. THIS MAY ENTAIL HAVING TO REDREDGE THE FLOATATION
3. FLOATATION MATERIAL SHALL BE TEMPORARILY STOCKPILED ADJACENT TO THE
TO CONSTRUCTION.
2. THE ACTUAL LOCATION OF THE DIKE C/L ALIGNMENT WILL BE FIELD-VERIFIED PRIOR
LAND SIDE.
AND SIDE SLOPES OF 1V ON 3H ON THE CHANNEL SIDE AND 1V ON 2H ALONG THE
1. ROCK DIKE REPAIRS WILL BE TO ELEVATION +5' NAVD88, WITH A 6' WIDE CROWN,
NOTES:
Safety is a Part of Your Contract
INCENTIVE
CLAUSES
EER
IN
G
NI
G N
E
LAV
UE
YOUR KEY TO
HIGHER PROFITS
D
IK
E P .I
C /L S
T A
D
IK
E P .I
C /L S
T A .6
D
IK
E P .I
C /L S
T A
C A
M E
R O
N A
N D C
A L
C A
S
IE
U P
A R
IS
H E
S L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
CALCASIEU LAKE
A N
S I
D
R
B R
O U
S S
A R
D
R .W .B
W P -1
-C -X
X X
X
H -1
-4
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
CAMERON PARISH
P R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
HACKBERRY, LOUISIANA
H -1
-4
C -2
.D
G N
/1
/2
:1
C-26
1000'0 500'
SCALE
P L
A N V
IE
W
(O P
T
IO
N A
L W
O R
K
D U
G A
S L
A N
D
IN
G S
IT
E S
A
A N
D
B
F O
R E
S H
O R
E P
R O
T E
C T
IO
N F
R O
N T
IN
G
I .2
P I .7
P I .3
P I .1
P I .1
P I .4
P I .0
P I .1
P I .3
P I .4
P I .4
P I .7
P I .6
P I .4
P I .4
P I .7
P I .1
P I .3
P I .7
P I .2
P I .5
P I .6
P I .2
P I .8
P I .4
P I .1
P I .4
P I .6
P I
P I .9
P I .4
P I .1
P I .4
P I .0
P I .4
P I .5
P I .2
CALCASIEU SHIP CHANNEL
P I .7
DIKE P.I.
FORESHORE DIKE ALIGNMENT-DUGAS SITE "A"
COORDINATESDIKE P.I.
FORESHORE DIKE ALIGNMENT-DUGAS SITE "A"
COORDINATES DIKE P.I.
FORESHORE DIKE ALIGNMENT-DUGAS SITE "A"
COORDINATES
P I
.4
P I .4
P I .5
P I .3
P I .4
P I .7
P I .9
P I .6
P I .5
P I .8
P I .4
P I .5
P I .2
P I .9
P I .7
P I .3
P I .6
P I .4
P I .0
P I .7
P I .0
P I .1
P I .4
P I .0
(OPTIONAL WORK)
LANDING SITE "B"
PROTECTION FRONTING DUGAS
REPAIRS TO FORESHORE
(OPTIONAL WORK)
LANDING SITE "A"
PROTECTION FRONTING DUGAS
REPAIRS TO FORESHORE
DIKE P.I. DIKE P.I.COORDINATES COORDINATES
FORESHORE DIKE ALIGNMENT- DUGAS SITE "B" FORESHORE DIKE ALIGNMENT- DUGAS SITE "B"
A P
R
IL
W P -1
-B -0
J
B
IN
E T
J A
S O
N A
B
IN
E T P
E
E D -1
-0
CDF D
SITE "A"
SITE "B"
L O
W E
R L
IM
IT
O
F
P A
IR
S S
IT
E
A
U P
P E
R L
IM
IT
P A
IR
S S
IT
E
A
U P
P E
R L
IM
IT
P A
IR
S S
IT
E
B
M A
T C
H L
T
PI 55+38.32
PI 56+89.75
PI 59+11.22
PI 60+19.58
PI 64+23.63
PI 65+17.27
PI 66+01.87
PI 68+65.43
PI 70+14.11
PI 71+78.49
PI 73+39.62
PI 54+62.76 X 2646284.933 Y 541843.459
X 2646319.495 Y 541776.261
X 2646323.026 Y 541624.880
X 2646296.605 Y 541404.987
X 2646234.027 Y 541316.520
X 2646198.455 Y 540914.042
X 2646209.833 Y 540821.100
X 2646250.411 Y 540746.868
X 2646220.346 Y 540485.028
X 2646153.985 Y 540351.973
X 2646138.041 Y 540188.365
X 2645977.161 Y 540197.201
PI 10+09.26
PI 13+04.77
PI 16+03.34
PI 17+27.13
PI 22+45.14
PI 24+85.43
PI 25+66.08
PI 27+97.11
PI 29+42.31
PI 1+26.99
PI 11+30.48
PI 13+79.13
PI 0+00 X 2646729.877 Y 547128.175
X 2646818.493 Y 547037.210
X 2646756.950 Y 546157.098
X 2646726.828 Y 546039.673
X 2646735.662 Y 545865.611
X 2646692.603 Y 545804.984
X 2646647.392 Y 545585.376
X 2646690.274 Y 545469.254
X 2646624.026 Y 544955.501
X 2646629.838 Y 544715.275
X 2646602.725 Y 544639.326
X 2646605.536 Y 544408.315
X 2646572.623 Y 544266.894
PI 34+32.40
PI 35+48.47
PI 39+78.75
PI 40+74.68
PI 41+82.40
PI 43+68.45
PI 44+22.72
PI 49+73.10
PI 30+87.41
PI 31+11.01
PI 31+72.45
PI 33+04.53
PI 47+69.27
X 2646570.719 Y 544151.802
X 2646553.839 Y 544100.931
X 2646508.014 Y 544060.007
X 2646489.837 Y 543929.182
X 2646487.778 Y 543801.331
X 2646534.225 Y 543694.958
X 2646488.616 Y 543267.108
X 2646493.387 Y 543171.295
X 2646427.692 Y 543085.926
X 2646411.838 Y 542900.546
X 2646436.646 Y 542852.287
X 2646405.181 Y 542507.168
X 2646299.445 Y 542332.902
PI 0+00 X 2645989.349 Y 539913.661
X 2646113.648 Y 539907.969
X 2646132.981 Y 539862.852
X 2646120.875 Y 539765.785
X 2646158.100 Y 539647.337
X 2646145.497 Y 539477.010
X 2646124.260 Y 539408.531
X 2646074.506 Y 539106.985
X 2646036.213 Y 538711.895
X 2646012.894 Y 538602.052
X 2645987.084 Y 538445.575
X 2646013.436 Y 538412.870
X 2646006.227 Y 538346.107
X 2645937.774 Y 538220.916
X 2645948.032 Y 538088.679
X 2645963.221 Y 538018.491
X 2645934.198 Y 537863.595
X 2645882.674 Y 537699.174
X 2645902.268 Y 537603.273
X 2645932.161 Y 537540.497
X 2645904.149 Y 537306.459
X 2645908.307 Y 537196.264
X 2645815.229 Y 536978.141
X 2645756.147 Y 536746.305
X 2645787.145 Y 536635.964
PI 1+24.43
PI 1+73.51
PI 2+71.33
PI 3+95.49
PI 5+66.79
PI 6+37.98
PI 9+43.60
PI 13+40.55
PI 14+52.84
PI 16+11.43
PI 17+20.58
PI 18+63.26
PI 19+95.90
PI 20+67.71
PI 22+25.30
PI 23+97.61
PI 24+95.49
PI 25+65.02
PI 28+00.73
PI 29+11.00
PI 31+48.15
PI 33+87.40
PI 35+02.01PI 16+53.43
BANK TIE-INBANK TIE-INS
CONDITIONS.
CHANNEL AS BEST AS POSSIBLE TO RESTORE THE CHANNEL TO PRE- EXISTING
BE REQUIRED TO BE REMOVED AND PLACED BACK WITHIN THE FLOATATION
NEEDS. THE FLOATATION MATERIAL STOCKPILED WITHIN THE CALCASIEU RIVER WILL
CHANNEL MULTIPLE TIMES. DEPENDENT UPON THE CONTRACTOR'S FLOATATION
FLOATATION CHANNEL. THIS MAY ENTAIL HAVING TO REDREDGE THE FLOATATION
3. FLOATATION MATERIAL SHALL BE TEMPORARILY STOCKPILED ADJACENT TO THE
TO CONSTRUCTION.
2. THE ACTUAL LOCATION OF THE DIKE C/L ALIGNMENT WILL BE FIELD-VERIFIED PRIOR
LAND SIDE.
AND SIDE SLOPES OF 1V ON 3H ON THE CHANNEL SIDE AND 1V ON 2H ALONG THE
1. ROCK DIKE REPAIRS WILL BE TO ELEVATION +5' NAVD88, WITH A 6' WIDE CROWN,
NOTES:
Safety is a Part of Your Contract
INCENTIVE
CLAUSES
EER
IN
G
NI
G N
E
LAV
UE
YOUR KEY TO
HIGHER PROFITS
D
IK
E P .I
C /L S
T A .4
D
IK
E P .I
C /L S
T A .9
D
IK
E P .I
C /L S
T A
C A
M E
R O
N A
N D C
A L
C A
S
IE
U P
A R
IS
H E
S L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
CALCASIEU LAKE
A N
S I
D
R
B R
O U
S S
A R
D
R .W .B
W P -1
-C -X
X X
X
H -1
-4
N
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
C-27
CALCASIEU SHIP CHANNEL
H -1
-4
C -2
.D
G N
:1
1000'0 500'
SCALE
P I .6
P I .4
P I .0
P I .7
P I .0
P I .1
P I .4
P I .0
DIKE P.I. DIKE P.I.COORDINATES COORDINATES
FORESHORE DIKE ALIGNMENT- DUGAS SITE "B" FORESHORE DIKE ALIGNMENT- DUGAS SITE "B"
(OPTIONAL WORK)
LANDING SITE "B-1"
PROTECTION FRONTING DUGAS
REPAIRS TO FORESHORE
P L
A N V
IE
W
(O P
T
IO
N A
L W
O R
K
C D
F S
B
A N
D
B -1
F
O R
E S
H O
R E R
E P
A
IR
S F
R O
N T
/1
/2
CALCASIEU LAKE
CAMERON PARISH
P I .3
P I .7
P I .9
P I .2
P I .9
P I .7
P I .2
P I .0
P I .8
P I .4
P I .8
P I .6
P I .4
P I .0
P I .0
P I .9
P I .8
P I .5
P I .1
P I .3
P I .9
P I .5
P I .0
P I .4
P I .0
P I .7
P I .3
P I .5
P I .9
P I .7
P I .2
P I .2
P I .9
P I .7
P I .5
P I .4
P I .9
P I .6
P I .8
P I .8
P I .0
P I .2
P I .6
P I .1
P I .0
P I .4
P I .4
P I .8
P I .2
P I .5
P I .8
P I .9
P I .4
P I .2
P I .0
P I .2
P I .9
P I .9
P I .2
P I .6
P I .3
PI
2+
.9
PI 36+55.99
PI 38+50.74
PI 39+04.23
PI 41+55.00
PI 42+34.87
PI 42+94.46
PI 44+06.84
PI 45+88.64
PI 47+53.49
PI 48+32.03
PI 50+45.01
PI 52+88.91
PI 54+91.88
PI 57+19.55
PI 58+52.10
PI 59+16.35
PI 60+90.92
PI 62+94.51
PI 63+64.03
PI 66+66.46
PI 71+52.05
PI 72+65.79
PI 74+02.38
PI 74+96.55
PI 76+83.95
PI 77+59.75
PI 78+91.28
PI 79+72.23
PI 80+46.97
PI 83+16.50
PI 84+25.44
PI 85+27.93
PI 86+85.66
PI 87+87.85
PI 91+32.85
PI 93+36.02
PI 95+39.27
PI 98+36.62
PI 100+01.18
PI 100+95.07
PI 102+29.44
DIKE P.I. COORDINATES
FORESHORE DIKE ALIGNMENT- DUGAS SITE "B"
DIKE P.I. COORDINATES
FORESHORE DIKE ALIGNMENT- DUGAS SITE "B"
PI 81+91.77
X 2645835.451 Y 536489.752
X 2645805.439 Y 536297.330
X 2645770.676 Y 536256.676
X 2645705.860 Y 536014.429
X 2645761.052 Y 535956.703
X 2645763.047 Y 535897.144
X 2645725.530 Y 535791.208
X 2645707.621 Y 535610.295
X 2645741.417 Y 535448.946
X 2645692.079 Y 535387.833
X 2645631.800 Y 535183.558
X 2645677.950 Y 534944.060
X 2645592.697 Y 534759.864
X 2645648.740 Y 534539.202
X 2645634.519 Y 534407.421
X 2645586.197 Y 534365.074
X 2645538.586 Y 534197.122
X 2645603.553 Y 534004.180
X 2645552.418 Y 533957.086
X 2645493.895 Y 533660.369
X 2645442.142 Y 533177.541
X 2645483.169 Y 533071.456
X 2645468.976 Y 532935.607
X 2645416.369 Y 532857.497
X 2645409.019 Y 532670.244
X 2645451.437 Y 532593.561
X 2645432.693 Y 532475.907
X 2645383.875 Y 532411.328
X 2645373.705 Y 532337.284
X 2645410.205 Y 532197.161
X 2645405.181 Y 532072.528
X 2645382.517 Y 531965.969
X 2645330.334 Y 531877.753
X 2645315.823 Y 531720.688
X 2645344.051 Y 531622.475
X 2645335.374 Y 531277.588
X 2645283.515 Y 531081.148
X 2645256.336 Y 530879.725
X 2645266.449 Y 530582.546
X 2645250.734 Y 530418.733
X 2645182.675 Y 530354.056
X 2645048.332 Y 530356.882
DIKE P.I. DIKE P.I.COORDINATES COORDINATES
P I
P I .9
P I .4
P I .6
X 2645006.753 Y 530085.186
X 2645167.911 Y 530050.201
X 2645184.246 Y 529791.158
X 2645191.288 Y 529675.233
X 2645106.409 Y 529047.120
X 2645088.699 Y 528706.128
X 2645011.287 Y 528532.175
X 2645039.537 Y 528357.156
X 2645006.636 Y 527995.417
X 2645002.144 Y 527722.319
X 2644925.267 Y 527587.094
X 2644900.917 Y 527376.715
X 2644926.370 Y 527317.134
X 2644912.366 Y 527189.700
X 2644934.966 Y 527109.158
X 2644908.455 Y 526762.093
X 2644887.720 Y 526428.507
X 2644865.021 Y 526304.090
X 2644809.449 Y 526189.151
X 2644678.947 Y 526232.729
PI 11+74.43
PI 15+15.88
PI 17+06.28
PI 18+83.57
PI 22+46.80
PI 25+19.93
PI 26+75.48
PI 28+87.27
PI 29+52.06
PI 30+80.26
PI 31+63.91
PI 35+11.99
PI 38+46.22
PI 39+72.69
PI 41+00.35
PI 42+37.94
PI 0+00
PI 1+64.91
PI 4+24.47
PI 5+40.61
(OPTIONAL WORK)
LANDING SITE "B"
PROTECTION FRONTING DUGAS
REPAIRS TO FORESHORE
FORESHORE DIKE ALIGNMENT- DUGAS SITE "B-1" FORESHORE DIKE ALIGNMENT- DUGAS SITE "B-1"
A P
R
IL
W P -1
-B -0
J
B
IN
E T
J A
S O
N A
B
IN
E T P
E
E D -1
-0
CDF D
CDF E
SITE "B"
SITE "B-1"
L O
W E
R L
IM
IT
P A
IR
S S
IT
E
B
M A
T C
H L
T
U P
P E
R L
IM
IT
P A
IR
S S
IT
E
B -1
L O
W E
R L
IM
IT
P A
IR
S S
IT
E
B -1
X 2645937.774 Y 538220.916
X 2645948.032 Y 538088.679
X 2645963.221 Y 538018.491
X 2645934.198 Y 537863.595
X 2645882.674 Y 537699.174
X 2645902.268 Y 537603.273
X 2645932.161 Y 537540.497
X 2645904.149 Y 537306.459
X 2645908.307 Y 537196.264
X 2645815.229 Y 536978.141
X 2645756.147 Y 536746.305
X 2645787.145 Y 536635.964
PI 18+63.26
PI 19+95.90
PI 20+67.71
PI 22+25.30
PI 23+97.61
PI 24+95.49
PI 25+65.02
PI 28+00.73
PI 29+11.00
PI 31+48.15
PI 33+87.40
PI 35+02.01
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
T Y
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
A
S I
D
.6 :1
W P -1
-C -X
X X
X
H -1
-4
P R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
R
B R
O U
S S
A R
D
R .W .B
RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
0+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
2+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
4+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
6+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
8+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
10+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
12+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
14+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
16+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
18+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
20+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
22+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
24+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
26+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
28+00
-10
-20
-30
-40
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
NEW ORLEANS DISTRICT
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
T Y
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C-28
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
S I
D
.6 :1
/1
/2
W P -1
-C -X
X X
X
H -1
-4
P R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
R
B R
O U
S S
A R
D
R .W .B
H -1
-4
C -2
.D
G N
RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
0+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
2+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
4+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
6+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
8+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
10+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
12+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
14+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
16+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
18+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
20+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
22+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
24+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
26+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
28+00
-10
-20
-30
-40
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
D U
G A
S L
A N
D
IN
G S
IT
E
A
F O
R E
S H
O R
E P
R O
T E
C T
IO
N F
R O
N T
R
IL
W P -1
-B -0
J
B
IN
E T
J A
S O
N A
B
IN
E T P
E
E D -1
-0
CROSS SECTIONS - DIKE C/L STATIONS 0+00 TO 28+00
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
RIVER SIDE LAND SIDE RIVER SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
30+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
32+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
34+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
36+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
38+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
40+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
42+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
44+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
46+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
48+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
50+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
52+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
54+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
56+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
58+00
-10
-20
-30
-40
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
NEW ORLEANS DISTRICT
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
30+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
32+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
34+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
36+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
38+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
40+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
42+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
44+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
46+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
48+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
50+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
52+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
54+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
56+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
58+00
-10
-20
-30
-40
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
LAND SIDE
CROSS SECTIONS - DIKE C/L STATIONS 30+00 TO 58+00
E D -1
-0
/1
/2
A P
R
IL
W P -1
-B -0
J
B
IN
E T
J A
S O
N A
B
IN
E T P
E
D U
G A
S L
A N
D
IN
G S
IT
E
A
F O
R E
S H
O R
E P
R O
T E
C T
IO
N F
R O
N T
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
C-29
R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
A N
S I
D
R
B R
O U
S S
A R
D
R .W .B
.6 :1
H -1
-4
C -2
.D
G
NW
P -1
-C -X
X X
X
H -1
-4
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
LAND SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
60+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
62+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
64+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
66+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
68+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
70+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
72+00
-10
-20
-30
-40
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
NEW ORLEANS DISTRICT
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
RIVER SIDE LAND SIDE RIVER SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
60+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
62+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
64+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
66+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
68+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
70+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100-20-40-60-80-100
72+00
-10
-20
-30
-40
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
CROSS SECTIONS - DIKE C/L STATIONS 60+00 TO 72+00
E D -1
-0
D U
G A
S L
A N
D
IN
G S
IT
E
A
F O
R E
S H
O R
E P
R O
T E
C T
IO
N F
R O
N T
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
C-30
R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
A N
S I
D
R
B R
O U
S S
A R
D
J A
S O
N A
B
IN
E T P
E
R .W .B
J
B
IN
E T
.6 :1
H -1
-4
C -3
.D
G N
/1
/2
W P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
IL
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
2+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
8+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
10+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
12+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
14+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
16+00
-10
-20
-30
-40
RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
6+00
-10
-20
-30
-40
E D -1
-0
CROSS SECTIONS - DIKE C/L STATIONS 2+00 TO 16+00
D U
G A
S L
A N
D
IN
G S
IT
E
B
F O
R E
S H
O R
E P
R O
T E
C T
IO
N F
R O
N T
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
C-31
R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
A N
S I
D
R
B R
O U
S S
A R
D
J A
S O
N A
B
IN
E T P
E
R .W .B
J
B
IN
E T
.6 :1
H -1
-4
C -3
.D
G N
/1
/2
W P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
IL
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
T Y
P
IC
A L S
E C
T
IO
N S
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
C-32
C H
A N
N E
L S
ID
E S
T O
N E F
O R
E S
H O
S I
D
.6 :1
/1
/2
W P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
P R
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
R
B R
O U
S S
A R
D
R .W .B
H -1
-4
C -3
.D
G N
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6' WIDE CROWN, SYMMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
CROSS SECTION. ACTUAL LOCATION OF C/L WILL BE FIELD VERIFIED.
1. CENTERLINE OF FORESHORE DIKE IS LOCATED AT ZERO "0" ON EACH
NOTES:
D U
G A
S L
A N
D
IN
G S
IT
E
B
F O
R E
S H
O R
E P
R O
T E
C T
IO
N F
R O
N T
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
20+00
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
22+00
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
26+00
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
28+00
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
32+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
34+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
38+00
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE
E D -1
-0
CROSS SECTIONS - DIKE C/L STATIONS 20+00 TO 38+00
A P
R
IL
J
B
IN
E T
J A
S O
N A
B
IN
E T
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
46+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
50+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
54+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
58+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
62+00
-10
-20
-30
-40
-10
-20
-30
-40
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120300-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300
66+00
-10
-20
-30
-40
NEW ORLEANS DISTRICT
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
TO BE REPAIRED.
ANTICIPATE ENCOUNTERING SUBMERGED STONE WITHIN THE REACHES
ADJACENT TO THE EXISTING WATER'S EDGE. THE CONTRACTOR SHOULD
AND SEVERAL REACHES OF ARMORING HAVE SLOUGHED INTO THE CHANNEL
CONSTRUCTED IN FY '96. SINCE THEN, SIGNIFICANT EROSION HAS OCCURED
3. THE ORIGINAL DUGAS LANDING FORESHORE PROTECTION WAS
CHANNEL SIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 6'…
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