A21_-_W912P819B0039_part_I_Calcasieu_Drawingss_ED-18-071_signed_-_Copy.pdf
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CALCASIEU LAKE
GIWW
G
IW
W
SWEET LAKE
WILLOW LAKE
C A
L C
A S
IE
U R
IV
E R
LA 27
L A
HACKBERRY
CALCASIEU LOCK
DEATONVILLE
DM 86
73595
GAGE ID
73600
GAGE ID
DM 72
73615
GAGE ID
FRONTING CDF 17
FORESHORE DIKE
BETWEEN DIKES AT CDFS 17 & 19
PROPOSED BANK ARMORING
FRONTING CDF 19
FORESHORE DIKE
FRONTING CDF 22
FORESHORE DIKE
FRONTING CDFS "D" & "E"
FORESHORE DIKE
FRONTING CDF "H"
FORESHORE DIKE
E D -1
-0
H -1
-4
A T
C H
A F
A L A
Y A
R
IV
E R
A R K A N S A S
SHREVEPORT
MONROE
R
IV
E R
R
IV
E R
VICKSBURG
NATCHEZ
ALEXANDRIA
R E
D
R
IV
E R
LAKE CHARLES
BATON ROUGEL O U I S I A N A
M I S S I S S I P P I
T E X A S
LAKE
PONTCHARTRAIN LAKE
BORGNE
G U L F O F M E X I C O
M
IS
S
IS
S
IP
P I
SCALE OF MILES
40 400 80 120 160 200
CITY
MORGAN
VICINITY MAP
O U
A C
H
IT
A
LOCATION
PROJECT
LOCATION MAP
NEW
ORLEANS
P E
A R
L R
IV
E R
G-024000' 4000' 8000' 12000' 16000'0'
N
N
P R
O J E
C T L
O C
A T
IO
N A
N D V
IC
IN
IT
Y M
A P
SCALE
RIVER MILE#
SHEET LEGEND:
G -0
.d g n
PROJECT GAGE LOCATION
DRAWING G-03
NOTE: FOR GAGE DESCRIPTIONS SEE
A N
S I
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NEW ORLEANS DISTRICT
S O
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IDENTIFICATION
SHEET
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®of Engineers
US Army Corps
U .S
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M Y C
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G-03
INDEX OF DRAWINGSNO.
COVER SHEETG-01
G-02
G-03
GENERAL NOTES:
C-01
C-02
C-03
C-06
C-07
:1
PROJECT LOCATION AND VICINITY MAP
C-04
C-05
G -0
.d g n
INDEX, LEGEND, ABBREVIATIONS, AND NOTES
A N
D N
O T
E S
IN
D
E X L E
G E
N D
A B
B R
E V
IA
T
IO
N S
C-08
C-09
C-10
C-11
C-12
C-13
ABBREVIATIONS
MAX. MAXIMUM
* UNLESS OTHERWISE NOTED ON EACH SHEET
GENERAL LEGEND
FEETFT
GIWW GULF INTRACOASTAL WATERWAY
H HORIZONTAL
MIN. MINIMUM
STA. STATION
VERTICAL
C/L
CDF
EL.
N.T.S.
V
CENTERLINE
CONFINED DISPOSAL FACILITIES
ELEVATION
NOT TO SCALE
RIVER MILE
DIKE CENTERLINE
PIPELINES AND FLOW LINES
PROJECT GAGE LOCATION
VERTICAL CONTROL
GAGE ID
73595
LOCATION, DESCRIPTION AND GAGE ZERO
73600
73615
FORESHORE REPAIRS FRONTING CDFS "D" AND "E" (BASE WORK) - PLAN VIEW
FORESHORE REPAIRS FRONTING CDFS "D" AND "E" (BASE WORK) - PLAN VIEW
FORESHORE REPAIRS FRONTING CDF "H" (BASE WORK) - PLAN VIEW
C-14
C-15
C-16
C-19
C-20
C-17
C-18
C-21
C-22
C-23
C-24
C-25
C-26
(OPTIONAL WORK) - PLAN VIEW
FORESHORE REPAIRS FRONTING CDF "17" AND ARMORING BETWEEN CDFS "17" AND "19"
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDFS "D" AND "E" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "H" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "H" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "H" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "17" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "17" - TYPICAL SECTIONS
(OPTIONAL WORK) - PLAN VIEW
FORESHORE REPAIRS FRONTING CDF "19" AND ARMORING BETWEEN CDFS "17" AND "19"
FORESHORE PROTECTION FRONTING CDF "19" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "19" - TYPICAL SECTIONS
FORESHORE REPAIRS FRONTING CDF "22" (OPTIONAL WORK) - PLAN VIEW
FORESHORE PROTECTION FRONTING CDF "22" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "22" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "22" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING CDF "22" - TYPICAL SECTIONS
FORESHORE REPAIRS FRONTING DUGAS LANDING SITES "A" AND "B" (OPTIONAL WORK) - PLAN VIEW
C-27
C-28
C-29
C-30
C-31
C-32
FORESHORE REPAIRS FRONTING DUGAS LANDING SITES "B" AND "B-1" (OPTIONAL WORK) - PLAN VIEW
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "A" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "A" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "A" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "B" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "B" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "B" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "B" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "B" - TYPICAL SECTIONS
C-33
C-34
C-35
C-36
C-37
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "B-1" - TYPICAL SECTIONS
FORESHORE PROTECTION FRONTING DUGAS LANDING SITE "B-1" - TYPICAL SECTIONS
C-38 THEORETICALS AND DETAILS
GAGE ZERO = 0.0' NAVD88 (OPUS 2013) AND 0.0' NAVD88 = 0.9' MLLW
EASTERN: 2649807.970
NORTHERN: 568466.090
LONG: 93^ 19' 40.6396"
LAT: 30^ 02' 53.0542"
GAGE IS A STAFF GAGE, LOCATED ON DM 86 AT APPROXIMATE RIVER MILE 16.5L
GAGE ZERO = 0.0' NAVD88 (OPUS 2010) AND 0.0' NAVD88 = 1.0' MLLW
EASTERN: 2647672.080
NORTHERN: 553077.570
LONG: 93^ 20' 01.88286"
LAT: 30^ 00' 20.37359"
GAGE IS A STAFF GAGE, LOCATED NEAR HACKBERRY AT APPROXIMATE RIVER MILE 16.5R
GAGE ZERO = 0.0' NAVD88 (2009.55) AND 0.0' NAVD88 = 1.1' MLLW
EASTERN: 2645701.420
NORTHERN: 525355.630
LONG: 93^ 20' 18.77618"
LAT: 29^ 55' 45.64494"
MILE 11.2L
GAGE IS A STAFF GAGE, LOCATED ON DM 72 AT LONG POINT AND AT APPROXIMATE RIVER
CA CUT AREA
FA
CV
FV
FILL AREA
CUT VOLUME
FILL VOLUME
DM CHANNEL DAY MARKER
12. ALL XY COORDINATES ARE LOUISIANA STATE PLANE, SOUTH, US SURVEY FEET.
11. AERIAL PHOTOGRAPHY FOR OVERVIEWS FLOWN (2015) AND FOR PLAN VIEWS (2017).
FEET NAVD88.
10. GROUND LINES SHOWN WERE TAKEN FROM A MULTIBEAM AND LIDAR SURVEYS PERFORMED BY THE USACE IN AUGUST 2018. ALL ELEVATIONS SHOWN ARE IN
9. EXISTING FORESHORE DIKES THAT ARE WITHIN 1-FOOT OF THE REQUIRED GRADE AND SLOPES SHALL NOT BE REPAIRED, UNLESS DIRECTED BY THE COR.
OVER WHICH STONE MAY BE PLACED TO THIS TOLERANCE.
SURFACE OF THE STONE. SEE SPECS, SECTION 35 31 19.03 12, PARAGRAPH ENTITLED "STONE PLACEMENT" FOR THE MAXIMUM, CONTINUOUS DISTANCE (200 FEET)
8. A TOLERANCE OF +0.5 FOOT ABOVE THE SPECIFIED SLOPES, LINES, AND GRADES SHOWN ON THE CONTRACT DRAWINGS WILL BE ALLOWED IN THE FINISHED
SLOPES OF 1V ON 2H SIDE SLOPES.
7. REQUIRED FORESHORE DIKE DIMENSIONS ARE 6.0' WIDE CROWN TO ELEVATION +5.0' NAVD88, WITH CHANNEL SIDE SLOPES OF 1V ON 3H, AND BACKSIDE
TOP OF CUT OF THE FLOATATION CHANNEL
- DUGAS LANDING SITES “A”, “B”AND “B-1” FLOATATION SHALL BE A MIN 50’ FROM THE CHANNEL SIDE TOE OF THE ROCK TO THE LAND SIDE
- CDFS D AND E FLOATATION SHALL BE A MIN 55’ FROM THE DIKE C/L TO THE LAND SIDE BOTTOM EDGE OF CUT OF THE LOATATION CHANNEL
- CDF H FLOATATION SHALL BE A MIN 50’ FROM THE DIKE C/L TO THE LAND SIDE TOP OF CUT OF THE FLOATATION CHANNEL
- CDF 22 - FLOATATION SHALL BE A MIN 65’ FROM THE DIKE C/L TO THE LAND SIDE BOTTOM EDGE OF CUT OF THE FLOATATION CHANNEL
- CDF 19 FLOATATION SHALL BE A MIN 50’ FROM THE DIKE C/L TO THE LAND SIDE BOTTOM EDGE OF CUT OF THE FLOATATION CHANNEL
- CDF 17 FLOATATION SHALL BE A MIN 65’ FROM THE DIKE C/L TO THE LAND SIDE BOTTOM EDGE OF CUT OF THE LOATATION CHANNEL
6. FLOATATION CHANNEL EXCAVATION REQUIREMENTS
- DUGAS LANDING SITES “A”, “B”AND “B-1” - NO ROCK BERMS WERE REQUIRED
- CDFS D AND E - A MIN 3’ THICK ROCK BERM, 10-15’ IN WIDTH, WAS REQUIRED ON THE CHANNEL SIDE
- CDF H - A MIN 3’ THICK ROCK BERM, 6’ IN WIDTH, WAS REQUIRED ON THE CHANNEL SIDE
- CDF 22 - A MIN 3’ THICK ROCK BERM, 5’ IN WIDTH, WAS REQUIRED ON THE CHANNEL SIDE
- CDF 19 - NO ROCK BERM WAS REQUIRED ON THE CHANNEL SIDE
- CDF 17 - A MIN 3’ THICK ROCK BERM, 15’ IN WIDTH WAS REQUIRED ON THE CHANNEL SIDE
FEATURES WHEN THEY WERE CONSTRUCTED:
5. THE CONTRACTORS SHOULD NOTE THE FOLLOWING ROCK BERMS THAT WERE SPECIFIED ALONG THE CHANNEL SIDE OF THE VARIOUS FORESHORE ROCK
PIPELINE OR UTILITY.
4. NO EXCAVATION WILL BE ALLOWED WITHIN 50' OF ANY PIPELINE OR UTILITY CROSSINGS, AND NO STONE SHALL BE PLACED DIRECTLY OVER ANY EXISTING
INTO THE FLOATATION CHANNEL UPON COMPLETION OF WORK.
ALLOWED LANDWARD OF THE ROCK PROTECTION AND MUST BE TEMPORARILY STOCKPILED CHANNEL WARD OF THE FLOATATION CHANNEL AND PLACED BACK
BEST AS POSSIBLE TO PRE-EXISTING CONDITIONS. FOR REPAIRS TO OPTIONAL SITES "A", "B" AND "B-1" AT DUGAS LANDING, FLOATATION MATERIAL WILL NOT BE
BE REQUIRED TO REMOVE/ DEGRADE ALL STOCKPILED MATERIAL AND PLACE IT INTO THE ADJACENT FLOATATION CHANNEL IN ORDER TO RESTORE THE AREA AS
TEMPORARILY STOCKPILED CHANNEL WARD OF THE FLOATATION CHANNEL. IF PLACED CHANNEL WARD OF THE FLOATATION CHANNEL, THE CONTRACTOR WILL
3. FLOTATION SPOIL EXCAVATED ALONG THE PROPOSED FORESHORE FEATURES MAY EITHER BE PLACED BEHIND THE FORESHORE DIKES BEING REPAIRED, OR
WILL BE ALLOWED TO A MAXIMUM DEPTH OF (-)7.0 NAVD88, AND A MAXIMUM BOTTOM WIDTH OF 80 FEET. SIDE SLOPES MAY BE BETWEEN 1V ON 2H AND 1V ON 3H.
ACCESS CORRIDORS LEADING FROM THE CALCASIEU SHIP CHANNEL TO THE ADJACENT FLOATATION CHANNELS. ACCESS AND FLOATATION CHANNEL DREDGING
2. FLOTATION CHANNELS WILL BE ALLOWED ADJACENT TO THE FORESHORE ROCK PROTECTION FEATURES PROPOSED UNDER THIS CONTRACT, AS WELL AS
1. INGRESS AND EGRESS SHALL BE VIA THE GIWW, CALCASIEU RIVER SHIP CHANNEL AND THE GULF OF MEXICO.
78 77
RED AND GREEN CHANNEL BEACON/MARKERS AND NUMBERS
E D -1
-0
H -1
-4
/1
/2
A N
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NEW ORLEANS DISTRICT
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C O
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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E T P .E
A P
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W P -1
-B -0
DIKE P.I. X- COORDINATE Y- COORDINATE
FORESHORE DIKE ALIGNMENT
241+93.13
239+65.68
216+41.94
204+45.05
176+79.96
120+00.00
2648017.899 549090.506
2648025.591 548863.134
2647967.455 546540.113
2647916.393 545344.317
2647687.008 542588.755
2647211.177 536928.771
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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IDENTIFICATION
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D A
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US Army Corps
U .S
A R
M Y C
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P S O
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CALCASIEU SHIP CHANNEL
FRONTING CDFS D AND E - BASE WORK
REPAIRS TO FORESHORE DIKE
P I .9
P I .0
P I .6
P I .9
HACKBERRY, LOUISIANA
P I .1
H -1
-4
C -0
.D
G N
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C-01
1000'0 500'
SCALE
E D -1
-0
M A
R C
H
W P -1
-B -0
J
B
IN
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J A
S O
N A
B
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P E
R L
IM
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O
F R
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A
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S
M A
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H L
IN
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120+00.00
48+17.29
36+88.05
33+39.52
32+64.52
27+87.62
26+93.31
22+70.67
12+83.11
0+00.00
-0+88.96
2646609.453
2646460.688 528651.902
2646750.364 528458.107
528452.875
2646820.442 527976.047
2647211.177 536928.771
529771.301
2646825.181
2646726.484
2646347.299 527798.837
526819.880
525579.555
2645865.836 525493.559
527981.937
2646217.197
2645888.617
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
IK
E P .I
C /L S
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D A
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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
CAMERON PARISH
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
P
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
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IN
G
P L
A N V
IE
W
(B A
S E W
O R
K
C D
F S
D
A N
D
E
F O
R E
S H
O R
E R
E P
A
IR
S F
R O
N T
C-02
CALCASIEU SHIP CHANNEL
FRONTING CDFS D AND E - BASE WORK
REPAIRS TO FORESHORE DIKE
H -1
-4
C -0
.D
G N
:1
P I .0
0P I .2
P I .0
PI 33+39.52
P I 32+64.52 P
I 2 7+
.6
PI 26+93.31
P I .6
P I .1
P I -0
.9
BANK TIE-IN
1000'0 500'
SCALE
W P -1
-B -0
A P
R
IL
/1
/2
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
L O
W E
R L
IM
IT
O
F R
E P
A
IR
S
M A
T C
H L
IN
E P
O T
-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
0+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
4+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60 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
8+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60 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
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 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
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 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
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 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
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 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
28+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
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
C D
F S
D
A N
D
E
F O
R E
S H
O R
E P
R O
T E
C T
IO
N F
R O
N T
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-03
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 -0
.D
G N
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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:
E L E
V A
T
IO
N N
A V
D
RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE
CROSS SECTIONS - DIKE C/L STATIONS 0+00 TO 28+00
A P
R
IL
J
B
IN
E T
J A
S O
N A
B
IN
E T P
E
E D -1
-0
-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
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 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
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 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
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
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
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
60+00
-10
-20
-30
-40
-50
-60
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
-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
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 440450-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-450
36+00
-10
-20
-30
-40
-50
-60
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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
CROSS SECTIONS - DIKE C/L STATIONS 32+00 TO 60+00
C D
F S
D
A N
D
E
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-04
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 -0
.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
E D -1
-0
-10
-20
-30
-40
-50
-60 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
64+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
68+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
72+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
76+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
80+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
84+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
88+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60 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
92+00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
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
E L E
V A
T
IO
N N
A V
D
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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
CROSS SECTIONS - DIKE C/L STATIONS 64+00 TO 92+00
C D
F S
D
A N
D
E
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-05
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 -0
.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
E D -1
-0
-10
-20
-30
-40
-50
-60 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
96+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
100+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
104+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
108+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
112+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
116+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
120+00
-10
-20
-30
-40
-50
-60
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
-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
124+00
-10
-20
-30
-40
-50
-60
CHANNELSIDE SLOPE OF 1V ON 3H, AND BACKSIDE SLOPE OF 1V ON 2H.
WITH A 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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
CROSS SECTIONS - DIKE C/L STATIONS 96+00 TO 124+00
C D
F S
D
A N
D
E
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-06
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 -0
.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
E D -1
-0
-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
128+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
132+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
136+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
140+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
144+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
148+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
152+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
156+00
-10
-20
-30
-40
-50
-60
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 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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
CROSS SECTIONS - DIKE C/L STATIONS 128+00 TO 158+00
C D
F S
D
A N
D
E
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-07
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 -0
.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
E D -1
-0
-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
160+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
164+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
168+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
172+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
176+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
180+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
184+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
188+00
-10
-20
-30
-40
-50
-60
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 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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
CROSS SECTIONS - DIKE C/L STATIONS 160+00 TO 188+00
C D
F S
D
A N
D
E
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-08
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 -0
.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
E D -1
-0
-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
192+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
196+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
200+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
204+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
208+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
212+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
216+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
220+00
-10
-20
-30
-40
-50
-60
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 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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
CROSS SECTIONS - DIKE C/L STATIONS 192+00 TO 220+00
C D
F S
D
A N
D
E
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-09
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 -0
.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
E D -1
-0
-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
224+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
228+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
232+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
236+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
239+66
-10
-20
-30
-40
-50
-60
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 5' WIDE CROWN, SYMETRICAL ABOUT THE DIKE C/L, AND A
2. REPAIR TEMPLATE REFLECTS A CROWN ELEVATION OF +5.0' NAVD88,
C/L LOCATION. ACTUAL LOCATION OF 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
CROSS SECTIONS - DIKE C/L STATIONS 224+00 TO 239+66
C D
F S
D
A N
D
E
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-10
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 -1
.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
E D -1
-0
6+20.06
9+64.47
17+79.15
27+32.02
43+25.75
47+19.14
51+51.76
55+24.44
2643397.860 514864.174
2643537.278 514549.243
2643358.600 513754.400
2643279.333 512804.833
2642933.833 511249.000
2642682.030 510946.765
2642386.028 510631.263
2642189.413 510314.946
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
UE
YOUR KEY TO
HIGHER PROFITS
D
IK
E P .I
C /L S
T A .0
D
IK
E P .I
C /L S
T A .4
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
N
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
O T
E C
T
IO
N R
E P
A
IR
S A
N D A
R M
O R
IN
G
:1
CALCASIEU SHIP CHANNEL
CAMERON PARISH
600'0 300'
SCALE
P I 5
.4
P I 6
.0
P I 9
.4
P I 4
.7
P I 4
.1 4 P I 5
.7
P I 2
.0
P I 1
.1
C-11
P L
A N V
IE
W
(B A
S E W
O R
K
F O
R E
S H
O R
E R
E P
A
IR
S F
R O
N T
IN
G C
D F
H
H -1
-4
C -1
.D
G N
/1
/2
E L . -5
.0 M .L .G
" N
A T . G
A S P
L
O F A
M E
R
IC
A N
A T
U R
A L G
A S P
L . C
O
E L . -5
.0 M .L .G
" N
A T . G
A S P
L
O F A
M E
R
IC
A N
A T
U R
A L G
A S P
L . C
O
EL. -8.0' M.L.G.
36" BRINE PL.
DEPT. OF ENERGY
W E S T C
O V E C
A N
A L
SABINE NATIONAL WILDLIFE REFUGE
FRONTING CDF H - BASE WORK
REPAIRS TO FORESHORE DIKE
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 H
U
P P
E R L
IM
IT
O
F R
E P
A
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S
L O
W E
R L
IM
IT
O
F R
E P
A
IR
NEW ORLEANS DISTRICT
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
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,
VERIFIED PRIOR TO CONSTRUCTION.
MATCH AERIAL PHOTOGRAPHY. ACTUAL LOCATION OF THE C/L WILL BE FIELD
52+00, 54+00 AND 55+51.53 WHERE THE DIKE C/L IS SHIFTED LANDWARD TO
C/L LOCATION. EXCEPTIONS TO THIS APPLY TO SECTIONS AT STATIONS
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
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
6+20
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
8+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
10+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
12+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
14+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
16+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
18+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
20+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
22+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
24+00
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
CROSS SECTIONS DIKE C/L STATIONS 6+20 TO 24+00
E D -1
-0
F R
O N
T
IN
G C
D F
H
F O
R E
S H
O R
E P
R O
T E
C T
IO
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-12
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 -1
.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,
VERIFIED PRIOR TO CONSTRUCTION.
MATCH AERIAL PHOTOGRAPHY. ACTUAL LOCATION OF THE C/L WILL BE FIELD
52+00, 54+00 AND 55+51.53 WHERE THE DIKE C/L IS SHIFTED LANDWARD TO
C/L LOCATION. EXCEPTIONS TO THIS APPLY TO SECTIONS AT STATIONS
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 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
26+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
28+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
30+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
32+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
34+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
36+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
38+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
40+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
42+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
44+00
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
LAND SIDE LAND SIDERIVER SIDERIVER SIDE
CROSS SECTIONS - DIKE C/L STATIONS 26+00 TO 44+00
F R
O N
T
IN
G C
D F
H
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-13
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 -1
.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
E D -1
-0
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
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,
VERIFIED PRIOR TO CONSTRUCTION.
MATCH AERIAL PHOTOGRAPHY. ACTUAL LOCATION OF THE C/L WILL BE FIELD
52+00, 54+00 AND 55+51.53 WHERE THE DIKE C/L IS SHIFTED LANDWARD TO
C/L LOCATION. EXCEPTIONS TO THIS APPLY TO SECTIONS AT STATIONS
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
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
46+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
48+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
50+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420
52+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
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
54+00
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
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
55+52
-10
-20
-30
-40
-50
CROSS SECTIONS - DIKE C/L STATIONS 46+00 TO 55+52
E D -1
-0
F R
O N
T
IN
G C
D F
H
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-14
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 -1
.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
0+00
23+21.95
GEOTEXTILE AND TIE INTO THE CHANNEL'S NATURAL GROUND LINE.
MINIMUM 10' WIDE STONE CHANNELSIDE TOE BERM SHALL ALSO BE INSTALLED ATOP
A MINIMUM 3' THICK STONE LAYER TO BE INSTALLED OVER GEOTEXTILE FABRIC. A
WATERBOTTOM ON A 1V ON 3H SLOPE. THE GRADED SLOPE SHALL BE ARMORED WITH
GRADING OF THE NATURAL BANKLINE, FROM THE TOP OF BANK (TBK) DOWN TO THE
4. OPTIONAL BANK ARMORING, BETWEEN CDFS 17 AND 19, SHALL CALL FOR DRESSING/
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:
FORESHORE DIKE ALIGNMENT
Safety is a Part of Your Contract
4141 4040
40 40
39 39
D
IK
E P .I
C /L S
T A .9
D
IK
E P .I
C /L S
T A
36 34
30 30
LIGHT
NAVIGATION
LIGHT
NAVIGATION
LIGHT
NAVIGATION
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
7 6
5 4
BANK TIE-IN
BANK TIE-IN
CALCASIEU LAKE
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…
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